The URL can be used to link to this page

Home My WebLink About2316 Kelmscott Ct 18-1951; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000402 BUILDING PERMIT NUMBER: 18-10000402 DATE: April 30, 2018 UNIT ADDRESS: KELMSCOTT COURT 2316 17-20-31-5VC-0000.0780 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP. RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2316 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 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 OCCUPAkY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDINGAJFIREPREVENTION PtRMIT APPLICATION Application No: Documented ConstructionlVatue, S L I&( Job Addreir.".' Historic District: Yes,0 No Parcel ID: ResidefitiaQ Commercial Type of Nyork: Newt Addition El AlterationEl Repair,E] -Demo,E] Change of use P, -move El Description of Plan V ReviewContacterson: Title: Phone: 140 1 ES "0 Fax: Email: Property Owner Information Name 11A Street: Ll City, State Zip: Namelelw Streett. City, S.W6zip: Name: Street: City, St, zip: Bonding Company: Address: Phone: Resident' of property?: rmation rhonw, Fax: State LicenseI I - 1 No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TwxcE, 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. Applioatiien- is_y- 017-al"Ittodo the VtOT"nd-itnWi-ations-as-iTidicated.-17=W-- ttif-tliat no work or inSINItartfta 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. RC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code RaviJuno 30.2015 Petsvid Application 0 NQ=Jh,adititionlo the Tcq'uiremdfi6 of this permit, there may be additional restrictions applicable to this prop" that may be found in thepublic; 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 thb 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.subrriittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction. value will be. figured, based on the current [CC Valuation Table in effect at the time the permit is issued, in accordaiiet with local ordinance. Should calculated charges figured off the executed contract exceed the actual Construction value, credit will beapplied to your permit foeswlifri thc:permit is issued. QyR%R!&, t All f the foregoing information is accurate at work will. Ueerdfy th-a vi Ar be -done in coptpliance With 11,applif able4aws 1:e9ru.1ating construction and z9p;g t--e-4-' 1- 1 Signature FGtOwnedftDateSkent *60 ofCantractor/Agdvit, Print OwncdAgenVs Name t Contractor) is Name Oil AgQ- Sigmaxe, of Notary -State of lori& Date, Signature of !?n2rate oftlotida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me- or Contractor/Agent is _V—Persofially Known to Me or Produced ED Type of ID Produced ID. Type of ID BE-LOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] Electtical 0 MechanicaI[] Plumbingn Gas] Roof D Construction Type: Occupancy Use: Total Sq Ft of Bldg-. Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps_ Plumbing - # of Fixtures Fire Sprinkler Permit: YesF1 No # of Heads APPROVALS: ZONING:, ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit, Yes [-] No [] WASTE WATER: BUILDING: f STATEWIDE 1-888-831-2665 jDEL-AIR WAMG 9 AM GUNUMUNING State Cert CAC032448 JASMINE COVE VERSION I OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION I OPT sri7rLNG RM 15.0 3 - 15. 0 3 ti 4, 878.00 LAUDERDALE3.5 LAUDERDALE- OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15,0 4 61818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0/2.5 15.0 4 8,029.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT' VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT I ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00 SANDPIPER POINT VERSION 2 OPT OWNER' S BATH 3.0 15.0 2 41295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4,665.00 SANDPIPER POINT' VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00 SANIBEL VERSION 1 2.0/2,5 15.0 4 8,098.00 SANIBEL VERSION I OPT I ST FL BDRM 2,5/2.5 15.0 5 8,750.00 SANIBEL VERSION I OPT BATH 2 2.0/2,5 15.0 5 8,273.00 SANIBEL VERSION I OPT GUEST SUITE 2.5/2.5 15.0 5 8,406.00 SANIBFI.. VERSION I OPT MORNING RM 2.5/2.5 15.0 4 8,455.00 SANIBEL VERSION I OPT STUDY 2.0/2.5 15D 4 8,200.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 SAWGRASS 3.5/2.0 15,0 4 9,232.00 SAWGRASS OPT 1ST FL surrE 3.5/2,0 15.0 5 9,485.00 SAWGRASS OPT 2"" FL EXTENSION 3.0/3.0 15.0 5 1$9,725.00 SAWGRASS OPT BATH 2 3.5/2.0 15.0 5 1$9,288.00 SAWGRASS OPT BONUS BDRM 1 15.0 4 j L$4,222.00 IV W S 1 1' (:L It 1 , 11 IC 0 CA C0.1244,S 713 1 ('01)IISCO " \ % FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001951 Date 8/20/18 Application pin number . . . 250640 Property Address . . . . . . 2316 KELMSCOTT CT Parcel Number . . 17.20.31.5VC-0000-0780 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 313915 Application desc need noc Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . * * NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18,00 NUMBER OF STORIES 2,00 SQUARE FOOTAGE 2918.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071752 Permit pin number 1071752 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee 110.00 Issue Date 8/20/18 Valuation . . 5530 Expiration Date 2/16/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407,774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichesanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025,00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1167.00 02-CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C,O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001951 Date 8/20/18 Property Address . . . . . . 2316 KELMSCOTT CT Parcel Number . . 17.20.31.5VC-0000-0780 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071752 Permit pin number 1071752 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / THIS INSTRUMENT PREPARED BY: n w f 1 aoName: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT 11111111111111111 Bill Bill rrrrr rill rill GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9166 Pa 1561 (11`35) CLERK'S T 2018077237 RECORDED 07/05/21JI8 12:09:41 FM RECORDING FEES $10-00 RECORDED BY tsmith Permit Number: 18-1951 Parcel ID Number: 17-20-31-5VC-0000-0780 The undersigned hereby gives notice that improvement 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: (Legal description of the property and street address if available) Lot # 78 of Kensinaton Reserve 2316 Kelmscott Court 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Z) Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Sign a of owner a Lessee, or Owner's or Lessee's (P(int Name and Provide Signatory's Title/Office) A orized Omcar/DlrectorlPartner/Manager) State of FloridaCounty of Orange The foregoing instrument was acknowledged before me this {? day of .20 18 by Dayna Mitchell Who is personally known m [XOR Name of person making statement who has produced identification O type of identification produced: r' TRACY LEIGH MC O LID fvlV COMMISSION 9 FF925012 FXPIRFS rJ fober Uri 't?19 ^( 1 401t `t'2 : bru}1N d rSev rcr .vn 11 turd REQUEST FOR TUG & PREPOWER AGREEMENT Date: — Project Name. ALL RESIDENTIAL, PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Kensington Reserve Project Addrm: V\ Cev L,,- Building Permit #: I Iz- — Ct S I Electrical Permit 4 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e & Owne /TeDWF Signature of 61K_r/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor 4i_. ContractorgnaefE-1 ECO003096 El. Contractor License # o Progress Energy o Florida Power and Light on CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION z Application No: I?1 9 %1 Documented Construction Value: $ „ 7 F71 915, °" Job Address: 2316 Kelmscott Court Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0780 Residential FX Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Rya Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/ A Phone: 407-774-6078 Fax: E- mail: _ Mortgage Lender: Address: brian@abdesigngroup. com N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revise& 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 constructions zoning. 4/19/2018 4/19/2018 Sign at AO./Agent Date Signat of ntr ic gent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 6`z 4/19/2018 Z-e 4/19/2018 Signature of Notary -State of Florida Date MEAGAN LYN E FOVO-ER NiY COMMISSION n GG 06325.3 EXPIRES: Ja nary` 1T 2021 a-' C+c;nd d't^,a B Ctek "dcta^r SeeticGs Owner/Agent is _ X __ Personally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date VEAGAN EYE4NE FC''',1&EFt i4yCOMMISSION; GG 063253 1 1q 1 EXNREIS:january 17.2021 hu+ tdec;'h u:cHtNctxyServO,1e Contractor/ Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical Mechanical © Plumbing® Gas[] Roof Construction Type: Occupancy Use: Flood Zone: r,-1 Total Sq Ft of Bldg: Min. Occupancy Load: k Z5, # of Stories: 2— New Construction: Electric - # of Amps. 0 Fire Sprinkler Permit: Yes No ER' # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS- ENGINEERING: -,- C- l FIRE: Ok to construct silgic. shown on .. Lay-, 3,o \Js k _ , Plumbing - # of Fixtures 19 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J Documented Construction Value: $ 90,157 Job Address: 2316 Kelmscotl Court Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0780 Residential 0 Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: Mortgage Lender: Address: brian@abdesigngroup.com N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5td 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 zoning. 4/19/2018 4/19/2018 Si t o O !Agent Date Sigma of ontrae gent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name ZZ _-----• 4/19/2018 Signature of Notary -State of Florida Date gLy P/"' R MEAGAN LYNNE FOWLER MY COMMISSION n GG 063253 EXPIRES: January 17,20210 s; or rL;4z Bonded Thru Budget Notary Services 4/19/2018 Signature of Notary -State of Florida Date r P af MEAGAN LYNNE FOWLER x A1Y COMMISSION # GG 063253 EXPIRES: January 17.2021 o; Bonded Thru Budget Notary Services Owner/Agent is x_ Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Food Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WR `(- 2, WASTEWATER: mmm BUILDING: Revised: June 30, 2015 Permit Application Y OF SANFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 2316 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0780 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: FWJ New structure F-1 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-I 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) gngsIgum-gFloodZone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the:E] floodplain El floodway E] A portion of the parcel is in the:EJ floodplain floodway FEW The parcel isnot inthe: 01floodplain ofloodway 0 The structure is in the: Elfloodplain E]floodway El The structure is not in the: EJ floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: 13P# 18-1951 Reviewed by: Michael Cash, CFM Date: May 8, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F —1877— t Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407,688.5141 This permit authorizes work to be done on the subject property or 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. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a' driveway, walkway or landscape improvements within the city right-of-way. 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 Know whattbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call Wore you dig 1. Project Location/Address: 2316 Kelmseott Court, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: 4. Brief Description of Work Driveway Walkway Start Date Completion Date Construction of New Single Family Home This application is submitted by: M=w Signature: Address: 4307 ' n( Phone: (407) 692-9831 Rd #H-20 Orlando, FL 32811 Other: Print Name: Tracy McDonald ElEmergency Repairs Fax: Email: trmcdona@nvrine.com Date: 04/19/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents. servants, or employ- ees (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. Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 04/19/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: 11 ZIIIKt119 November 2015 rcuvv Use unveway.pur 4/19/2018 SCPA Parcel View: 17-20-31-5VC-0000-0780 Parcel Information Legal Description LOT 78 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-0780 Property Address: 2316 KELMSCOTT CT SANFORD, FL 32773 Value Summary 1-5VC-0000-0780 2018 Working 2017 Certified Values I Values N WEST PROJECT LLC Cost/MarketValuationMethod LMSCOTT CT SANFORD, FL 32773 Cost/Market Number of Buildings 0 GBY RD SUITE 300 MIAMISBURG, OH 45342-5038 0 Depreciated Bldg Value IGTON RESERVE Depreciated EXFT Value FORD Land Value (Market) $52,000 14,000 ANT RESIDENTIAL Land Value Ag 52,000 14,000 Portability Adj0 I Save Our Homes Adj $0 0 Amendment 1 Adj $0 0 P&G Adj $0 0 Assessed Value $52,000 14,000 Amount without SOH: $266,5878Tax fit 2017 Ttax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Land LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Street Address) Expiration Date far This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC125756! Signature of License Holder:: STATE OF FLOFJDA COUNTY OF Orange The foregoing instrument was acknowledged before me thisdayof 200 18 by Robert Lattanzi who is mod- T W-1or Ei who has produced as identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER MY COMMISSION 4 GG 063263 EXRRES: January 17,2021 Bot) 00 Th('v 5odget 140t y Sermo,,, Rev. 08.12) Signature Print or type name Notary Public - State of Commission No. My Commission Expires: SQ.FT. CALC.'S 1S7 FLR, LIVING W4 Sa FT. 2ND FLR. LIVMG 1265 5R FT. TOTAL LIVIW. 2J69 SQ M ENTRY 40 SGI. FT. GARAGE 449 Sa FT, LANAI 260 50. FT. TOTAL 2,910 Sa FT. oGIO811'A}OOI. mm4R0LOID mww0Bimm C;" 4 4aU4E DEwilm ! DOW 1l "Im 1 32 a 5 24DR/-30.* 2 24 30M DR 4 TLW-36L5 3 n 2b-614 4 28Ab/-30.'S 3A n 25-SH 5 2SAbl-31M, 3B 33 a) 25-614 5 2113/-34M 4 61 6060 SGD 5 263T/-3330 WIND DESIGN CRITERIA A. BASIC WIND &FEED MPi4 (3 SECOND CJJ5T) VULT•150 / VA50-116 MPH a. weptNAL T9d'mm COEPPICLNT.+ )D C. R151C CATEGORY.rYP'E 11 D. EXP'09URE CATEGORY C NOTE: VALUES FOR COMI-OfTENTS 4 CLADDMG PfESEUIE ARE BASED ON T4E Wlt DESKwN VIND WEED. FBCR 6TH ED. (20111) ALLOWS THESE PRESSURES TO BE MULtIPLI£D BY Ob TO FEET THE ALL CtLABLE OR NOMINAL TESTED VALUES ll£D BY PRODUCT MAKFAC UMERS. NOM: L PRICR 70 DRMAU. MTALLATICi M ALL FRA "PEtEHtS 2'-V F" TIE FH% 11.00R ML BE "ATED *0 TIffWATED 5001PAT13Y'ATE TIEAT® SPRAY 3 !/ 2' c _ 2' 2,_O•F II WL Ter . E C PLATE A 2M 4OW Rwrrfl A CABINET SECTION FIRST FLOOR PLAN SCALE: 1/4 . 1'-0' ARCNITECTI G) es10 1441 M. RMALD REA BLVD. LON OOD.FL32750 PR:. 407.774 78 FA 407-7744078 AA wwwP. 0033.00330:rR.canAA 25 E 8 i E 0 C F SVHDIV. & LAT KENSINGTON RESERVE 1AT# 78) IMODEU LARGO VERSION#01) PliOJ= T#: 02997. 000 PA< 3E: FIRST FLOOR PLAN ELEVATION - A" DATE- 3/277. 3CAIM 1/4'= 1'-0" slac= 3 Oir Q A E C N I T E C T E C0kr0 OR AND CIAWINQ WM LOAM 6AW TOO MWOMIC FOR 4 E0010 OIRR CALL* Umom MR1OIE COMMOTION N'NO40 1 30 f 23ON 4 M2023 J b 0-614 4 18t5/-3WTEM, E 3 5S14 4 20t5/-3U4 Ter 4 b 3050- 614 5 26t5/-3T95 ECAM86 4A b 4 26t5/•3114 5 D wsm 5 2950/-30.T0 Ter6 b s 4 26t5/-3U4 WIND DESIGN CRITERIA A. BASIC UUND SPEED MPH 13 SECOND GUST) VULT. ISO / VASD-116 MPH 5. INTERNAL PRESSURE COEFFTCENT.. 16 G RISK CATEGORY+TYPE 11 D. EX-0eU E CATEGORY C NOTE, VALUES FOR COMPONENT& A CLADDING PRESSURE ARE 5ASED ON TNC vA% DE61GN UNNO 61-5S. P5C.R 6TH C'D. (20") ALLCM THt6E PRE66URE6 TO 5E MULTIPLED 5Y Ot TO I =1 T1E ALLC%WaLE OR NOMINAL TESTED VALUE$ USED BY PRODUCT MAN2FACTLIERB. mm t PIaoR TO DRT/Wl /6TALLA71Q1 CN ALL rRRNWYa» 7.0' F107h De FN FLOOR01E /FRAYED A10 TfE6TEO 11 EORATE• A 184111E TREATED "AYFJFi TAG SUB FLOOR GLUED 4 6GIURIIED PER NAILMG 604EDU LE PRE - ENOL FLR. TIMM" PER T71166 PLAN V LAYEM OF 3)4' PLYWOOD OR (2) LAYER6 OF 3/ 4' DUD FLOOR MATStlAL R!M FOR 60LiD NAILING SECURE 2xQ 6TRIWAR TO SOLID NAILM W 12d NAJLS TO BE HAaJX> FROM BACKSIDE 17 RISERS 7.67" 31' Atx DATA: 10 TRBADS 010" +1' NOSING 0. 1.. 4. W-8 3/4'21,10. q FIN. FiR 9'- 4' BF4b. )4T. p y p 42' 4UGFI RAILING FOYER (3) 242 6YP 6TRM3ER6 WOUR'D UV Qd NAU. 6 • 6'-V OZ. 2xQ DYP. TREAD 2.4 1E-0,FOROM3 • EA 2.2 6TRWw j' KIOKPLATE 2xD 6TRMA R TO WT ON LANDING BEYOND) 3AW TAG SUB FLOOR G"ED A NAILED DBL 2. 6 LED3ER 6EQA® TO 5LOOK IIV 3K' TAP CONS MN. 1 1'4- EMd s 24' O.C. STAGGERED 0'-0' FIN. FLR- v 2" P. T. PLATE 6E0UE UV NBd OUT "L6 li' OL. MAX —/ STAIR SECTION: 9'-4" BRIG. HT. R-ME: Y2 . P-m' SECOND FLOOR PLAN CAL£: 1/ 4 . I'-0• Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, R3275 PH: 407- 774tA78 FAz407.7744018 AA A: 0003325 01111111111 i E 0 z c svES m ec LoT KENSINGTON RESERVE LOT# 78) UODEU LARGO VERSION# 01) F-PtOJ= T#. 02997.000 PAGIC: SECOND FLOOR PLAN ELEVATION DATA: 3/ 27/18 19CAS.M 1/4'=1'-O" 9iD= 4 or 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final IN AM Iffil/ MIN - Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED; June 2014 w FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot78Kensington Reserve LargoAGRE Builder Name: RYAN HOMES Street: 2316 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: 1 8 9 k 5 1 5Nrr: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)s: a 1. New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2169 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows( 228.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U- Factor: Dbl, U=0.35 180.88 ft2 SHGC: SHGC= 0.29 b. U- Factor: Dbl, U=0.62 48.00 ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC= 0.29 a. Central Unit 34.8 SEER:15.00 c. U- Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.512 ft. Area Weighted Average SHGC: Q.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950 a. Slab - On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft2 None c. N/ A R= ft2 15. Credits Pstat Glass/Floor Area: 0.106 Total Proposed Modified Loads: 63.38 PASS Total Baseline Loads: 64.88 I hereby certify that the plans and pecifications covered by Review of the plans and T1r1E S,q, Q thiscalculation are in compliant ith the Florida Energy specifications covered by this Code, calculation indicates compliance a with the Florida Energy Code.* rrRr PREPARED BY: _ ~-' .______ -_____ Before construction is completed t, DATE: __ ___._-_ 329- 18__ScottPratt ----------- _ ___ this building will be inspected for t compliance with Section 553.908 I herebycertify that this build'n as designed, is in compliance fy 9, 9 P Florida Statutes. with the Florida Energy Cod ° 00 Wt» OWNER/AGENT: __ _ _.____.. _ _______-_._-.._____ BUILDING OFFICIAL: DATE: 3/ 30/201_ '- ------- DATE: ----- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 3/29/ 2018 8:13 AM EnergyGauge© USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 r FORM R405-2017 PROJECT Title: Lot78 Ken si ngton Reserve Larg Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2169 Lot # 78 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2316 KELMSCOTT CO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2169 18436,5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2169 18436.5 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 397 ft2 11 016 0 0.84 2 Slab -On -Grade Edge Insulatio Main 1015 ft 904 ft2 0.39 0 0.61 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft' 216 ft2 Medium 0.85 N 0.85 No 0 18A ATTIC V# IRCCTypeVentilationVentRatio (1 in) Area RES 1 Full attic Vented 300 1301 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ft2 0.11 Wood 3/29/2018 8:13 AM EnergyGauge@ USA - FlaRes2017 Section R405-4.1 Compliant Software Page 2 of 4 V, FORM R405-2017 WALLS Adjacent Wall-T-y-pe-.------------ S - pace Cavity Width Height R-Value- -Ft- In-- Area ------R=Value Sheathing Framing Solar Below Fraction- ---Absor-.-Grade%.-- 1 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 6 8 0 364,0 ft2 0 0,23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 1863 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 03 0 10 W Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 39 3 8 24 ft' 2 Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. ft Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Overhang Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 035 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 035 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 W 8 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 8 W 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 9 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 31.5 ft2 1 It 0 in 10 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft2 449 ft2 33ft 9.3 ft INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 2150.9 118.08 222.07 3398 7 3/29/2018 8:13 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 4W FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed On Main cfm 130.1 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heatin X Jan Feb [r j Mar Jan Feb [X] Mar Apr Ar f Ma [X Jun [X] Jul May € Jun ]Jul jXjj Au r j Aug Se SePrl Oct Oct Nov No[X]Dec Dec Ventin Jan Feb [[[X Mar X] A r [ j Ma ]]] Jun ] Jul1E jj Au Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/29/2018 8:13 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 or FORM R4O5-2017 x m 0 u LEVELUK0 N N N N v (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance|ndex, the more efficient the home. I New construction mexisting c, Single family v,multiple family n. Number vrunits, nmultiple family Number " rBedrooms m. | athis uworst case? o. Conditioned floor area (n") r vvmumwx`` oouonpnon a. u'Fanmc om.o=o_3n anoc anoc~ozn u. u-Factor: om.u=O.ou a*ac: anGc= oue o. u-Factor: wm a*SC u. u-Factor: wm snoo: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame vuou' Exterior u.Concrete Block | m|nsu|.Exterior c. Frame Wood, Adjacent u.wm m. Ceiling Types No a.Under Attic (Vented) 2169 u.wm Area c.mm oo 11.oumm a. Sup: Attic, net: Attic, m+:Main 48.00 ft2 1o.Cooling systems ft2 a. Central Unit ft2 4.s1uft. 0. 290 o. Floor Types m:muuvn Area o.Smx^on- GmueEdge Insulation R=ou 904.00n` u. Floor over Garage n=11.0 ner.00n" cwm n~ n` 1uHeating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) inthis home before final i m od eiae, u new EPLDisplay CardwiUbe completed based onin a||edCode oo res. Builder Signature: Date: 3/30/2018 Address of New Home: scott Court City/FL Zip: 32773 Insulation Area n=mo 1208.00n" R=4. 1 966o0ft2 n=113o nno.nnnr n= n" msv|moon Area 30o 1301.00n" n= n" R= n" n n" n *oou xammr Efficiency kBtu/hr Efficiency 32. 6 HSPF: n.oO Cap: 50 gallons sF:oyn Pstat Note: This iunot aBuilding Energy Rating. Ifyour Index iobelow 7U.your home may qualify for energy efficient mortgage (EEPW)incentives ifyou obtain aFlorida EnergyGaugoRating. Email EnorgyGaugetech support at tech support@energygauge.com or see the EnergyGauge web site at energygauge.corn for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1 .3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/29/2018 8:13 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4. 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2316 KELMSCOTT COURT Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402.4.3 Fenestration air IeakagdtVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/29/2018 8:13 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/29/2018 8:13 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFMNVATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/29/2018 8:13 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/29/2018 8:13 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/29/2018 8:13 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot78Kensington ReserveLargoAGRE Builder Name: RYAN HOMES Street: 2316 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hph4nd n'p'no and Wring Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire spr*nki cover plates and walls or ce4l4n a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/ 29/2018 8:13 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoffIr Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 2316 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Job: Lot78Kensing ton Reserv... Date: 7/25/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 25598 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.2°F Latent gain: 3529 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 29127 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 27744 Btuh 108% of load Latent capacity: 3735 Btuh 106% of load Total capacity: 31479 Btuh 108% of load SHR: 88% Design Conditions Outdoor design DB: 42.3°F Heat loss: 20668 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 155% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightlsoft• 2018-Mar-29 08:19:15 i , a."_-` Right -Suite@) Universal 2018 18.0.11 RSU23828 Page 1 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Component Constructions Job: Lot78KensingtonReserv... wrightSQft" Date: 7/2512015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 2316 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft-F fW-°FBtuh Btuh/V Btu Btuh/W Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud n 337 0.091 13.0 2.52 849 2.85 959 e 195 0.091 13.0 2.52 492 2.85 555 s 349 0.091 13.0 2.52 880 2.85 994 w 210 0.091 13.0 2.52 529 2.85 598 all 1091 0.091 13.0 2.52 2750 2.85 3106 n 251 0.201 0 5.57 1398 5.29 1330 e 55 0.201 0 5.57 307 5.29 291 s 321 0.201 0 5.57 1786 5.29 1698 w 198 0.201 0 5.57 1104 5.29 1050 all 825 0.201 0 5,57 4594 5.29 4369 331 0.091 13.0 2.52 834 1.45 480 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, Or innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht s w all 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 ft overhang (5.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht 12 0.350 0 9.69 116 10.5 125 15 0.350 0 9.69 145 10.5 157 45 0.350 0 9.69 436 29.0 1303 15 0.350 0 9.69 145 10.7 160 30 0.350 0 9.69 291 29.0 869 105 0.350 0 9.69 1018 23.7 2489 33 0.350 0 9.69 317 11.9 390 33 0.350 0 9.69 317 10.5 342 2018-Mar-29 08:19:15 T tSoft* Right-SuiteO Universal 2018 18.0.11 RSU23828 Page 1 veLargoAGRE\Lot78KensingtonReserveLargoAGRE.rup Cale = MJ8 House faces: E 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0,620 0 17.2 824 16.9 812 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type e 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1301 0.032 30.0 0.89 1153 1.74 2263 gypsum board int fnsh Floors 20P-11 t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 397 0,078 11.0 2.16 857 1.12 444 22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 27.4 2835 0 0 rk w igh oft,„ 2018-Mar-29 08:19:15 T ..«,- ».,,.. Right-SuiteO Universal 2018 18.0.11 RSU23828 Page 2 veLargoAGRE\Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Project Summary Job: LotMensingtonResery wrightsoft... Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM roiect Information For: RYAN HOMES 2316 KELMSCOTT COURT, SANFORD, FL 32773 Notes: L.S. 3-29-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions 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/lb Heating Summary Structure 18735 Btuh Ducts 1933 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20668 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi -tight 0 He in ingCo21692169 18822 18822 0.28 0.15 88 47 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K A H R I ref :8242629 Efficiency Heatng input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 OF Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 OF 1160 cfm 0.056 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 21377 Btuh Ducts 4221 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 25598 Btuh Latent Cooling Equipment Load Sizing Structure 2459 Btuh Ducts 1069 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3529 Btuh Equipment Total Load (Sen+Lat) 29127 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AH R I ref :8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri pt C>ot°C' , ...,,«.• ...,..,,,.,..._-. Righb2018- Mar-29 08:19:15 Suite Universal 2018 18.0.11 RSU23828 page 1 veLargoAGRE\ Lol78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E wrightsoft, Right-JO Worksheet Entire House 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: LotMensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 3 Exposed wall Room height 254. 5 It 8. 5 ft 62. 0 ft 9. 3 It heat/cool 4 5 Room dimensions Room area 2205.8 ft2 30. 0 x 16.0 ft 480. 0 ft2 Ty Construction number U- value Btuhtft2-' F) Or HTM BtuWft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( W) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-Osw 2A- 2om 2A- 2om 0. 091 0. 350 0. 350 n n n 2. 52 9. 69 9. 69 2. 85 10. 46 10. 46 364 12 15 337 0 0 849 116 145 959 125 157 0 0 0 0 0 0 0 0 0 0 0 0 11 W V1-- C y/ D 13A- 2ocs 12C- Osw 2A- 2om 13A- 2ocs 11 DO 12C- Osw 2A- 2om 13A- 2ocs 2A- 2om 12C- Osw 0. 201 0. 091 0. 350 0. 201 0. 390 0. 091 0, 350 0, 201 0. 350 0. 091 n a a e e s s s s w 5. 57 2. 52 9, 69 5. 57 10. 80 2. 52 9. 69 5. 57 9. 69 2. 52 5. 29 2. 85 28. 96 5. 29 12, 03 2. 85 10. 68 5. 29 11. 93 2. 85 251 240 45 79 24 364 15 353 33 240 251 195 0 55 24 349 25 321 0 210 1398 492 436 307 259 880 145 1786 317 529 1330 555 1303 291 289 994 160 1698 390 598 149 0 0 0 0 0 0 149 33 0 149 0 0 0 0 0 0 116 0 0 828 0 0 0 0 0 0 647 317 0 788 0 0 0 0 0 0 615 390 0 y! G Vd G y! t" 2A-2om 13A- 20cs 2A- 2om 2A- 2omd 12C- Osw 0. 350 0. 201 0. 350 0. 620 0. 091 w w w w 9. 69 5. 57 9. 69 17, 17 2. 52 28. 96 5. 29 10. 46 16. 92 1. 45 30 279 33 48 349 0 198 65 96 331 291 1104 317 824 834 869 1050 342 812 480 0 279 33 48 0 0 198 33 48 0 0 1104 317 824 0 0 1050 342 812 0 PI L-u 11DO 166- 30ad 20P- 11t 0. 390 0. 032 0. 078 n 10.80 0. 89 2. 16 12. 03 1. 74 1. 12 18 1301 397 18 1301 397 193 1153 857 215 2263 444 0 0 0 0 0 0 0 0 0 0 0 0 C F F 22A-tol 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 1000 1017 Envelope loss/gain 16069 16325 5736 5014 12 a) Infiltration 2666 902 708 240 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 5 1150 4 920 Appliances/ other 3000 600 Subtotal ( lines 6 to 13) 18735 21377 6444 6773 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18735 21377 6444 6773 15 Duct loads 10% 20% 1933 4221 0% 0% 0 0 Total room load 20668 25598 9606444 6773 Air required (cfm) 1160 1 1 1 362 307 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 044- wry ApFOTt» 2018-Mar-29 08:19:15 Right- SuiteO Universal 2018 18.0.11 RSU23828 Page i 4GG. veLargoAGREVLot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E g q- wrightsoft Right-J® 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: Lot78Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 3 Exposed wall Room height 8. 0 ft 9. 3 It heat/cool 6. 0 ft 9. 3 ft heat/cool 4 5 Room dimensions Room area 4. 5 x 8.0 ft 36. 0 ft' 6. 0 x 6.0 ft 36. 0 ft2 Ty Construction number U- value Btu[ Vft2- -F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 iL T- 12C-Osw 2A- 2om 2A- 2om 0. 091 0. 350 0. 350 n n n 2. 52 9. 69 9. 69 2. 85 10. 46 10. 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j11 W VL_ G 13A- 2ocs 12C- Osw 0, 201 Q. Q91 n a 5, 57 2. 52 5. 29 2. 85 0 0 0 0 0 0 0 0 56 0 56 0 311 0 295 0 y1 t- D 2A- 2om 13A- 2ocs 11DO 0. 350 0, 201 0. 390 a e e 9. 69 5. 57 10. 80 28. 96 5, 29 12. Q3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y1 t-- G 12C- Osw 2A- 2om 0. 091 0. 350 s s 2, 52 9. 69 2. 85 10. 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 2A- 2om 12C- 0sw 0, 201 0. 350 0. 091 s s w 5. 57 9. 69 2. 52 5. 29 11, 93 2. 85 74 0 0 74 0 0 414 0 0 394 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 2A-2om 13A- 2ocs 0. 350 0. 201 w w 9. 69 5. 57 28. 96 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 2A- 2omd 12C- Osw 0. 350 0. 620 0. 091 w w 9. 69 17. 17 2. 52 10. 46 16. 92 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79 0 0 61 0 0 154 0 0 89 R11 DO 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215 DC 1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-W 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 28 41 Envelope loss/gain 633 366 822 559 12 a) Infiltration 91 31 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 725 397 891 582 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 725 397 891 582 151 Duct loads 1 -00/0 01/6 0 0 00/0 00/0 0 0 Total room load 725 397 891 582 Air required (cfm) 1 41 18 50 26 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e t- wr t /gthw4mim- 2018-Mar-29 08:19:15 A& KRight-SuiteO Universal 2018 18.0.11 RSU23828 Page 2 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc - MJ8 House faces: E IF wrightsoft" 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: Lot78KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 It 30.5 It 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 352.5 It 352.5 ft2 1.0 x 251.5 It 251.5 ft' Ty Construction U-value Or HTM Area (ft9 Load Area (ft9 Load number BtutVft2 °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0T2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0Lam_ GG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 47 47 259 246 0 0 0 0 11 VL-G 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0,201 e 5.57 5.29 79 55 307 291 0 0 0 0 L--D 11 DO 0.390 a 10,80 12.03 24 24 259 289 0 0 0 0 y/ 12C-Osw 0.091 s 2,52 2.85 0 0 0 0 136 136 343 387 G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.57 5,29 130 130 725 689 0 0 0 0 G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 y! 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 108 78 197 222 I-G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 30 0 291 869 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17,17 16.92 0 0 0 0 0 0 0 0 PI - D 12C-Osw 0.091 2.52 1.45 270 270 680 391 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 209 281 Envelope loss/gain 2983 1698 1053 2197 12 a) Infiltration 314 106 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3297 3004 1353 3128 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3297 3004 1353 3128 15 Duct loads 1 -0% 0% 0 0 26% 40% 354 1243 Total room load 3297 3004 1707 4371 Air required (cfm) 185 136 96 198 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- wrighltsof t^ 2018-Mar-29 08:19:15 Right-Suite®Universal 2018 18.0.11 RSU23828 Page 3 veLargoAGRE\Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Ir wrightsofC 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: Lot78Kensing ton Resenret.a... Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 ft 7.0 It 3 Room height 8.0 ft heat/cool 8.0 If heat/cool 4 Room dimensions 7.0 x 5.0 ft 1.0 x 149.8 If 5 Room area 35.0 ft2 149,8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuhft2) or perimeter (ft) 8tuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 IL- s-G 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs 0201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 VL_G 12C- Osw 0,091 a 2,52 2.85 56 56 141 159 36 21 53 60 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 15 0 145 434 V)/ 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 1- D 11DO 0.390 e 10.80 12,03 0 0 0 0 0 0 0 0 y! 12C-Osw 0.091 s 2.52 2.85 40 40 101 114 20 20 50 57 L 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 1t_. G 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 t- G 12C- 0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0350 w 9.69 28.96 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5,57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 10,46 0 0 0 0 0 0 0 0 2A- 2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 P I- D 12C- 0sw 0,091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 20P-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 27 90 Envelope loss/gain 349 346 562 995 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 467 386 631 1019 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 386 631 1019 Duct loads 26% 40% 122 154 26% 40% 165 405 r15 Total room load 589 540 796 1423Air required (cfm) 33 24 45 64 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V4_ wir101N1tr4:x1rt 2018-Mar-29 08:19:15 Right- SuiteO Universal 2018 18.0.11 RSU23828 Page 4 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E LL - wrightsoft, Right-JQ 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: Lot78Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name rm 3 bth 1 2 Exposed wall 25.0 it 5.5 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 14. 5 x 10.5 it 152. 3 ftt 11. 0 x 5.5 it 60. 5 ftz Ty Construction U-value Or HTM Area (112) Load Area (ft) Load number Btuhlft2-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 84 84 212 239 44 44 111 125 2A- 2om 0.350 n 9.69 46 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 y/ 12C-Osw 0.091 e 2.52 2.85 116 86 217 245 0 0 0 0 l 2A-2om 0.350 a 9.69 28.96 30 0 291 869 0 0 0 0 13A- 2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 Vf/ t-- G 12C- 0sw 0.091 s 2,52 2,85 0 0 0 0 0 0 0 0 2A- 2am 0,350 s 9.69 10.68 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0,201 s 5.57 5.29 0 0 0 0 0 0 0 0 11 2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.52 a85 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A- 2omd 0.620 w 17,17 16.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.89 1.74 152 152 135 265 61 61 54 105 F 20P-11t 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F 22A-tpl 0,989 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 180 21 Envelope loss/gain 1183 1967 295 278 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 11429 2051 349 296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1429 2051 349 296 15 Duct loads 261% 40°% 374 815 26% 401% 91 118 Total room load 1803 28661 441 413 Air required (cfm) 101 1301 125 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w Ipf taoft 2018-Mar-29 08:19:15 µ^ - n. •W^ Right•SuiteO Universal 2018 18.0.11 RSU23828 Page 5 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Fr- wrightsoftr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINC, F531CODISCOWAY, SANFORD, FL32771 Phone:407-333.2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 3 Exposed wall Room height 5.5 ft 8.0 It heat/cool 11.0 If 0 ft heat/cool 4 5 Room dimensions Room area 6.5 x 5.5 ft 35.8 ft2 1.0 x 132.3 It 132.3 ft' Ty Construction number U-value Btuh/ft2- °F) Or HTM Btuh/112) Area (ftzi or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Ij12C-Osw 2A-2om 2A-2om 0,091 0.350 0.350 n n n 2.52 9.69 9.69 2.85 10.46 10.46 44 0 0 44 0 0 111 0 0 125 0 0 88 0 15 73 0 0 184 0 145 208 0 157 11 W L.( 13A-2ocs 12C-Osw 2A-2om 13A-2ocs 11 DO 12C-0sw 2A-2om 0.201 0.091 0.350 0.201 0.390 0.091 0.350 n a a e e s s 5,57 2.52 9.69 5.57 10.80 2.52 9.69 5.29 2.85 28.96 5.29 12,03 2.85 10.68 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 W! t-D V11 t-. G y! t--G y! 1-G R 13A-2ocs 2A-2om 12C-Osw 2A-2om 13A-2ocs 2A-2om 2A-2omd 12C-Osw 0.201 0,350 0,091 0.350 0.201 0.350 0.620 0.091 s s w w w w w 5.57 9.69 2.52 9.69 5.57 9.69 17.17 2.52 5.29 11.93 2.85 28.96 5.29 10.46 16.92 1.45 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 0 0 0 0 0 0 0 I--D 11 DO 16B-30ad 20P-11t 0.390 0.032 0.078 n 10.80 0.89 2.16 12.03 1.74 1.12 0 36 18 0 36 18 0 32 38 0 62 20 0 132 0 0 132 0 0 117 0 0 230 0 C F F 22A-tpl 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 54 41 Envelope loss/gain 180 153 447 554 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 600 0 Subtotal (lines 6 to 13) 234 772 555 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 772 555 590 15 Duct loads 1 26% 40% 61 307 26% 1 40% 1451 235 Total room load I 296 1078 700 825 Air required (cfm) 1 1 17 49 39 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w gt taof!^ 2018-Mar-2908:19:15 w•r. Right-SuiteO Universal 2018 18.0.11 RSU23828 Page 6 veLargoAGRE\Lot78KensingtonReserveLargoAGRE rup Calc = MJ8 House faces: E wrightsoftr 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: Lot78Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22.0 it 7.5 it 3 Roam height 8.0 it heat/cool 0 it heat/cool 4 Room dimensions 1.0 x 111.0 it 7.5 x 5.0 It 5 Room area 111.0 ft2 37.5 ftx Ty Construction U-value Or HTM Area (ft2) Load Area (ftx) Load number Btuh/ft2-'F) Btuhftz) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-Osw 0,091 n 2.52 2.85 104 92 232 262 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0 L4--CG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5,29 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2,52 2.85 0 0 0 0 0 0- 0 0 2A- 2om 0.350 a 9,69 28.96 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 t-- D 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 t- G 12C- Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om " 0.350 s 9.69 10,68 0 0 0 0 0 0 0 0 t- G 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2.52 2.85 72 72 181 205 60 60 151 171 2A- 2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5,29 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A- 2omd 0.620 w 17.17 16.92 0 0 0 0 0 0 0 0 PII D 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0,390 n 10.80 1203 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.89 1,74 111 111 98 193 38 38 33 65 F 2OP-11F 0,078 2.16 1.12 0= 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 56 17 Envelope loss/gain 628 729 184 219 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 844 803 258 244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 803 258 244 15 Duct loads 26% 40% 221 319 261% 401/6 68 97 Total room load 1065 1122 326 341 Air required (cfm) 60 51 18 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl stsaf t^ 2018-Mar-29 08:19;15 Right - Suite@ Universal 2018 18.0.11 RSU23828 Page 7 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Ir wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot78Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 3 Exposed wall Room height 0 ft 0 ft heat/cool 0 It 8. 0 ft heat/cool 4 5 Room dimensions Room area 5. 5 x 4.5 ft 24. 8 ft2 5. 5 x 4.0 ft 22. 0 ft2 Ty Construction U-value Or HTM Area (111) Load Area (ft Load number Btuh/ftz°F) Btu ft') or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-Osw 2A- 2om 2A- 2om 0. 091 0. 350 0. 350 n n n 2. 52 9. 69 9. 69 2. 85 10, 46 10. 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LI-G 11 W y/ 13A- 2ocs 12C- Osw 0. 201 0. 091 n a 5. 57 2. 52 5. 29 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 13A- 2ocs 11 DO 0. 350 0. 201 0. 390 a a e 9. 69 5. 57 10. 80 28. 96 5. 29 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G t-- D V+/ f- _ 12C- Osw 2A- 2om 0. 091 0. 350 s s 2. 52 9. 69 2. 85 10. 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V r G t-- G 13A- 2ocs 2A- 2om 12C- Osw 0. 201 0, 350 0. 091 s s w 5. 57 9. 69 2. 52 5. 29 11. 93 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 13A- 2ocs 0. 350 0. 201 w w 9. 69 5. 57 28. 96 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2A-2om 2A- 2omd 12C- Osw 0. 350 0. 620 0. 091 w w 9, 69 17. 17 2. 52 10. 46 16. 92 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 16B- 30ad 0. 390 0. 032 n 10.80 0. 89 1Z03 1. 74 0 25 0 25 0 22 0 43 0 22 0 22 0 20 0 38 CF 2OP-11t 0,078 2,16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 2 Envelope loss/gain 22 40 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 122 40 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 20 36 15 Duct loads 26 % 40% 6 16 26 % 40% 5 14 Total room load 28 56 25 50 Air required (cfm) 2 3 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V$&- Vwr4wIh1t=4M'rt ° 2018-Mar-29 08:19:15 Right- SuiteO Universal 2018 18.0.11 RSU23828 Page 8 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE.rup Calc = MJ8 House faces: E Ej r wrightsott, Right-JO Worksheet Entire House 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: Lot78Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 289.0 It 5 Room area 289.0 IF Ty Construction number U- value Btuh/ ft2-°F) Or HTM BtulVft2) Area ( W) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N(P(S Heat Cool Gross N/P/S Heat Cool 6 Vjf LL 12C- 0sw 2A- 2om 2A- 2om 0. 091 0. 350 0. 350 n n n 2. 52 9. 69 9. 69 2. 85 10. 46 10. 46 0 0 0 0 0 0 0 0 0 0 0 0 11 W V)! 13A- 2ocs 12C- Osw 0. 201 0. 091 n e 5. 57 2. 52 5. 29 2. 85 0 32 0 32 0 81 0 91 L 2A-2om 13A- 2ocs 11DO 0. 350 0. 201 0, 390 a e e 9. 69 5. 57 10. 80 28, 96 5. 29 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 G y! L- D W/ L-- G 12C- Osw 2A- 2om 0. 091 0. 350 s s 2. 52 9. 69 2. 85 10. 68 168 15 153 13 386 145 436 16O y/ I--( V 13A- 2ocs 2A- 2om 12C- 0sw 0201 0, 350 0. 091 s s w 5. 57 9. 69 2. 52 5. 29 11, 93 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 t--- G 2A•2om 13A- 2ocs 0. 350 0. 201 w w 9. 69 5. 57 28, 96 5. 29 0 0 0 0 0 0 0 0 16 P 2A- 2om 2A- 2omd 12C- Osw - 0. 350 0. 620 0. 091 w w 9. 69 17. 17 2. 52 10. 46 16. 92 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0,390 n 10.80 12.03 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 289 289 256 503 F 20P-11 t 0.078 2.16 II A 2 48 48 104 54 F 22A-tpi 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 69 Envelope loss/gain 972 1174 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants P 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 1217 1257 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1257 15 Duct loads 1 26% 400% 319 500 Total room load I 1536 1757 Air required (cfm) 1 1 86 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c - p wr l tsoi'e^ 2018-Mar-29 08:19:15 Right- SuiteO Universal 2018 18.0.11 RSU23828 Page 9 veLargoAGRE\ Lot78KensingtonReserveLargoAGRE-rup Calc = MJ8 House faces: E Duct System Summary Job: LotMensingtonReserv... wrightsoft" y y Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Project For: RYAN HOMES 2316 KELMSCOTT COURT, SANFORD, FL 32773 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 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/ 100ft 1160 cfm 119 ft Supply Branch Detail Table - - Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 1 h 441 25 19 0.237 4.0 Ox 0 VIFx 16.1 85.0 st1 great rm h 3222 181 153 0.208 8.0 Ox 0 VIFx 23.2 92.0 st2 great rm-A h 3222 181 153 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2 kitchen h 3297 185 136 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2 laundry c 1078 17 49 0.235 5.0 Ox 0 VIFx 16.9 85.0 SO loft h 1536 86 80 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr bth h 1065 60 51 0.295 5.0 Ox 0 VIFx 11.3 70.0 mstr rm c 4371 96 198 0,304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 rnstr wic h 326 18 15 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int c 56 2 3 0.326 4.0 Ox 0 VIFx 3.5 70.0 mud rm h 891 50 26 0.212 4.0 Ox 0 VIFx 21.3 92.0 st2 pdr h 725 41 18 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2 rm 2 c 1423 45 64 0.232 60 Ox 0 VIFx 18.4 85.0 SO rm 3 c 2866 101 130 0.227 6.0 Ox 0 VIFx 20.8 85.0 SO rm 3 wic h 589 33 24 0.209 4.0 Ox 0 VIFx 29.8 85.0 SO rm 4 h 700 39 37 0,300 6.0 Ox 0 VIFx 10.1 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 637 487 0.202 596 14.0 0 x 0 VinlFlx st1 Peak AVF 220 286 0.209 648 9.0 0 x 0 VInIFIX wrRghtsoti- 2018-Mar-29 08:19:16 w ,,., s M Right -Suite® Universal 2018 18.0.11 RSU23828 Page 1 IeLargoAGRE1Lot78KensingtonRes erveLargoAGRE.rup Calc = MJ8 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrtghtsoft, 2018-Mar-29 08:19:16 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 2 veLargoAGRE\Lot78KensingionReserveLargoAGRE.rup Calc = MJ8 House faces: E 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: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) 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 3l29/2018 8:12:21 AM Page 1 of 1 r---------------------------------i I 1 I 1 I 1 i 1 1 ' i I I I I I I I I I 1 a I lr 3 16'x12' 155 1 5 14x8 iwcd 14x iw d 4• 8' 8' it I bath duct sv --- --- 135 8' o roof cap _____ _ 14x8 iwcd q f an , 8x4 iwc( atone 696RNB ` Transfer ducts/grOtes sized in compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. V-eaaTll— (A. 0' I LIE OF W FLOOit MOVE W-WxT-raw ------ 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL A/C AD I Builder will need to provide a/c duct chase DBIMS ! A 4414 DBMS Sx4 iwcd 15 4' 50 t 10x6 iwcdt5' I 3' bath duct 14• 8x45 we to roof cap 18x18 rag 5 4.,x w/fan we - Nutone 696RNB 14x8 iwcd 200 w,rryaCLs35 6 10x6 lwcd w 80 20x6 wall rag 0. 0 wcd ig• tiam 50 4• dryer duct x4 1wc to roof cap 6- "' w/dryer vent box 65 10x6 iwcd FW 3' bath duct A 20 to roof cap 2Ox6 vat rag 8x4 iwcd w / f an Nutone 696RNB 1BT 001l06 20x6 wall rag 6' 130 WjW r as 10x6 iwcd r•a' as I 8x4 iwcd per. 3. 0 TON V/8KW H240V 1FH 1843 plen platform by bldr scale ' 1/8'=1'0' i Rating Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. W LLJ LiJ V z LLJ 0 I,- D O C\ lJO EZ-, z m to Q z CU I d 00 W Q1Jr'- y/ r-,LL z O m w z 0 z Q I— p m L. 0 E— 3: J Q Z) J O=) Q W m CL J V) 0 0 1A*76j- 4 o We3 S v5D I v a "j Ova pua Advantage Plumbing, Inc License Signature vv. 1 0 21 3 # Iv V-01 V771-' 8 19 J-/v DESCRIPTION AS FURNISHED: Lot 78, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 83 LOT 84 N 00019,09" W i o off 55.36' LOT 80 LOT 78 31,80' 41.60' 26.0' A o EXTENDED LANAi 12.68' 30.0' PROPOSED MODEL LARGO VSi - A GARAGE RIGHT 12.68' Ok to construct single family home imperviouswithsetbacksand shown on plan. r • S LOT 77 LOT 79 12.6s' 8 7 ENTRY 21.3' 12.68' 16' DRIVE 30,53' 25. 220 5.20' iQ' UTIL. ESMT T 5' WALK P.C. 14.84' 9 CURB N 00019, 09" W (B.B.) 55, 36' ACELHSCLOTT COURT PRIVATE R/W) WIDTH VARIES PROPOSED g FNSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY ourFRONVTT"L. 9c r gML`A : n 1 y uv(2n T PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR ==20' PROPOSED DRAINAGE FLOW TYPE op IMPERVIOUS COVERAGE = 2,119t SQUARE FEET OR 33.3X LOT UARE FEET6,3661 Q353:t SIDE = 5' FOR 40' LOTS SIDE 7.5' FOR 60' LOTSLOTGRADINGB PROPOSED FWiSH F100R PER PLANS 31.9' LIIVINGOAREA CONTAINS i, NTAINS SQUARE FEET SiDE = 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 766t SQUARE FEET SIDE STREET = 25' CRUSEYVHEM?-,S'C'OTT ASSOC, INC, - LAND S UR VE YORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32$07 (407)-277-3232 FAX (407)-65$-1436 P PLAT PA,L. POINT ON LINE NOTES' FIP. a FIELDIRON PIPE TYP. PRC. TYPICALPOINTOF REVERSE CURVATURE I, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRAC77CE SET FORM BY THE FLORIDA BOARD OF IR. IRON ROD P.C,C, POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J—17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES C.N. SET [R. CONCRETE MONUMENT I.R.ED 4596 D. RADIAL 2, UNLESS EMBOSSED WITH SURVEYORY SIONATVRE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECQVERED RECOVERED WPMR, vP. WITNESNON-RASvttNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED 70 THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.@. POINT ' @EGIteItNo CA CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. ROC. POINT DF COMMENCEMENT PRJA PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENT'S HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, It CENTERLINE FF. R.S.L.NK+ FINISHED FLOOR KLINE ONBENHINDSETBACKLINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ R7v NAIL f. DISK R[GHT^OF-MAY @IA BENCHMARK B. DIMENSIONS SHOWN FOR THE LOCATION Of IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT @.H. RASE HEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.BJ DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED CW NATIONAL GEODETIC VERTICAL DATUM OF ,B20, UNLESS OTHERWISE NOTED. UTILCHAINCLEC. CL5F UTILITYLINK PENCE B. CERTIFICATE OF AUIHORiZAWN No, 4596. C/o CO C FENCECONCRETE@LOCK SCALE /--^ 1" +• 20 ^-^-^I DRAWN BY: •"" P.C. PT. POINT OF CURVATUREOFTANGENCY CERTIFIED BY, ORDER No. DESC. a DESCRLPTTgNDESCRIPTION RADIUS PLOT PLAN 03-20-2016 1588- 18 L ARC LENGTH D DELTA C CHORD CL CHORD HEARING NORTH THIS BUILDNC/PROPERTY DOES NOT LIE WITHIN ------ -- ----- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" TOM X, ENM R.L.S. ZONE X' MAP 112117CO09OF (09-28-07) JAMES W. COTT, R..S / 48 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 0 ml ROF TRUSSES PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:78 / MODEL:LARGO Vl ELEV:A GAR R JOB#: 71761 MASTER#: WRCLG1AE9 OPTIONS: EXT LANAI::9'-4" CLG Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1AE9 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "A" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -90 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0209742 A01 1/4/18 13 A0209754 CJ3 1/4/18 25 A0209766 FL04 1/4/18 2 A0209743 A02 1/4/18 14 A0209755 CAE 1/4/18 26 A0209767 FL05 1/4/18 3 A0209744 A03 1/4/18 15 A0209756 CJ5 1/4/18 27 A0209768 FL06G 114/18 4 A0209745 A04 1/4/18 16 IA0209757 E01 1/4/18 28 A0209769 FL07GE 1/4/18 5 A0209746 A05 1/4/18 17 IA0209758 F03 1/4/18 29 A0209770 FL08 114/18 6 A0209747 A06 1/4/18 18 IA0209759 F04 1/4/18 30 A0209771 FL09 1/4/18 7 A0209748 B01 1/4/18 19 IA0209760 F05 1/4/18 31 A0209772 FL10 1/4/18 8 A0209749 B02 1/4/18 20 IA0209761 FG01 1/4/18 32 A0209773 FL11 1/4/18 9 A0209750 B04 1/4/18 21 A0209762 FG02 1/4/18 33 A0209774 FL12GE 1/4/18 10 A0209751 CA 1/4/18 22 A0209763 FL01 1/4/18 34 A0209775 HJ2A 1/4/18 11 A0209752 CAA 1/4/18 23 A0209764 FL02GE 1/4/18 35 A0209776 HJ3A 114/18 12 A0209753 CJ2E 1/4/18 24 A0209765 FL03 1/4/18 36 A0209777 HJ6E 1/4/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-t Roof I russes, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [All Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Antt%n T. Tombo, !It engineering responsibility for the design of the single Truss depicted on the TDD only. ey Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. III, P.E. SERIAL #: 3B BCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3Q-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRGLG1AE9 No. Seal # Truss Name Date 137 A0209778 HJ7 1/4/18 38 A0209779 J2A 1/4/18 39 A0209780 J3A 114/18 40 A0209781 ME 1/4/18 41 A0209782 _ J7 1/4/18 42 A0209783 M7G 1/4/18 43 A0209784 VM3 1/4/18 44 A0209785 VM5 1/4/18 i 45 STDL01 STD. DETAIL 1/4/18 46 STDL02 STD. DETAIL 1/4118 47 STDL03 STD. DETAIL 114/18 48 STDL04 STD. DETAIL 1/4/18 49 STDL05 STD. DETAIL 1/4/18 50 STDL06 STD. DETAIL 1/4/18 51 STDL07 STD. DETAIL 1/4/18 52 STDL08 STD. DETAIL 1/4/18 53 STDL09 STD. DETAIL 1/4/18 54 STDL10 STD. DETAIL 1/4/18 55 STDL11 STD. DETAIL 1/4/18 56 STDL12 _ STD. DETAIL 1/4/18 57 STDL13 STD. DETAIL 1/4/18 58 STDL14 STD. DETAIL 1/4/18 59 STDL15 j STD. DETAIL 1/4/18 60 STDL16 STD. DETAIL 1/4118 Page 2 of 2 Job Truss T s5 Typa Oily Ply RYAN HOMES / LARGO v1 WRCLG1A 9 A01 Hi Girder 1 1 AQ2Q9742 Job Referenoe,(optional)-- J f Trusses, Fort Pierce, FL 34946, design@a1truss.com Run 8 12p s Nov 12 2017 Print: 8.120s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:38 2018 Page 1 I0:hA3xRN 7kH8GY_sQsevncy2zOBnp-xqn WMP23Lg?ynL?KIccO3rQbKwm 1 TkL4J2ooFGzyisR 1 0 p 7-0-0 12-4-917-7-T 23-0 0 30 0-0 31-0 1- 0p0t -- ... -7 5 9 }- 5 2-13 .._.__ j ... -5:4 9 + ----7-0_Q -- i1_0_ 27 28 " 29 30 11 31 32 33 400 =:= 2x4 I I 3x8 - 500 MT20HS =- 2x4 11 U6 1 7- 0-0 12-4-9 - _ f----- 17- 7-7 ... 5- 2 23- 0-0 1 __ 7_0 0 5-4-9 13 5-4-9 Plate Offsets tX,Y)-- LM-0-0,0-0-141,_L 0 7-12i0 2-al, j6 0 7 12,0-2 8] [7 0-0 0,0-0-1.31, (12:0-3-0,0-1-81_ - LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 10-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.58 10-12 624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 10-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MlTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - _ REACTIONS. ( lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 249410-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 893(LC 4) 7 = 893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5140/1869, 3-20=-6367/2382, 20- 21=-6367/2382, 4-21=-6367/2382, 4- 22=-6367/2382, 22-23=-6367/2382, 23- 24=-6367/2382, 5-24=-6367/2382, 5- 25=-6390/2392, 25-26=-6390/2392, 6- 26=-6390/2392, 6-7=-5136/1867 BOT CHORD 2- 13=-1633/4652, 13-27=-1630/4668, 27- 28=-1630/4668, 12-28=-1630/4668, 12- 29=-2276/6390, 29-30=-2276/6390, 11- 30=-2276/6390, 11-31=-2276/6390, 10- 31=-2276/6390, 10-32=-1635/4664, 32- 33=-1635/4664, 9-33=-1635/4664, 7- 9=-1638/4648 BOT CHORD 2- 13=-1633/4652, 13-27=-1630/4668, 27- 28=-1630/4668, 12-28=-1630/4668, 12- 29=-2276/6390, 29-30=-2276/6390, 11 - 30=-2276/6390,11-31=-2276/6390, 10- 31 =-2276/6390,10-32=-1635/4664, 32- 33=-1635/4664, 9-33=-1635/4664, 7- 9=-1638/4648 WEBS 3- 13=0/504, 3-12=-738/2061, 4- 12=-690/480, 5-10=-700/478, 6- 10=-753/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=893, 7=893. Dead Load Dell. = 5/16 in 9 4x10 -= PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16- 11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb dawn and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18- 11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-114 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.2E Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=- 123(F) 21=-123(F) 22=-123(F) 23=-123(F) 24=- 123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=- 70(F) 29=-70(F)30=-70(F) 31 =-70(F) 32=-70(F) 33=- 70(F) Mc xq F#sze flora}tfi ewr Wt a, f7Gf ttSSi3'itt(E}'i 6FAEG. lEtd4 t(">KEaiIC#(SS1JM ilTl,kEC1C9;C3SMEA'Wc-fr,dt kV}tprtadru wlrM urns rw ast nzirsp 3.cq;lCt?wf MlMwrl lwb&;J.ttdxear ke+MNa nr fltlns gknrne sNlNwge tQ@. day dktee, uavr krtte M haef la Wt ti6aa.d/. lse t zMzge Epdex re S¢e:Mtr h}ux,Mudnar l9p!eprsMsua.eµ7t,!adne pdanud eq.ae d}eywupinr }. Ik And.. zt We sap rt iryanfude (OR uh. rdx tpl tM t:cp nsrap,nz ha(x}cuWnus.tmlxmr An'hgny T. Tombo 111, P.E. W aetlao( he ar W Aq sMrcs}xAxtlRdht9 m.dt0.w;xer•xe yedane tnwq 6a,pxara:wtrtdne lRE. ds 3(aA tk bid laaa.g. aM [m.l.!..w t d 10 M ul ut N4 aed Pt t,r+i. Iraq mye Mhlld. Wkx sM: a t+liF.Wdmd a80083 WtFfth, ir",W( wc,11w-.,.100 uA re p0111a4M49- d M W 014-peen tFtg Flat mu MSll pMszb#y im MG(AxtMxwoAltt wprarxn Ir t ann> xa. t10-ins Wool'0411'. Nx}w nz 9als iopux W N, M.mdMt'x xs` 4451 St_LUde Blvd. Ac+> rke MuH};aLaAh(t epees t,Mm.rmiq igdl pnxs uvtel He tus@esrptgnee is ACt 6kt t>+daq k;yau xt.ts.isRa Ea}nwdaJ udWq}Ali cep,tdaNxrWsxea/etaetdtpl Fart Pierce. FL 34946 0pY1fiht01016A- Ikodlwsses Antkonyi.lomho111,P.E.teprodndionofM,unman,inGAY low iiprohidittdxithrattbenitnenfemiisionI'm AItootlrtsset Aa AonrLioa6o10,R.E. WRCLGIAE9 IA02 (Hip AN V1 A0209743 Job Heference O tianal1RoofTrusses, Fart Pierce, FL 34946, desi n a1truss.com - — —. -_- 9 Run 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:39 2010 Page 1 i-0 ID hA3xRN7kH8GY sQsevncy2zOBnp-QOLuak3h6 7pPVaWSJ7Fb3zp4J1oCJBDYiYMoizyisQ15-0-0 21-0 01-0-0 9_0_p - . _. f - - - --- - -- - _ — - 30-0'O6-0.0 6_0_0 f - - ---- _ - F31'0 9-0-0 {_4e i 4x6 3x4 3x6 II 3x4 4x6 :--- 3x4 -:- 4x6 --- LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCDL 10.0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 BCLL 0.0 Rep Stress Incr YES BC 0.96 WB 0,31 Vert(CT) Horz(CT) 0.38 12-15 0.09 946 240 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 8 0.20 12-15 n/a 999 n/a 240 LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mifek recommends that Stabilizers and required l cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min, 0-1-8) 8 - 1260/0-3-8 (min. 0-1-8) Max Horz 2 - 74(LC 12) Max Uplift 2 =-357(LC 8) 8 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-2125/1421, 4-5=-1992/1451, 5-6=-1992/1450, 6-7=-2125/1421, 7-8=-950/0 BOT CHORD 2-12=-1101/1872, 11-12=-1336/2204, 10-1 1=-1336/2204, 8-10=-1 104/1872 WEBS 4-12=-104/469, 5-12=-404/271, 5-10=-404/271, 6-10=-104/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 2e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding- 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=357, 8=357. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 3x6 II PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% Wad-Rwu M1+rwrN.Enk.Ite `AIt 10 ttJ S-iiafk"i, urtA'[ttMSt(-R,%'AC%r/c7,7k'tA Azr -Y;? RA7"Ias. tads ku ruwarcs Wreal ulaGatxatrr.3eir)—,l[pp`,wvi,l-%,itmu,,,F.E.W.",fke«rswasne Wit ow w,4" M 109..4MriewatwcrltPo'alf fa nn i•3Uaw dN.{:a im ituois geaet?tt, s1co,irp4:stud. qr lBBflp"f wlf"sm, AM poi,"Osq a.mwret5esapt tn.sk 0.4. f. 100 sw *141.ilk{M+Ah rq/nws.lw{lj:wbng4. ud YAAqadsrXxrsuoa ,Neu imXa.4.a.d Q eEsa mwadqu as twNgh,yea.e,zxmanem.neut Na x mr a Mi w,e r,r01%70aWa.rar, Xa ,u. u a Anthony T- Tembo 111, P.E. 4etepasssar:wi[,xxw41, moc vaw.a me 100 uN tx pev" ml ro., 0Ae i s dnp.amua«t kaug snanaroa „r,+saa:nd x80083M6ICearsmm; 4vpa.N1, Vrga,Mah e, ad, 16 vardaeard Ye pwr+p awd ,, lows Mn rc,pnu wws aSPxarXdrL sRu}wc is+s 3xs. i+pww mafwy, a#.ronMnw-wksiearaiaaxekkprtwrwtgeedraw a"nnykdr Wrw wnNet@[wsc Oei,[n[xpwxnrCt a:4elHaq 8n4m,a L•nc.e¢ea iafwaw Xai wdhrp mhq: aN k'as arnkhneawfpl 4451 St. Lucie Blvd. CaPitilht 2t16 A-t toot lmssez-Amhonyt[amhu flh P.E. teprodaaia 4161%110cumwt, io anq form, is prohihitad without the wsirtan peimissian lwm A too( Imses AothonrL[omtulll,P.f. Fart Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLGIAE9 A03 Hip 2 1 A0209744 f Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:40 2018 Page 1 ID:hA3xRN 7kH8GY-sQsevncy2zOBnp-uCvHn43KtlFgOf9jPOeU8GWyxjTRxmaNmMHvK9zyisP 1 0 5-7-14 11 0-0 19-0-0 24-4-2 30-",1 0 F _p 05-7 14 I -- 5 T' . --- --- 8 0 0 _ --l---------- 5 7 5 7 14#31 0 4x4 4x8 -- 13 II 4x6 11 3x8 =_ U6 -- 3x4 19- 0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.22 11-20 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.46 11-20 788 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Wind(LL) 0.19 11-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 - 1260/0-3-8 (min, 0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 - 89(LC 13) Max Uplift 2 = 339(LC 12) 9 - 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1207/130, 3-4=-2239/1628, 4- 5=-1932/1362, 5-6=-1739/1343, 6- 7=-1932/1362, 7-8=-2239/1628, 8- 9=-1208/129 BOT CHORD 2- 13=-1341/2009, 12-13=-963/1739, 11- 12=-963/1739, 9-1 1=-1348/2009 WEBS 4- 13=-322/427, 5-13=-81/417, 6- 11=-82/417, 7-11=-322/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 2=339, 9=339. LOAD CASE(S) Standard Dead Load DeB. = 1/8 in xt. ag-lN.t,tw RU:rn I*%IiwwkitIr' ltiri6rh3A;IfdR &0011(M(U9px Kil"V EVJ)fAlEAi Inn-vrtft gprtwe ,WIl dalteatwslimr6uM)s-4!11' WN1"tx7l 1x0` f(ddwew1Ita+'""4 t (W-11 wne"a-4e'DO -r 1 —— xetnk; gMMfrww. 4nerde4nl(n M1w iAO ilhxd. 45R7f'f51t<tfplflglMt<fl.I(t:fllle (IQPkt(; 1t 4UNq?I. tSMSUwifpi;f 11 tlY p11k4fNtOfff}f!'llEftNail/lllh'4'IM If4}C ABM sqy ld"MtM11.M.1,Ak TkI k t"ip ttSlwpiM. Ilogf.ftw S000I R1}!rl(1f1Y T, TrJ(TlbQ its, P.E. tMsuxa sfe..0•aer•INq is Nt srw tkdmdga 4,m,hQwan entm xt egew er uetalAsq Dn ter atee:annA(a1K.ar6,Wne lrza M)a¢Nt lm lxl `hqp+n dtk'Wx. hilt »Aae fuss. hdq bdiq,wrh€.hsbnkne.Mhaws sM:la we nsps;Wo.A - r80083 Re kaww(Sisyx of Carse¢i. d€uw ,asa, wl6r lQP tellh peaces ad (nklwesAne iwUq( aai'Mm ra4 apw'Pt4G pm sbdh Iq rd8tdns xl 04. penis?4— It IA*elt sgas?imu n3 mursdwx 1. es. hen{«I I-ess Jes. upmw aaA rms Ma[m+nn-Wass 4451 St, Lucie Blvd. efuav tlnMtga;tw a1 tprsq +etn vxNfyhdi rarsmdsW. fh 4nssa af8we+s;s AC`A efa gvei,pn.ni.r.s Six wsfstranaaC ses>Cst mh,w** Kw,nsasss0#.(sa Ir1 i. ZEFart P:erce, fL 34446 epyritbl 02016 A I Rool lw m- Anhonyl. lomhe 111, R.E. Rtpoduaw OMt dowmeni,matylotm, isptohiWtd wit wthe-Vet permssioetmm A-IRoollmwt Atthony T. iombolll,1`1 Truss RYAN HOMES / LARGO v1 WRCLGIAE9 A04 Hip 2 1 A0209745 Job Reference a tianal 1 At Roof Trusses, Fort Pierce, FL 34946, design@attruss.conn Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:41 2018 Page ID:hA3xRN7kH8GY sQsevncy2zOBnp-MPTf?Q4yebNXeokvzkAjhU23B7j4gDeW?01Ssbzyis 1 0 6-5-13 __- 13-0-0 17-0 0 23-6-3 ___30-0-0 31-0-Qt_0- -_ - 6513 _._{ 6-6-3- ..-- .,. i 4-0-0 _ 1 6-6-3 --- f 6-5-13-11-0-0 4x6 tl 4x6 /1 Dead Load Defl. = 3/16 in 4x6 11 3x4 -- 4x6 - - 3x4 - - 4x6 11 10-6-8 -- 8-11-1 j Plate Offsets (X Y} - [2 0 3-15,0-0 4jJ5 0 3 1,Edgej (6:0-3-1 Edge] L9.0-3-15,0-0 4j_ LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0,45 13-16 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0,31 13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. m- MrTek recomends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 34=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532,9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 6-11=-222/498, 7-11=-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=358, 9=358. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% Frmq Ilwse llttpkl a rce lta'F-i l P flUSSfi<,'4CilEl'6EA',rk, rElNSt(7FGOIGS Pl410ki, tt2l ;A,tNGiP,i9fidEA?'In+rt. Ic Bup rawaaz Wrrel xlet wlxi Lmt Besga 9tnwr (f4HM,UIWrI I¢mN d,. U. 10-4w 44 my Udies dfMnst sidd MXe 10@, xh hYl<x:wrnr rrc iml: fe ndfmM lBA a k.d+l. 4s ns Aesm f gaeriie.SgoMr Eryiar z udnxr N9!gresMtmam+wad de Kdisswd gsEexr ngwsdnmS ne/n.}eotM aInssNMNwik IPP x(e vltt f-1. 'k kM1 p muap n NYrr;Hdnw:.cddtlrymE x dqs brt O u Mduq lti tk sp rialm dne 7.mr. Ae 0..4s aas id ara Ne Mu Os> r :drnane M:. is a'. xl M mxr x ue xs nst 'u Anthony T. Tomb80083 i[i, P.E. q rm* e1 gtendkmgiwaad/mdn.irn4.naeg4 gstqeadld .ekmxy:u Rratird a80083M tdej Jtspxe mf Ct ax. tf'. rana sn mA e tU!!pi@e pmne al.tdwsdae Rtlaq(+msdeg Ea»,amM x4r N4UtAr#m in ed tul ae;du auM prc€pe:ewu R-i a3as ae,rvMsd a<c mS Porn Cae Orss Deupm i.as k upsx a£4F,, r+,N ix aRn 44$t $C. Lucie Blvd. e&rnm(dAUMr a'.uGul qmd gea.mtq 4r dt Nrwsen f,N. It ;ksq. fna 1s ICT NW., U,4., x Lu sf". lea d aq"aan AIkw0vi »x:m<es wordu ktli. Fort 1 St, , Lucie Blvd. apytitAr}YGI6 A I teot Anthony Llom6a 116 k.E. Reptaluainn of r4i41ocumcai, in aay form. is prohibited wBM1cur the«rittee permistien from A taaf itrtus-Fr M1eor 1. 34946 Com6a lli, P.E. Job Truss Truss Type WRCLG1AU A05 Common RYAN HOMES / LARGO v1 A0209746 A1 Roof Tru-sses, Fart Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 75:17:41 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-MPTf?Q4yebNXeokvzkAjhU26J7jzg7nW?01SsbzyisO 1-0-0 _ 8-0-0 15-0-0---22-0-1 P 30-0-0 --- 1-0 Q 7-0-1 7-0-1 8-0-0 0- 0 06 II 5.00 FU 4x6 =--- 3x4 --= 4x6— 3x4 -- 19-it-t , LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0,43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1260/0-3-8 (min.0-1-8) 10 - 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 13) Max Uplift 2 = 374(LC 12) 10 - 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOTCHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363, 10-12=-1299/1966 WEBS 6-12=-471/701, 8-12=-425/553, 6-14=-471/701, 4-14=425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=374, 10=374. LOAD CASE(S) Standard Dead Load Defl. = 1/4 in 19 6 4x6 II tiraM-nnse MxwtM. tna«ia t1A7C°Ruii.K"SE.[FI"r N114At fE1MSt C`4nG1S{d}i9k IlN+(d{TtlGif)NtA"Ixx_[a leup raxm l am rAn ar+rl ssc7e :d myl((;wi eeAMnzl tsMONi.l rldx kea: ka ear UAssatc•u zMela14 t0@-sir rtile:t—roi tsx salon', Ix ae DO 1..'.K 4 r`•t%Woo[ -Ie Soaxtle Erear;. 4r.4arry Too,",u.s. r"ooc'daa P9s"idryws•aq ros1.414'4• M 0"'r 0 a' 1.01 I.s h,=or, w M 106 air +Main -I. 71o' Mp resarpar. IW6l;apoas. smrtlmi A):hwy T. Tombo 11, P.[. xru0511 Is, rot ear' bOn01?eharlsta.ai,~14'"t,for Wil"hi", NOseNlatk 1it:a11k,WN1,mojA W RI 'h4""0W74Ww loll fMrns'.1,01lwlroym-W,.010 .0N k'ars,n"rvd or z 80083 MW4rg0's}reW(.arr6nAlams,e w..M ID6W 1M putaaaa r'w,as 04, Wog c iorryl'.r a'V4"rdiisas!In.4WAis, x0-0*Pit" P4.,1K41.1aa 4451 5t Lucie Blvd. HxrialAaNHaGe al ylM rqw u'smykdt ra xsiedrel re has Wnx Es}n'x#1AL`16e Fxahy O'n}m xI sSlS a xrre t4ay mUy UE cgaRSNaruaeas lehael taint fort Pierce. FL 34946 pyrilhi 161dA-lfootHauerhdo,y1,Tomb, llf,P.f. hplod,ai000fibisdommem,iao,yform, isprohibitedwitho.1thexdaeopflmnvisoI'm A-IRooflr'u,s-Aathonrt.tem@a ill,F.f. Truss Truss Type --... _-- aty Ply -_'_ WRCLGIAE9 A06 Roof Special Girder 1 1 A0209747 Job Reference o tionalAtRoofTrusses, Fort Pierce, FL 34146. desi n altruss.com di 9 Run 8.120 s Nov 12 2017 Pnnt: $.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15a7:42 201`8 Page 11_Q ID hA3xRN7kH8GY sQsevncy2zOBnp-qbl lCm5aPvVOGyJSXRhyDhbEVX30PWegEgm001zyisN108-0 14 4 0 18 6 4 $ 1 1 0 6-5-8 1 -- 4 2 9 - i 3- f I -23 0 0_.__..._ 25-2-15 30 0-01-0Q8Q42445-12 - 2-2-15 I—' - 4:9 1 1 0 4x4 _ Dead Load Deft. = 5/16 in 5X8 11 3X8 '- JX I V m E eurY- 3X6 6x6 _-.: 400 _:: LOADING (pso TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in (loc) I/deft L/d TCDL 10.0 Lumber DOL 1.25 TIC 0.96 BC 0.99 Vert(LL) 0.33 12-13 999 360 BCLL 0.0 Rep Stress Incr NO WB 0.84 Vert(CT) Horz(CT) 0.64 12-13 0.14 10 559 240 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 12-13 n/a 945 n/a 240 LUMBER - TOP CHORD 2x4 SP N0.2 "Except' T1: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 'Except' B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1835/0-3-8 (min.0-2-3) 10 - 2787/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 - 557(LC 8) 10 - 984(LC 9) Max Grav 2 - 1835(LC 1) 10 - 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1337/77, 3-4=-3512/1084, 4-5=-3282/1066, 5-6=-3284/1058, 6-7=-5978/2086, 7-8=-5978/2086, 8-9=-5820/2076,9-10=-5894/2095 BOT CHORD 2-15=-970/3156, 14-15=-1633/5243, 13-14=-1632/5244, 13-23=-1805/5440, 12-23=-1805/5440.10-12=-1838/5332 WEBS 4-15=-235/303, 5-15=-675/2207, WEBS 4-15=-235/303, 5-15=-675/2207, 6-15=-3010/1147, 6-13=-464/1046, 7-13=-273/194,8-13=-350/689, 8-12=-409/1381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=o.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=557, 10=984. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 159 lb FT = 0% Standard Vert: 1-5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 16-20=-20 Concentrated Loads (lb) Vert: 8=- 1 93(B) 12=-365(B) 23=- 1 544(B) taq Yi a0aegh t t Ik'A1AJC>nxSn sE,lECA 6(A•k,[fldSk(tiltGyll Y4 C1d3k prt9 SIeGe 3SdEXP MR Yedr hup raeadtn ea/nadedtsnrac B€ss9aga ht q,f[#rq IM A0.0 I.At Tj Elton— Fxrlurn ns Udn: aEer•se ndNaAe fRG, "eAAt<anv- osadk ueh, tk Iddpx ddht'rvs:@<gptra t, Sp da(.paa;, at xdaerr IAh IgresMcaanytaadIkpdnnwd egntcapmgNuhint'e'PChradtsadt tn:s ke"M ark Uwr nea In.t. 'kkt tsaainxs. Hatsq aanwr. moorAedgck+csiwrwl isM eggahM,dtse8.ar_drCr x srraraMepaaMtalhgon4 nramhndMlt', ItVMMMsle.4ayW,-M1 9tgtEoddM,RPColt!Watdlitlns. :46,C" tn-rt.issknpga..l m, 3esw}crit}hxaargaNwrn„4ffid a"nqaA=.a. w.iaos An'hony T. Tombo lti, PE. kt-0;hs easV,Jbnn—vw.AtToo Cis"O.,Mrwmdatt.44(.inm 9,w,outj ,4%(A.rf. 0*?—C tut 80083 eAnaa wxMks;M at tr!tM gpavrnq 1. dtrenr ln¢i,et ne rnu tnssEq,aa,rdC(ta.4:.d 8ex:Y+a-a rnss 4,stxignm dnr MdAq Ul loriEdu4d xss as oskMNro[YEI 4451 St. Lucie Blvd. a IhE 2616A-IRoofTlosses-AaEhonp(,[ omhollLF.f. Reploklio.ofrhlsdmneol,innorlot.,4pohihoed.11hoollit-NeopewwoohowA-IRoofrrasser-AorAonyLienbolR,LE. RR R Furt P:erce, R 34946 Job RYAN HOMES / LARGO v1 WRCLGIAE9 BoGirder 1 1 A0209748 Job Reference (opUonal At Roof Trusses, Fort Pierce, FL 34946, design@at truss.com Run 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:43 2018 Page I D: hA3 xR N 7kH8GY_sQsevncy2zOBn p-InbPQ66CADd Ft6t 159CBmv8T3xTL 86fpSJ W ZxTzyi: t 0 0 7-0-0 10-8-0 14.4-0 21-4-0 22.4-0 1- 0-0 - 7-0-0 — 3.8-0 ------;--- 3 8- }. - 7-0 - - f 1-0-0 I 5x8 II 1. 5x4 II 5x8 _- 1.5x4 II 5x8 II 14- 4-0 21-4-0 Plate Offsets LOADING( psf) SPACING- 2- 1-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0,14 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0,28 11-12 921 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 10-11 999 240 LUMBER - TOP CHORD 2x4 SP M 31 "Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide - REACTIONS. ( lb/size) 2 = 1761/0-3-8 (min. 0-1-8) 8 - 1761/0-3-8 (min. 0-1-8) Max Horz 2 - 59(LC 31) Max Uplift 2 = 651(LC 8) 8 - 651(LC 9) Max Grav 2 - 1761(LC 1) 8 - 1761(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1215/293, 3-4=-3341/1240, 4- 21=-3490/1352, 5-21=-3490/1352, 5- 22=-3490/1352, 6-22=-3490/1352, 6- 7=-3341/1240, 7-8=-1215/293 BOT CHORD 2- 12=-1086/2997, 12-23=-1087/3014, 11- 23=-1087/3014, 11-24=-1046/3014, 10- 24=-1046/3014,8-10=-1046/2997 WEBS 4- 12=-8/503, 4-11=-277/735, 5- 11=-575/388, 6-11=-277/735, 6- 10=-8/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=651, 8=651. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 Ib down and 269 lb up at 7-0-0, 123 lb down and 143 Ib up at 9-0-12, 123 lb down and 143 lb up at 10-8-0, and 123 lb down and 143 lb up at 12-3-4, and 240 lb down and 269 lb up at 14-4-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 365 lb down and 119 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1_25 Uniform Loads (pif) Vert: 14=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-193(B) 6=-193(B) 12=-365(6) 11=-70(B) 5=- 123(B) 10=-365(B) 21=-123(B) 22=-123(B) 23=- 70(B) 24=-70(B) PLATES GRIP MT20 244/190 Weight: 100 Ib FT = O% Ztraga- IMceatttgklteneeM' s11X!RISiS=='SlltfK`k6(Iik:tfeNSiCifh"ti4C%FC9Slix itt1;;te8aii}5M€A4'Mn-ItMCbdplawknsc ttaetotsnm;i<as@ralabneq'ylPO;meMlMxt1 [ttht.IE.koaemtAerkhayss Uoes;tM:•esenlHtttklUB.mr Maki uww Aass twY h d tuft to k k,diL 4'!—betlp IF— tsot'ArEtpten;al"Ot. ?11111+tptsansxba0—AM poesomo eyste•iq rgasatitrb M1"'r 0 M slpt tt.s 6Ns9ol TIC a!,"W M.1To, d" 1, bpnn teal aw., twtkm! An'hony T. Tombo 17, P.E, t4. dasy(.tY^tn t.tlq lk nptslktm d Mh M0-4tavn:k cps c M tmm kes+t',m k w'o a M xt.. at V dat WV i.ss;.kt Fee IN; 'k"" kM'k9tk an toll rse tt IN 5yss.mtk64lud?iat.s±tgt.taNmt Fee krsg « 80083 MMk Ms tw(Mua,c xt sa-Wa nt IM.41. pw-aw Plots sae 6M64(.PAM SFM ha rim xA=po 4kSk fHptt!(Ame routxtt5e p.mkgNm:ett 4451 St. Lucie Blvd, ttartse lettkiyt± trtm tpttl ono nmq iq ki . and 9-11e G Foet P'erce, FL 34946 opytibhl 0 7016 A-Itoollmsti AnikotyLlembo ULp.t- Reptoeloictofthislteumtm,inoeytotm,"ptokibited.lthomthe.nttee pemissioo hom A I Reef hm,t AnthonyLtoatboill,rl. Job - — Truss Truss WRCLG1AE9 B02 Hip V1 A0209749 i Job Reference o tionaf kRoofTrusses, Fort Pierce, FL 34946, desi n attruss.com - 9 Run 8 120 s Nov 12 2M17 Print: 8.120 s Nov 122017 MiTek Industries, Inc. Thu Jan 4 15:17t44 201 Page 1 6-5-7 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-m_9ndS7gxW16VGSUesjQl6gf?KkgtaAzhzF7TwzyisL11-0-0 + --- _._._.._..__._—i.--- 9 0-0_- 10-8 0 12-4-0 14 10-965-7 2.6-8 1 _gQ -f —& 0 .. ..._._._ 2-6-868 -.- f 6-54 3x4 3x6 11 1.5x4 11 3x4 6 1 11 5x8 =- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL TCDL 20.0 1 10.0 Plate Grip DOL Lumber DOL 1.25 TC 0.70 Vert(LL) in (loc) 0.19 11-14 I/defl 999 L/d 360 BCLL 0 0 Rep Stress Incr 1.25 YES BC 0.98 WB 0.20 Vert(CT) 0,40 11-14 642 24p BCDL 10 0 Code FBC2017/TPI2014 Matrix -MS Horz(CT) Wind(LL) 0.02 10 n/a n/a 0.10 11-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MI -- Tek recommends- that StabiNzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 10 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 83(LC 16) Max Uplift 10 - 231(LC 13) 2 = 261(LC 12) Max Grav 10 - 852(LC 1) 2 - 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/28, 3-4=-1415/1041, 4-5=-1171/866, 5-6=-1059/835, 6-7=-1059/835, 7-8=-1171/866. 8-9=-1419/1045, 9-10=-942/80 BOT CHORD 2-11=-830/1251, 10-11=-834/1256 WEBS 6-11=-293/522, 4-11=-267/343, 8-11=-273/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=231, 2=261. LOAD CASE(S) Standard Dead Load Dell. = 3/16 in 3x6 11 PLATES GRIP MT20 244/190 Weight: 93 lb FT = 0% Mpt.A t`ror Male ak M'F .lG f rtgllK S La{e fdir tk A GM fi9k"i @ N,"N'ft't [a3i1t06%i5F'9:m. ixdr Napa lr¢arousWaN taksgka ansWwN IA4;M+u 4Nkn , IdRN IE f:_tek*ar idea dr(ttn u. sWietuuttTalMAfFaxkuiMha `%Chk g9 ! di siet8 4tiM 't.3detgir pwM:.M UN wr f 9 M'ttexsat:Hddu d'91 Yd t1itttltyN d1. rv, x,tt rtfNMbt ISP. Mhmt. d - d Iq i ., Ae nspnsntm d ae f m. 5e do r aAH N na v he k'M a:, q:rspmd m rt+4eu r N as wtl i ss kt+`te E xl. eatr<'n, fta ksqu nreap ni. keRq tau seiKNhhrtua . q 1 aamx' aeu:aaar;dnx; „e,tnt lkgl e,ad'aei a6RrtM t u thton as,x,q, raagGan><x Anthony T. Tornbo IF, P.E. r µndewwdNa nnowt^mmp fo. dtsxax.aaxaKeew,lueNt'Kx1adawadem3,a,eu»aa,a sNr.,e,aa:,es,,,,x.., Z80183edtttlt!xtf k.FCaAe,lgrttt ydn n.i;tzy de : pktY mdeH. :d¢,ee4 yKe 'u:c211t MXal Desgae N. ?a}S S•:txaE ! dd 1,.t Ietbxs MtulAwdal 4451 St. Lucie [)Nd. apr=qki 2016 A I taof Gnsws kntAaur, tanp5111 rf. tepiedotlina of tkir 4otnment, iu uny (an, is pmAi6rtcd k-iihant the a leu ptimissine 6cre kt Runt Irutset Authnay i. foskn llf, l.t Fart Nerve, vt 34946 Job WRCLG1AE 9 B04 i Common 2 RYAN HOMES / LARGO v1 A0209750 11 1 _____ ------_--_ 1 .-___.------__—__ _____. ) _j.____-- (Job Reference (optional) _ 3ierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:45 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-EAiAgo7Sigtz7QlgCaEfrKDu8k4vclw6wd?g?MzyisK 1-0-0 6-5-8 10-8-0 14-10-9 21-4-0 I-1 0-0{ ---- fi 5 f 4-2-9 -.._ I--... 4_2_9------.. _ 4x4 - Dead load Defl. = 3/16 in 3x6 11 5x8 3x6 11 Plate Offsets (XxY)-- [2:Edge,0 a oa,_i Eage,Q-_ sl, L9 0-a-0 0-3-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WS 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-74 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 - 95(LC 16) Max Uplift 8 = 245(LC 13) 2 - 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 34=-1436/1081, 4-5=-11301856, 5-6=-1131/857, 6- 7=-1440/1084, 7-8=-954/104 BOT CHORD 2- 9=-869/1274, 8-9=-874/1280 WEBS 5- 9=-401/606, 6-9=-376/449, 4- 9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 8=245, 2=274. LOAD CASE(S) Standard 0 o PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% No" Ygstei a kt:t+:Rx M'A-1. !Ap11fcn,,;t siAtbi „Ax: tfC4A iktMS rUttik4„Mir'it%K? iOExikT'twa rnfihc:pane[afmxuaf Beet u4saMt'ixs W;j krr4iFQ6;datfir'ftak _t;.ldneu!iMriitNYt rn. des: xtt +v4mAt Y@p M Xaet, wxzb rhks Kk K4Mas Pr 41 ,arc. Ese! .5e.ge? ur a m N a.n a wmr!$¢ aexsaare exta pMuxee nyixe xy s crc:rtr In Rx M[y d UN uaN ,i M{ ¢be 1.9.k tltl . Ca ksgen WAar;xAn+w.. m.+aa n Anthony 1. Tornbo III, P.E. wne¢ n i5 wati a,p:m: m,n';,awtn<em,.nn sa m:eaaAy l„eu.aa,r amn.mrc. ae red>y;a a:n- rk pr o e a a: rnei ,gv wl. m.avxxaa uM esr>a +^a :80083 tar wwq rdpet et:ea+o-7nAll We 0*e1.4k}. n tda, Stl a-04b. gxa.t^ ' aA n«„ katth fxm a apaf peaa.,,`aghrtp m.w tPe[. ,k L«,, ("spe.f .a,t:6a {uMu}Oe,,pi r ,,: s?41F?Eey mAu•NM kl tgr4t.,d leastaua Mwrtx€ t oQ L $P, , R 3494 opytigk YP14AiRoaUaussa kmhonyLtomho lll. P.t. Anpwluhiuo ¢#this dcromrat-{soap(arm,npaogikimd waham the amtteo permnsm I'm A Iloot 11mr, Anthony 1.104oIII, P-I. Job russ — — ZmerssType WRCLG1AE9 Ictil Jack m v1 A0209751 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2Q17 MiTek Industries, Inc. Thu Jan 4 15:17:46 20 j8 - Rage 1ID: hA3xRN7kH8GY_sQsevncy2zOBnp-iMGY2884T8?gkacsmHluN Xm7u8f7LXmF9HkDXozyisJI_ 1-0-0 - _. _._... _ 0 11-1 t 1-0-0 0-11-11 i 3x6 II i 0 11-11 LOADING (psf} SPACING 2-0-0 CSIDEFL. TCLL TCDL 20.0 10.0 Plate Grip DOL 1 25 TG 0.17 in. Vert(LL) 0,00 Ice5 999 360 BCLL 0.0 ' Lumber DOL Rep Stress Incr 1.25 YES BC 0.02 Vert(CT) 0.00 5 999 240 BGDL 10.0 Code FBC2017/TP12014 WB 0.00 Matrix -MR 00 Horz(CT) -0.00 3 n!a n!a 11 - I-,-- - 11- __ W1nd(LL) -01— 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ul recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 5 - 150/0-3-8 (min, 0-1-8) 3 - 10/Mechanical 4 - 5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 - 88(LC 8) 3 _ 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 - 12(LC 8) 4 - 11(LC 3) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% Na<aM has,M1arryNl a 11r'41IJQS flU4f,,s ditfY'16CN Ik f£tdf d(:p:NiICNS USi,Ns {t?T Vucvf A[N, IN, to Ar Mup taradnt Wrad rdesxgzlrnss ies{+kr.ty;ff£; aet rox irMsrl ftri: '. tt tdae A +sey:e ns Uder; dkrnse upN at4e1 .a±rMiltfmxNaAfrxNMrerfUUwxpdlsr`rnr Ursipfrpatr t.Sp Nh Frpxa,at xa rr NNI"'rpesatsmartpxrrdar pNttsaal pier-xN r:spruktp }: pr le ps e. art elrns/r/nN d M 1"" :.6, ro-M(UP xtr.ya t?.i.'he /tt pnxapxs irq Ntppmr;. carNrNrysrd9 [es:6=n7 NaiWf xr reMtrrapim dfat 4=m.Nib xrseaM•i:N rpa«dp 4aUx}Utsipr .xa:rrandr#I Ak, rift rd R4l It @prtu drft UOMx. MH nt A3Npr{txryt-a41d19ar aEkaRp iNftN rm rt!NatOlnd AnthonyT. Torlbo ;II, P.E. n.6w e v M ,. w facaM sh x:n,a r m toa ao , pttma a3 }aid ns d M wlaq C Wxan sa a iueamx msf z 30083r%ancr Nal"t ilafrx at p i NatpckM pray psixct ll:I kSgs'ks.tltA4t ll Ms dd hats rf1t i:n: tR l;ns Uts4n hp-srf 1—N.-A ma- 4:tyuNr7xampiFdlpunmxHrtRttmtiVap'gnarr is NG[tx iAYmp 2e per,x in!s Snap Eyaardml xUfrq el tnpldaNM pi pt 0 htad a try l 4451 St. Lucie - Blvd. CoptrgAl$)2016A-I too Imits-ANlbotpl.lomhtilfP.L hptod.601ofthisdorumcm,moanorm,isPI&Iiiii,4 ithootthNpnneopesmissitahomA-Itooflmsn-ANIIItNYftpmCnIII,P.E tart Pierce, FL 3494fi Job WRCLG 1 AF 9 ( CAAA I Comer Jack V1 A0209752 om Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:47 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-BZgwFU9jE R7hMjB3K_G7wIIJrY?W4_?PNxUn4Fzyisl 1-0-0 0-11-itL_. 1-0-0 I 0-1141 2x4 -: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.___ REACTIONS. (lb/size) 3 = 8/Mechanical 2 - 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 - 35(LC 8) Max Uplift 3 = 4(LC 12) 2 - 71(LC 8) 4 - 1(LC 1) Max Grav 3 = 8(LC 22) 2 - 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% 1t'axg-Ileac Mrcrfilrmuase's1t7C'fiYikl iF[lE[^r filiU:lEtNSt C;4MfI JtF f0i13k NTl;t'AC=Mii9SeIFAP lac-PeAr ku radex Mac#ate: Fq:Iror: 7H+nq;[[i!radMa rl t;M ak tt. fdaeae Uen i 4re as tldeu Mwn:e udN aoe ldO. xT Mtlekeaaurlyx skP;o-r:eiMMt44.161. tst.nioes A' 1—ie, S";O' fq-a asudaW Toupnam aaapaa d me pdessaw.4—"• M itir d la sxp N,tw14 a 4,IN W, 4Till Tk 6s:p au"-bee,}<adnas. se"'r An'hony T. Tombo 11, P.E. wl eSedA:.t le ss br a. Mltieg it Ne msla;IdBR dtla et4t Q.u saMa Gait algae label Desipa•+14 MsadMlK.it3;a/9e bed l«Nq W a tK i. 'll tpnedtk'pA oN a. troN S AIMe t xrt.vMMq Ax+l.ty. rage. lsdlfMa ut Naa ikl!knen»"W.d u 80083 Ae tudet rssrt aaCnce^xtia axru uaRelW rd rM pact a: aU taklaesdnt talaq 4ahssttH[m tvvaeue a4 pN.tieedxlMa/SNbaaM ae4kpan.nhk:n>Ik§as4>apAur>tte ase n.0 actas(hapa 6as:lesiepua m3 Bn:dM1,9:a w,Rs, 4451 St. Lucie Blvd. e1« au ldml4ceGV;ea yreN emnwmy Vt di lamm lea. tklas6n pafgnar tslcl eort?ieree. FL 34946 opyripb10 2016 A -I loot husses hikoy L lombo 1It H. Reproklioo of Ms 60mmeol.ia gay tow is probliled rithcatthe arilieo pttmissw hom A Roof Moses Aethooy t. tomb.1lt P . WRCLG1 AE9 I CJ2E I Corner Jack A0209753 FL 34946, ndesi attruss.com_L+u_Rek(optignal) : 9 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTerence_ek Industries, Ina Thu Jan 4 15:17:47 U ID:hA3xRN7kH8GY sQsevncy2zOBnp-BZgwFU9jER7hMjB3K_G7wll,1?Y?Q4_? I 1 0 ------ ---- - _ — 1_ 5 11 1-0-0 1-5-11 - -- -- --- i 3x4 I 0-3-4 I 1-5-11 0"3 4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CS!, DEFL. in loc) I/deft L/d TCDL 10.0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 BCLL 0.0 Rep Stress Incr YES BC 0.02 WS 0.00 Vert(CT) Horz(CT) 0.00 0.00 5 4 999 240 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 5 n/a 999 n/a 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation( uide. _ REACTIONS. (lb/size) 3 = 23/Mechanical 4 - 15/Mechanical 2 = 139/0-3-8 (min, 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 - 14(LC 9) 4 - 13(LC 9) 2 = 110(LC 8) Max Grav 3 - 23(LC 1) 4 - 19(LC 3) 2 - 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces Sri MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=110. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% Aaaq tArse narga tt.nemn `KIA9C (!hSt; SEiltA"t 6YA.Ik, [tMtSk(iwglltAS rkSi,tlA'gP1 ksnCAt[VARrluA.41, bur tnnwdaenNr,A Ws Mt3;ims4es:Az4mq;[W3'; nee Aw Am., 14W91.Af.fdwnwe iRtak Bent odesdkr.isr adN wAe 1. oeyMktnxwafts Fxas snd 4 e:N M 141Ao a n as f; n !ins de Nn E tww ;ne.. Sse e tn,,.>A: ua m mr tBo tgrssnts x<. atk$w-0mn d ik paxnhnd utaee•iq eynns MM Y• M hsya a Ae swat tn:s hpvtN w Ax fP6 wne eNu fn4-I. 'h krp n nwpuw:. ANwt <xMm;. swaNM'xwNsaL ,.i a tatta4n AnintmsiNM. dix 9vxa. Aw Qwwe neamNgedfAe ealhq Despa wrw"Wk ara lei." n` nN Ne C,0 J,4.1 Mewtt W l 'k Riv..i a* low . bot nn 0* true.»,^" Wlq. w4c.'""wN kt,'% mi Oft •uyec#+4a.d Anthony T. TOmbo ili, P.E. Axe ay{dns}x:MfeFrMe kitga:;tlsnw iLOutrNpJ a adMlNrasaNeMlagGgeueufnfa!le3 arw;lCa'kdlahSptAW9{(kanrdaeardAepwat prwa:,.1KIkMes3s;nsM§tniV ngtPexsan ra.LanpaJ n:9esgsiaAaaaeGRSidlNiaheN-ores: 80083nAenNNMNIqs{ng•na ngeN qNn wmrMgalwuieK rnelna oxss tnpx rs eei fix tagud dwxgm,ulna <rs'eA Enpmadof wNAq Ali t;tdu#a+a, wen /dwNa[tri. 4451 St. Lucie Blvd. oprright 1 P616A Ifoa(Tsnszts- AethoAp 1. Tomho III It. ReprodwaioA CIA's doament"oCRT for.,ispl*baed without tht wune. pewision hom A I toofTusstx- Anthony T. Tomho III, p-L rort Aterce, FL 34946 AE9 CJ3 Comer Jack 10 1 A0209754 a _ .. .. Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:48 2018 Page 1 ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-f1O1TpAL?IGY—tmFtioMTyrSZyKGpRFYcbDKchzyisH 1-0-0 2-11-11 I— 1-0-0 2-11-11 U6 11 2-11-11 2-11 11 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 5 = 194/0-3-8 (min.0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 - 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard i% ureq thew AargMrtnie. tk'AliJ9=lWSiiS.NUtr,, Q Ili Wi I CAPIN(VA 1hY 1;A;iIC*J3W%T* Ite" 4-4l kpp 1-0t,}ai"A'An W€ "1"TkMn{(V WfM Am.,i 101e,, FI 1A.-%,,t We"nt 99'elNe—"ma w tia 100.1 MfI4S .1 f(q{t!fk44AY;kr`.N Cff Rrt IIR N'Ihf. f;F' Bkit ltialH 1. Spe<Wlt tlpxM S tldNYt (@0' t5t1t4 r¢Ktr :lAPoI r NNSNld If4k4Yllp fl5r1t4 11111t MhS}'.4 1#t EI S{Spi(IMKhf IOQ ph iMGi1 I 'b btir1341tfl 1iMi lµ( ,(rgAN:. f 1111tIM Aii*tiwy T. Tor?bo ill, 11 ad 44t A at F.'4,. wm1, to e,txvbAn 0 t* ." ll. 0.."1 oa'.,- pet ..N1.4.thtar'..tr:mean A tar K, V V.40, Md rxiM is r@tK -I. let We,,01. V M o! We,, if 4, 54. vi latl.k %mp lwOld. Nd 4.'q'W a rit rR:uir':h 1 µ&4Q63 Ilf Fvaq iR4 `kl(1RnCA'. 6i axt,er r+'aaelAR nt [mnau ai rntN atrtlt NdWtirayaea iFtR tNi M{l ik`}I tkbSiRdM t}i ti lt(A kS'ddt3!YA p tlWu pAtwCf ilri l SpiQ}ntM;Y i AISRS qS M'aFl!(:QnitM i:MS Olt. ilpMtl M(uSi M1Mr'aCN wtf-s 4451 St. Lucie Fuld, A xFu Idiei Ft a+.aha tpeN zaxrtrrmryhdi Mt*s aneiul. Ile N'x 4m'rf4—'i Ai. N We; hilt. xiMs Slvxa tp ga Nmr ertAy 117 n si rru a<mlehasl ti ttt 1. Fort Pierce, Ft 34946 ta(ItujhttQ 2GId A -I WltUStlS-albaAr t. taalb@ftl, P.(, RepradU(lla4 of 1W da(ment'mQ.yW., ii ploWiled Wilhoulttll YlttlCt PRIID4fS1aa t10A1A Ito@t ttai}tS (RlhDar t. taait0 ill, r-t. Truss Type WRCLGIAE9 ICJ4E lComerJack 4 Ply I RY, VI 1 J_ob R"ference o tional _ Pierce, FL 34946 desi n attruss.com -- -- - - '- g Run $.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu i 00 ID:hA3xRN7kH$GY sQsevncy2zOBnp-7xygg9Az13O0b1LRRPf ------- -- 3 5-11 3-5-1 U4 A LOADING (pso SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 TCDL 10.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) in 0.02 loc) 4-7 I/deft 999 L/d 240 BCLL 0.0 ' Lumber DOL Rep Stress Incr 1.25 YES BC 0.19 Vert(CT) 0.01 4-7 999 240 BCDL 10.0 Code FBC2017ITP12014 WB 0.00 Matrix -MP Horz(CT) 0,00 2 n/a n/a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. ITek recommends that Stbilizers and requiredMa1 crossbracingbeInstalledduringtrusserechon, in accordance with Stabilizer Installation guide REACTIONS. ( lb/size) 3 = 81/Mechanical 4 = 46/Mechanical 2 = 205/0-3-8 (min.0-1.8) Max Horz 2 = 53(LC 8) Max Uplift 3 = 51(LC 8) 4 = 36(LC 8) 2 = 148(LC 8) Max Grav 3 = 81(LC 1) 4 = 59(LC 3) 2 = 205(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 4 except (jt=lb) 2=148. LOAD CASE(S) Standard A0209755 Is PLATES GRIP MT20 2441190 Weight: 12 lb FT = 0% W" ap-Ne tort rydt ei40.INQr.'04i4.[(rNstC(%ADt[ILN4tA<GM"p?El'kIAQN,C$SNEAT Ise. tedt 9eopraxlden Wrcef eNesnN¢1 ns3e;.p h, y;m&;taf iM dgYatsl Islas f=.tLUlaext Aaerhb<t ax AN*sseNr<na satNaAe lbh. attr Tate ,pxta txtr nxd efN Ne t6Pa to NU. e.t'.rn: 6eup psaer u.Sp aA Eupnexa Ot ndH e. too!tpeuac w aaptxe d IN lid:solid tereeeq"'tstttsliaat l•aek pxNt sn4se las:ItPztN er Oe @h rNr mM t±SJ. ik fn,p AsstaWss.NNrrj;teantn.sMdfAR mlstNkstesshmtaMqalitreapastc!m Nffit2ra-AxO ar, erNrRN tpdrae Mflsy 9esq«•,t Ptr adtait, 4a 4; a(qe Nt,i(a,4_bF s4 [N 1. R<gpnsrs 1 DeW .fi, ,,Is,Trns-s ag4 .va gt_asN!mw,faar{sMd+r ae uyaal r<d Anthony T, Tombo tli, lt.E. MDes4et9ngnesf(ran;k kr raas u!ersat the e rp lianas a9 pJelaesxMWtkq(roA,wed4xtyl#atae;p4r, pkhc4eb p'Naxe SRl a: rxawtaM parx,ta4me. tru ae'atsaeayesvtaaus ttfrMus dfu l*-,csl4upa.La+hugs C4tnta .rt runs lrM4 era. a'.res Z80083 canFialxukkrCO.pup A....,M41!11,W rxdty- lit lass sil"i, fst—,s AG[Cn ta'it ha;}sti.at,us Scree lV— e.1 paf, 41;g;,tN naz a; xr to", IN 445E St. Lucie Blvd. optnAhf02016A-I hill husses AAlhoey1.lombe111 P.f, teprojudioeol&isjomarce1,seaaytorm,isprohibiteof.4hootiherr(neopelmissioohomA-I goof ltesses AothooyI lombotll,p-(. Fort Pierce, FL 34946 RYAN HOMES / LARGO v1 A0209756 WRCLGI AEz9 CJ5 At Roof Trusses, Fort Pierce, FL 34946, Comer Jack truss.com 1-0-0 10 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:50 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-b8W3uVBbWM W FDBwe?7ggYNwj VlxnHLlr3viRhazyisF 4-11-11 4x6 II 4-11-11 I— 4-11-11 Plate Offsets (X,Y)-- j2 0 0-12 0-1-12], [5:0-0-0 0 1 12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 01/o LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5 - 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 - 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 - 268(LC 1) 3 - 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard NN9{nMse ilau l. mur lde'A7 t3C'tt9tSitt S(itEA`X[tk, tNAtSi(iiklliAS tt 1eT4', SiIACX:i85A1EA1'Ms. CeAe 6np pmdxx Mteal roles a tas ices: des 6xrg {(GQ'; edM ANlotl lank ,t E. tdNeae ken It#t n5 agtn ma+•m llUN mNnr0.@. arr MArtk[NlNiIt fMR:iR!'.k11M SN Ili EAQN%,Mi1, 4:R(itt3hF31itIt{FMn i<,Ft: rf14MN,%k ttnHN!'rCC?1rtiNntNNtnga:QdMlldn5iM14 ftjikt•N4 fl5Nt4Mm(h IN 144 t{MSillI 1N.'tt/IF Af Ip6 Wf v11N(n-I El kr:43 vtikOnNRi H{At :IMhN!. Vi1N%`} An*hony T. Tornbo:U, PE. atStAu:rt.,, ' «tMny sikeS,N md.Ma.rte 9.5 n».eyeeN xu yp, < ,ennx mats:an{xa- asnl3<yrnr n'uawanu eaatttas, anw y,.=q,airt akNy,.x»rys :na «30083 AlnF {dlf,t MS Ntttf'Ifn. pti 4"iYt 0. 1DOW. t[i ,,*jN td ntWinn ('".wsow AWAplttRP4.11 R1&*1.'tl RWt1AlWRk{41V 0%'t:et5h1L{IN,1-n.5s3F5 S (G ttN qtt (ttSi.MMtHRN.16k55 4451 St. dude Blvd. e{eatu ldna l4 ri,aroa tpeEh.ex n.ringhditN+rts lmcl,N. rk hn, Mug'a}nex s tC( 4mr,t 9ts:{tecNls 47uta i+MrN,fwr aNllk 81.,y0.ttN k+a; Nt is ldaNutnl. Fort Pletce, FL 34946 Copyn9ht 2616 kl Aoot 6nsses-Anthony t lomho lll,p.f. hp odocioa of this 0ommemt in aeg low is prohiEatd withoottlit Written pt m4sitn hem A l Roof Im m Whond.6mho lll,R-t. Job --- - Truss Truss Type WRCLG1AE9 E01Half Hip Girder V1 A0209757 vis rrcrtx, rL 34J4o. oesi9 n a1truss.com ----.. ---- —-2-0----- s- _ .__-.- 1••••u r mgrnncai tgp[lonag„__-..-- r _ Run 8.120 s Nov 121Print: 8.120 s Nov 12 2017 MiTek Industries -,- Inc.---_ _ Thu_.. — Jan 4 15:17t51 3 0-O L34bT201if Page 1 1 0-0 ID:hA3xRN7kH8GY sQsevncy2zOBnp-3K4R5rCDHge6rLVgZgwS9HUOiR?IZS DOzyisE f- 1_0-0 f - 3 p Q { 5-8- 0 4x4 -== 2x4 - LOADING ( pso SPACING- 21 20.0TCDL10. 0 P 'Re Grip DOL 25 TCI 0.43 Vert(LL) 0.06 15-6 999 240 BCLL 0. 0 ' Lumber DOL 1.25 Rep Stress Incr NO BC 0. 33 Vert(CT) 0.07 5-6 999 240 BCDL 10. 0 Code FBC2017ITP12014 WB 0. 42 Matrix -MP Horz(CT) 0.01 11 n/a n/a LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. MiTek recommends that Stabilizers artd req fired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/ size) 2 - 462/ 0-8-0 (min. 0-1-8) 11 - 377/ 0-3-8 (min. 0-1-8) Max Horz 2 = 69( LC 8) Max Uplift 2 = 297( LC 4) 11 - 259( LC 4) Max Grav 2 = 462( LC 1) 11 = 377( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 750/506, 3-12=-670/484, 12-13=- 670/484, 4-13=-670/484 BOT CHORD 2-6=- 477/663 WEBS 4- 6=- 347/460, 4-11=A26/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297, 11=259. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0- 12 on top chord, and 52 lb down and 110 lb up at 3-0- 0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1-25 Uniform Loads ( pit) Vert: 1- 3=-60, 3-4=-60, 5-8=-20 Concentrated Loads ( lb) Vert: 3=- 26(F) 6=-41(F) 12=-11(F) 13=-11(F) 14=-17( F) 15=-17(F) 3x4 -- 1. 5x4 II PLATES GRIP MT20 244/ 190 Weight: 39 lb FT = 0% Geary t( pst 0ewpaa n.Ur`blrJ4+RJ SS`4EaEk'j,Et1;tA.[aYStCiIUbfAS[g4tdM'64tiC ArSC-x:_BoMEN'Nr. rPAr ksiprpsanrs ul aM Aar.xt sims3 s g+&nrq,tt4 n.!¢peA wsl i,su BiLUduea14Wsto"nr. 9aesi qW.", 1WC1 a 9e 106 Matt rimsraps>Wa Nle Relhene at.is r ,rk0-I' l CoC,.faemn Ftprtow" fitraeaa' 4W'"Msaa;tpa:eaMprhsflrm elatr•irp nyeuMttr 3•Mln'dr saps kr<.skn Ntuas af ear a/n iRi. 'M lit tssta ref eaeudm ts.W.q ldirq rser resµskrmarh J.ur.MO a reudaaee Pes p !gUs.sma+kry Anthoo — Aelxag3na'+aaCsa3. ans,c r*aMthOwnr mares 'n"'aihranafM Mt.aa4:wan ixm rxxss;Walfpi lr rsot'aik hbWmMNruaM:»saisa,yAs,aw. sa ga.hrwmaweeaf;la.wry m,paoia:na YT. Teml}o 1, p.F. p 1MMnesanspaagCagatn4Mgla4-ftRI,rMUskEh'p WStCA us:dnwut` Mma p Wai tGi a3w, ae rtspmMne nsa+ussamel.n 6enper.tas in a iepae wtns MauM.ms,_ ys=. 80083 raft ubrnrah+:aaw Gres rtaa.npghdl parm nnrirN fte tau tnt4n E,pee„rGt cara!k 9..pa.x ns.c s;ma.Eq»nrEwr r+ilsii In s,agyN a.ms as as r+taNnlln 4451 St Lurie 131t`d. CoptriRhi a14I6A-Itottlrussts Anihonyl.10 4olll,1` Repodadiotofibsdauaw"Aoaylora,isprohibitedwithtoaAtwdUepewssionhoeA-IRoof Itmes-AathonrLloai6olli,p_L Fort Pierce, FL 34946 IWRCLG1AF9 IF03 IHIP GIRDER Pq RYAN HOMES / LARGO v1 A0209758 Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:53 2018 Page 1 ID:hA3xRN 7kH8GY—sQsevncy2zOBnp-?iBBW XETpHug4feDgFNXAOY85zsYUanHmtx5HuzyisC 10-6-9 26-0-0 1 - ----509 _ -- ---- 4 05 3 - --i -- 5-0 9 - -- 1- .. -- 5 6 0 - ----- f. 09 3x6 = 1.5x4 II 27 28 " 291130 31 — 32 33 Plate Offsets (X,Y)-_[3_0-5-12 0_2_81j6 0-5-12 0-2-81110 0-1_12,0-1_8] 5x10 MT20HS- 3x4 3x8 -' LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.84 10-12 369 240 TCDL 10. 0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.89 10-12 350 240 BCLL 0. 0 ' Rep Stress Incr NO WB 0.56 Horz(CT) 0.11 7 n/a n/a BCDL 10. 0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. REACTIONS. (lb/ size) 2 = 1881/ 0-3-8 (min.0-1-8) 7 - 1875/ 0-3-8 (min.0-1-8) Max Horz 2 = 28( LC 4) Max Uplift 2 = 1310( LC 4) 7 = 1306( LC 5) Max Grav 2 - 1881( LC 1) 7 = 1875( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 6505/4497, 3-20=-9038/6284, 20-21 =- 9038/6284, 4-21 =-9038/6284, 4-22=- 9038/6284, 22-23=-9038/6284, 23-24=- 9038/6284, 5-24=-9038/6284, 5-25=- 9016/6268, 25-26=-9016/6268, 6-26=- 9016/6268, 6-7=-6478/4478 BOT CHORD 2-13=- 4333/6279, 13-27=-4359/6309, 27-28=- 4359/6309, 12-28=-4359/6309, 12-29=- 6210/9016, 11-29=-6210/9016, 11-30=- 6210/9016,30-31=-6210/9016, 10-31=- 6210/9016, 10-32=-4312/6283, 32-33=- 4312/6283, 9-33=-4312/6283, 7-9=- 4287/6253 WEBS 3- 13=- 243/391,3-12=-1991/2928, 4-12=- 540/328, 5-10=-544/328, 6-10=- 1995/2932, 6-9=-240/388 NOTES- 1) 2- ply truss to be connected together with 10d 0.131" x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9- 0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1. 60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1310, 7=1306. Dead Load Defl. = 7/16 in 4 m v IQ 1. 5x4 11 3x6 _- 25-8- 12 F- - - 5- 2-12 --- - 031 PLATES GRIP MT20 2441190 MT20HS 187/ 143 Weight: 218 lb FT = 0% 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 235 lb up at 5-6-0, 79 lb down and 98 lb up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down and 98 lb up at 11-6-12, 79 lb down and 98 lb up at 12-5-4, 79 lb down and 98 lb up at 14-5-4, 79 lb down and 98 lb up at 16-5-4, and 79 lb down and 98 lb up at 18-54, and 234 lb down and 235 lb up at 20-6- 0 on top chord, and 138 lb down and 197 lb up at 5-6- 0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and 82 lb up at 9-6-12, 58 lb down and 82 lb up at 11-6- 12, 58 lb down and 82 lb up at 12-5-4, 58 lb down and 82 lb up at 14-5-4, 58 lb down and 82 lb up at 16- 5-4, and 58 lb down and 82 lb up at 18-5-4, and 138 lb down and 197 lb up at 20-5-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads ( lb) Vert: 3=- 187(B) 6=-187(B) 13=-129(B) 9=-129(B) 20=-79( B) 21=-79(B) 22=-79(B) 23=-79(B) 24=-79( B) 25=-79(B) 26=-79(B) 27=-53(B) 28=-53( B) 29=-53(B) 30=-53(B) 31=-53(B) 32=-53( B)33=-53(B) feraq fluu 4agds n•vK tk k l VoQ 29 n "ffllff^ 6111:k RIMS & 0010t 05TjA W'X; F4cVd:GMEN" 1"T' wvdf Mute .4 to mn r w lns:7 : S Ma[q f0:j ae me 10k f I rcaN B', f E tdaexe `Anf ldat esf Odese A—" 00.1.4, 100. aft In([s: aam[fJ'i sid.Y NlimelOplak•dif. AsOnikne f[par ie.. Spe;nln Eepue ties[dxa?tDO:epr;Msmanaa:edfNpdnsaalgns•iq usp[sddnr ac ne M,pMMsagiere si[a.nNaik t00 ad?.Wat+ed.'kt!s;p nnmpuas. Netap aana;.sm[Mlm Anthony T. Tombo:t,, P.E. ad aed4a6 ssk ar lakufistkustnsiWmdtk Me[,Ik4.a[isertAui!k[pde ae taleiq Ouipa,alk aandtaa tt<, 4r is aN nelxd hm4st Nc m: t!s.l. le qs•e[ dlk'00 ul a. peN n[dlk tnu, a9etia brNiq.sm ge.h Nldw ae kar¢,Ad'kos refacY.:x.d r $0083 ne MStsgOesya: wcunM:.k;ao.snxlsaetDR nlfk pal aswitMdnesdme taNiry(antaen SNdade en'tt5r pkake sr r7lWsfu[a[mmaetkpantpdea>illnras>lx eslam[aa9 A+nsnxalrus0enpalnsONi}nfagaa a9 rns lGadnra ni[ss 445E St. Lucie Blvd. 4ee"lu Niue ht Ww ep of [R a arm" if dl fain is@nL In last kqk I'P., i, Ivf 7kW.1 Oes,pa. a 1 T, Sfnen apeur daf adnq. YI rmdd r#'e:as ue ad 4of n fitl- Fort Pierre, FL 34446 opyriRht@161b A Root GossesRepmdunioo of ikis document, in any form, npwhiRhed wilhant iht wrinen pa[mndan from A -I Roof irnnet-AnthonyLtamho lll, R.E. WE v1WRCLG1AE9F04Hip Al Roof Trusses, Fort Pierce, FL 34946, desian(a tntcs r 3.00 (12 5x10 MT20HS,-- 8.120 s Nov 12 2017 Print: 8.120 s ID:hA3xRN7kH8GY sOse, 1.5x4 II 500 MT20HS= 3x8 -= 1.5x4 11 3x8 _- 4x4 :=:: 1.5x4 11 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in(I TCDL 10.0 Lumber DOL 1.25 TC 0.78 BC 0.66 Vrt(LL) 0.25 O) 999 BCLL 0.0 ' Rep Stress Incr YES WB OA5 Vert(CT) 0.51 10 617 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Horz(CT) 0.11 6 n/a Wind(LL) 0.59 10 532 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stablhzer Installation gwde REACTIONS. (lb/size) 2 - 1100/0-3-8 (min. 0-1-8) 6 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 34(LC 8) Max Uplift 2 730(LC 8) 6 =-730(LC 9) Max Grav 2 = 1100(LC 1) 6 - 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3142/4437, 3-4=-3575/5084, 4-5=-3575/5084, 5-6=-3142/4437 BOT CHORD 2-11=-4207/3015, 10-11=-4242/3030, 9-10=-4250/3030, 8-9=-4250/3030, 6-8=-4216/3015 WEBS 3-11=-457/295,3-10=-739/782, 5-10=-739/782,5-8=-457/295, 4-10=-346/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forties & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) x This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=730, 6=730. LOAD CASE(S) Standard AO209759 Jan 4 15:17:53 2018 Page 1 Dead Load Deft. = 1/4 in 3x8 = L/d PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/a 240 Weight: 104 lb FT = 0% eq Nx tltretNt ntk Flt Oin S'S'4f,1ER"f 6ft q. fE1NS1((iFtYRCt4[y 11Y"p;Til"!i!Itii"J;MEX;'fex-fergtkstpprndnsx/reN xuas IxL:de;r 3 raMi[[£?x111rt AdMrt [area§„t.E. lddeacr;i±efehs e.. Iktex ak*n Fen std M afN tk tJOka ad. f e'rns Oesgxfrpkn I:.Sx:eO fapax;.la ud ter l00.tpe:atsrckmpau dlaNau . xerek stvN9lN t Ne lnNit Iksi dtrx: a-1. < Odx: dhnis+tldNx mt 100 atd 6f4xronti, thupaNlm ON O N Ns!ts nunpna.lwng adna ndery not ix¢Oe f !a':xttn[xnd disc lM. ki R. klme Ntx t.+dry.Nr me INl ,k gaox(dlk WeN a. MN xedtk Lass. ndt{iq tmdhq sage.nmlNnx tN ktt irc slM!x+x e Anthony T. Tombo HI, P.E. 1a: mfz+f a il; xns M r. ptttesmf tnkl—f tin knNq (rntam 4h-, ki mma WtS ttNntN ai tq M SNA ae rNxw,x `b .datA,im d eAr•iuleM1tkry¢Ctm M egeN gaxnxnnq it dltM:p nrf,ei. tk tnss0esr Irxrcdp,/au. Ir>I kixsla rrstns,Y:Imes kdanusr!Mrt.s. Desipu.t ys ksp Etpaa at Em: YazArxx.xrs! '80083 wa IN Too p Egiwt; s fef rx tna t es latt,xhps si nEapuxrtxq xekq utoy 4%xNx., utplefaNnmt. 4451 St. Lucie Blvd. oPYtilAl '2b16A -I Roaf busses- Anlboeyl.lomfollLP.E. Reproductoo of this document, in any form,klito/dited without Mt rrrineo permission homA-1 Roof ifuuts-Anthony T. combo 111, P.E. Fort Pierce, FL 34946 IWRCLG1AFr9 (F05 IHip RYAN HOMES / LARGO v1 A0209760 I ------- - -- - -- - 1__ -,, -- j 1 Roof Trusses, Fart Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Thu Jan 4 15:17:54 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-TvIZjtE6abOhioDPEzumiD5LZMB3D6WR_XgegLzyisB 1-0-0 7-0-13 9-6-0 16 6 0 1" 1- 26-0-0 7 0 t 2-5-3 -- 1-- 7-0-0 f 2_2-5-33_ {-. _._ 7 0-13 ...- 1-0-0l 3.00112 3x8 =_ LOADING (ps" SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc puriins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1100/0-3-8 (min.0-1-8) 7 = 1100/0-3-8 (min.0-1-8) Max Horz 2 - 42(LC 13) Max Uplift 2 - 721(LC 8) 7 = 721(LC 9) Max Grav 2 - 1100(LC 1) 7 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3149/4421, 3-4=-2777/4035, 4-5=-2694/3965, 5-6=-2777/4034, 6-7=-3148/4421 BOT CHORD 2-11=-4210/3032, 10-11=-3786/2694, 9-10=-3786/2694, 7-9=-4220/3032 WEBS 3-11=-435/570, 4-11=-777/448, 5-9=-778/448, 6-9=-435/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 5x10 MT20HS == 500 MT20HS-- 10 3x8 4x4 ` 3x4 CSI. DEFL. in loc) I/defl L/d TC 0.83 Vert(LL) 0.70 9-17 448 240 BC 0.85 Vert(CT) 0.49 9-17 631 240 WB 0.21 Horz(CT) 0.11 7 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=721, 7=721. LOAD CASE(S) Standard Dead Load Defl. = 5/16 in 3x8 -_= PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 107 lb FT = 0% faag-tMn 4agNt rtaa+lk A{IJG [t ii61'it(lH 5(AitAi[FkMSiG4Gili@ns Siuk.K11;kfhAQFiEWIei" Ian 41kup W.adavd red WI, n 1., la+n i rtu.at{ItO;.1kLOW,IIlk C'tIron- keakhrenaldan#W.'gaddaIleIN- rdles aw:nrtm ldn s4e4et9h4a.W{.4v'msheslp f+pwH+ s.:fna.ar Egrw.;, 4a uaxag lYDlgrsaasaasar ud4erd:5awd eguH•Igiaµ+s+kln(B Mlas fftte sdp d. t•t Maae lrA wlewW l6-i. ;k krpes.atnws 1161143W.-u40*1' Anthony 1. TamMO M, P.E. ad ne d'411 - It, lalli+gia 14lt.twabhmON.an, 4alk 9w1a.€6eriiarr: ,a isa MW d 1. If, M 4r W 4e W% low; 'we In I.'lagpmadiw 700 Ww hda ad4e"" JMA q k "wy. wq" nNIa.aad kawl MMau m5ta1bia.d a80083 MEualhes aW(wx+t+ a A,:aassa wtx ae IN W.$Wb wi rig- da, 1109 Batsam Lkry tm aa4+HUHlIsbIIara+d subwrdaxxU`ar+ndp4-tt-1 knwi4..estassa mas w6arusdilun Dwpa LntlaSap upaa wl Oniawsd+n a.was: 4451 St. Lurie Blvd. inwke lta+at Na? ad5at a ad gwavamq lr dl taus imn,d-Ile foe Panm? wea S.Cl fia rwAw 6eu +rl as SlSkm[ am cmr Wla bli cppdad aar al aaddN 41111 Fart P;eree, FL 34946 fapyrilhl 201EA-fteatMusses-AmA. oyl.lamb.III.R.t. teplodvnioaofibsdocumeni.inany folinjspmhibiledwincculMa."PenpemWonhamA-1Roof boxes AathonyLlomholli,f,f. Job WRCLGIAE9 4x4 11 FG01 5x4 11 FLAT GIRDER I 1 a s.com Run: 8.120 s Nov 12 2017 Pnnt: 8 ID:hA3xRN7kH8GY 3-0Q-55 11 9 11 2-4-14 14. S. 4x8 -- 1 11.5x4 11 1 1.5x4 If 29 30 17 16 t5 31 5x10 ::::: 5x10 MT20HS-- 2x4 If 32 t4 33 73 34 4x4:- 4x4 9-4-12 _ 11-9-11 RYAN HOMI 3. Job Refere_nceir s Nov 12 2017 MiTek evncy2zOBnp-y5Jyxl 17-1 3-6 3x4 -- s 7 35 12 36 2x4 11 i 17-11 3-1-1 LOADING (psf) SPACING- 2-0-0 CSI• DEFL. TCLL TCDL 20.0 10.0 Plate Grip DOL Lumber DOL 1.00 TC 0.41 Vert(ILL)-0.23 in (loc) 13-14 I/deft 999 L/d 360 BCLL 0.0 Rep Stress Incr 1.00 YES BC 0.58 WB 0.77 Vert(CT) 0,70 13-14 356 240 BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Horz(CT) Wind(LL) 0.06 10 n/a n/a 0.22 13-14 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 "Except" BRACING- Wt: 2x6 SP No.2, W3: 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 18 - 3784/0-7-4 (min, 0-1-8) 10 = 3780/0-7-4 (min. 0-1-8) Max Horz 18 = 48(LC 6) Max Uplift 18 = 23(LC 4) 10 - 29(LC 5) Max Grav 18 - 3784(LC 1) 10 - 3780(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3264/71, 1-19=-8863/0, 19-20=-8863/0, 2-20=-8863/0, 2-21=-8863/0, 3-21=-8863/0, 3-22=-18214/0, 22-23=-18214/0, 4-23=-18214/0, 4-24=-18214/0, 5-24=-18214/0, 5-25=-18214/0, 25-26=-18214/0, 6-26=-18214/0, 6-7=-8854/0, 7-8=-8854/0, 8-27=-8854/0, 27-28=-8854/0, 9-28=-8854/0, 9-10=-3262/77 BOTCHORD 18-29=0/1035, 29-30=0/1035. 17-30=0/1035, 16-17=0/15782, 15-16=0/1 5782, 15-31 =0/1 5782, 31-32=0/15782, 14-32=0/15782, 14-33=0/18214, 13-33=0/18214, 13-34=0/15799, 34-35=0/15799, 12-35= 0/15799, 12-36=0/15799, 11-36= 0/15799, 11-37=0/1034. Continued on oaae 2 ea pnpa arr}ar<,.r<.r„umorn+s setu^eu trn+s r...- BOT CHORD 18-29= 0/1035, 29-30=0/1035, 17-30= 0/1035, 16-17=0/15782, 15-16= 0/1 5782, 15-31 =0/1 5782, 31-32= 0/15782, 14-32=0/15782, 14-33= 0/18214, 13-33=0/18214, 13-34= 0/15799,34-35=0/15799, 12-35= 0/15799, 12-36=0/15799, 11-36= 0/15799, 11-37=0/1034, 37-38= 0/1034,10-38=0/1034 WEBS 1- 17= 0/8176, 2-17=-706/0, 3-17=-7243/0, 3-15= 0/346, 3-14=0/2563, 4-14=-883/0, 5-13=- 882/0, 6-13=0/2543, 6-12=0/343, 6-11=- 7270/0, 8-11=-691/0, 9-11=0/8167 V1 A0209761 Istries, Inc. Thu Jan 4 15:17:55 201i1 Page 1 v8YKyobogQ? FRdcom bU yQza DBQC MnzyisA Dead load Defl. = 1/2 in 1.5x4111 1 5x6 11 37 38 [ 1- I - I 5x10 : 4x4 11 21-2-8 3-2-14 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 341 lb FT = 0% 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10, 10) Load case( s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 Ib up at 3-0-0, 208 lb down and 69 lb up at 5-0-0, 282 lb down and 84 lb up at 7- 0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12- 2-8, 282 lb down and 84 lb up at 14-2-8. 208 lb down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18- 2-8. and 129 lb down and 85 lb up at 20-2-8, and 428 lb down and 255 lb up at 20-11-12 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0, 9 lb down at 5-0-0. 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9lb down at 10-74, 9 lb down at 12-2-8, 9 lb down at 14- 2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-94 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase= 1 . 00 Uniform Loads (plo Vert: 1-9=- 185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-428 7=-208 9=-428 16=-9(8) 19=-129 20=-134 21=- 208 22=-282 23=-282 24=-282 25=-282 26=- 282 27=-134 28=-129 29=-10(B) 30=-9(6) 31=-9(8) 32=-9(6) 33=-9(8) 34=-9(B) 35=-9(B) 36=-9(B) 37=-9(B) 38=-10(B) 2) Dead + 0. 75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=- 205, 10-18=-20 Concentrated Loads (lb) f .Mll e1( 1SiJn, ilntl{In,MOr,'w'ao- w""tp{ aradrcsWred+ dscasast.rsslrs 5rrxsa{,IfL; xxMFd{asl lvJx rt;tf. Maexr4n+se ea Ud s. d4.na uddaMlh@. Y Ater pans{:;nd ,N fu Mipaa d1 A r'.rrss 0rnpt rpuw u..SxM FrpauAx udppr tU@srpesrasaasr{+pn dar pdsssipd alaeaalsryas iaM hr pe lr yrdae safef,rsefrymN oar ttlD W. rNa i?41.'k/ns:p assrnpuas.Ud:o}:aimx:. und Y ad udast }, aS{ 1ny saern{rrs elm d Ar New,&a..", "er.Nda Mr 1"1", Orsipr-.oNrerneadap It( as ;pe qo bs#er Fap,:Ne pn lRk 'le grsncdM UA rN a. heN rs<d ns i .a;irnrl lsAroy. a..rys. nshlldip Mkaap vid:ksN reippcbind Anttsany T. Tombo 111, P.E. W Fnirg9s;aw(atraro..:Ipks sa..Nlop rN rp inannmm ryldars dtU kingr."mphry Mlapa'{(SlIt("r4:ip'rtwo k":wefaea To I' ke p lasr ln-i p5W wrye, f0rw!.'pnesdasls:(gvpa,i.nxte:µs itpaa, p7rasc rsvnam:apas, k86083 rant ise IdaN e1sLdrasrlsrdr7rrarrmrpIpdf {ssrts undiN- fYt tau C'ugr I*- is ICE kSs (alyyl k pa, a Tas S oea irpnpr d ar Dolby YI ca.^JN'-spas as ov IelaN p IFI R. 4451 St. Lucie0083 Blvd. Copinphl tblb A- IRooflrasses-Aathany T.tombolILPT hpoo lion of thin do(unea6 in on)form, is prohibited without thew, Men Fermi ssioa from k l Roo(trusses- An Dow F.E. turf Pierre, FL 34946 NOTES- 1) 3-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5. Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL= 1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job RYAN HOMES ( LARGO v1 WRCLGIAE9 FG01 FLAT GIRDER 13 A0209761 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Thu Jan 4 15:17:55 2018 Page 2 I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-y5JyxDFkLv8YKyobogQ?FRdcombUyQzaDBQCMnzyisA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-366 7=-181 9=-366 16=-8(6) 19=-109 20=-116 21=-181 22=-246 23=-246 24=-246 25=-246 26=-246 27=-116 28=-109 29=-8(B) 30=-8(B) 31=-8(B) 32=-8(B)33=-8(B) 34=-8(B) 35=-8(B) 36=-8(B) 37=-8(B)38=-8(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 PIL metal=0.90 Uniform Loads (plf) Vert: 1-9=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-178 7=-101 9=-178 16=-3(B) 19=-49 20=-63 21=-101 22=-140 23=-140 24=-140 25=-140 26=-140 27=-63 28=-49 29=-3(6) 30=-3(6) 31=-3(B) 32=-3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(B) 15) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=31, 9-10=8 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 16) Dead + 0.75 Roof Live (bat.) + 0,75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-8, 9-10=-31 Concentrated Loads (Ib) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 17) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase= 1 .60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=24, 9-10=5 Concentrated Loads (Ib) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 18) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (ptf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-5, 9-10=-24 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 twwp-Kk:e MetgNy rv.aa M'tiWCp k'S'"S[lEft1. 4iArftUEANSt( iAilOt.(9SIolA all t;d.tdPTlt 7Milt1'fen-[ertt deep retaNes kltemf eras kNws LtCsd yhe.ut{r('6)NMteheel. (exit l.tf tdaexit Rk`kVear pdessA se steN or not topen'rrutti ca«;wrwt Mlk site MetNlkkrNd. ta. ptsiplttme"S:aunriep—"vgtlxrTNonpesakmxlts+a;e d M ftga7slaN ega.*x:NgresNesJAnrs ne detjed s.N*es kkaaaleMe 100'0'w. 14a :010q n1.ro. hKat MAD-11,11 An`h00y T. TOmbD: 1i, p.E. etA rsedo+ef h^ tallayicM erksiNlmNF)to.ea.Iko.ui>e etAtpanMtall rto,pw.wCu;kiANMlRt as 3: kl tle btd hsY xNt aEfKl.Ite/part dM`.WeNmllls riMrets.wl ®q eud'.roi w.qt klleik kA Nuaa skl-klAa tyatu6 ia<A :40083 tkt Aajh' ee k7(wr.* 41 kms,t.N.Mipp M la puma.. pdtlnac N M t.164(onf as Wet h*".'W K9:"N"W p IM ese 41(A ut rdaaxWIn pern p4so" It Ikwn Is,,;W" mes kt kvn k 1, irss lknp i.tss ksge rteka k4lte ,ll:arle!xaa aevt 4451 St. Lucie Blvd. 6e l tie.wlu/ditd tt e`.eNra tpeN quit xnriq ipNlMts ureiut nss otitpftpke s #Cl srt tatdnt otsipa,x It Sys•en Gptw t'7 iwltfa( hFart Pierce, FL 34946 CopytighlC, 2016A-IRoofhmses Anlhonyt.lomholll.p.t. Reprode0ionofthisdommen4inourtote,isprohihlltdwithoutthtwtiveepermstionfusesA-I Roofitmses Aerhoeyl.tsesholll,p_t. 011i v1 Job Truss Truss Typ WRCLG1AE9 FG02 I FLOOR 11 1 Roof Trusses, Fort Pierce, FL 34946, designa1truss.com 1 __( ._ ]Job Reference (optional) r " 9QRun8120sNov122017Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:56 2018 Page 1 2-5-4 4 6-12 6 8 4 ID: hA3xRN 7kH8GY-sQsevncy2zOBnp-QHtK8YGM6CGPx6NnLNxEneAigAtihsJkSr9luDzyis9 8-7 8 1176 0 13-574 15-6-12 17-& 4 2-5 4 2-1-g 2-1-$ ! 1.1I f- 2-10-8 ----f 1-11 4 {.._ 2-1-8 {..._._._ 2-1-8 f 20 t 6 -a 2-5-4 A0209762 Dead Load Dell. = 3/16 in 1. 5x4 11 3x8 :== 1.5x4 11 3x4 == 1 3x10 2 3 A 3x4 1.5z4 II 5z8 1.5x4 II 300 =-_ HE ON fx4 11 2x4 II 3x8 -- 2x4 II 400 - 04 II 13-- , a .__ _15-6-12 17-8-4 9n-i-n LOADING s Po SPACING- 2-0-0 CSI. DEFL. TCLL40.0 TCDL 10.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) in ( loc) 0. 59 15-16 I/ deFl 400 L/ d 360 PLATES BCLL 0.0 Lumber DOL 1.00 Rep Stress Incr YES BC Q.77 0.80 15-11 2 240 MT20 MT20HS BCDL 5.0 Code FBC2017lTP12014 WB 0.89 Matrix - MS Horz( CVert(CT) Horz( CT} 0.08 11 n/a an!a LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 = 4993/0-3-8 (min, 0-1-8) Max Grav 20 - 5621(LC 1) 11 - 4993(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 20=-4027/0, 1-2=-9741/0, 2-3=-9741/0, 3- 4=-22338/0, 4-5=-22338/0, 5- 6=-25560/0, 6-7=-22233/0, 7- 8=-22233/0, 8-9=-9830/0, 9-10=-9830/0, 10- 11=-4044/0 BOT CHORD 19- 20=0/1033, 18-19=0/18135, 18- 21 =0/1 8039, 17-21 =0/1 8039, 17- 22=0/25560, 16-22=0/25560, 16- 23=0/25560, 15-23=0/25560, 15- 24=0/25560, 14-24=0/25560, 14-25= 0/18088, 13-25=0/18088, 13-26= 0/ 17985. 12-26=0/ 17985, 12-27= 0/1 105,11-27=0/1105 WEBS 1- 19= 0/9461, 3-19=-9174/0, 3-18=0/1436, 3-17= 0/4698, 5-17=-3917/0, 5-16=0/1422, 6-15= 0/1475, 6-14=-4030/0, 8-14=0/4509, 8-13= 0/1547, 8-12=-8958/0, 10-12=0/9479 NOTES- 1) 3- ply truss to be connected together with 1 Od 0.131" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-1Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-6-4, 845 lb down at 4- 6-4, 845 lb down at 6-3-12, 845 lb down at 8-3- 12, 845 lb down at 10-3-12, 845 lb down at 12-3- 12, 845 lb down at 14-3-12, and 845 lb down at 16-3- 12, and 845 lb down at 18-3-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 10=-100, 11-20=-10 Concentrated Loads ( lb) Vert: 20=- 848(F) 19=-845(F) 18=-845(F) 21=-845(F) 22=-845( F) 23=-845(F) 24=-845(F) 25=-845(F) 26=-845( F) 27=-845(F) GRIP 244/ 190 187l143 Weight: 326 lb FT = 0% vi grluu nuearM rn ne',5l fill2'[IitSS sEtfr"{6E1•td. (Ea1S i(-JSgfl.lj (RE}Mt iETt7 ArtNf14:[dyMkAr fxa-fe,R{ltvp ry aden ul rlt/laas plM i ri:9r:3rn q{ICp;ud nx.4lIM I Isa47;.tE.Idxear Skere N»re ny Axers Mrc.it, sMNwne IUR. +ey W mIs T"',+ s ius u e lu o "4"' xM 4 erns &< Ne Eepu te.. ep+m. Ewkw;, ne uA u ux Nfl rrysecexs m xuMatt x ne pAeuueA egsEuoq syusndae ar ne ks A ne wipe tans tereiN u ne lQD , uM [n-t. 'M Wqa aingpnef, lne6k.pnnxs. sxtM g1 r/ seenrnsnrut"xur reyu ulfi dne M,. nxn seaM.4;ee ereMe Ne 1"Ifieg bnipa• r9:r;xRn Ant lM., nP n;. ul ne lwA taNul:Ne m3 [xi `Eeg5tm7xne'Dk eMmlrei/ae Ann ex. mduty leN.=q, a qe. aenllAm ud ga'sq A%:unf usp»sndnA An`tiony T. T4mb0 Ili, P.[. n4Wttr Jna}aa W(x[aV AluRz,es as"ne tW ex iu FSAaa l pdxxsrtns txl6y [u wem SA gn§rowa(a`G skeN fgweSalxertlu:xreM pun. prxsur. miee'rcR, ne rts s,Umes ad oo nAic i.,s:prna"t-ns8nsgn Esru"me Gns "" WttNnra.-80083 enc aurxnayeCaXuieHeNex.rmtly AsrKMs xnznr q<he ,a ranmx is n&r aeu ra xi ,xmsysum farnex Aap orA%q Alle"Wkx:z ze eir d. M1 44515t. Lucie Blvd. oppirhr 1R16AIRoal6asserAnthanp1. tombolll,Pl. Repmduetion olrkisdocument,inont loan, is prohibited without the minenpenmissiaahnm A -I Roolirasm hathonrtlomboll1j.L Fart F erce, FL 34946 Job Truss WRCLG1AE9 FL01 Al Roof Trusses, Fort Pierce, FL 34946, 0-1-8 2-6 0 0-1-8 Dead Load Defl. = 3/16 in 3x8 =_ o Truss Type I City I Ply I RYAN Floor 4 1 Job Rafj truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 201 I D: yPU CgGfLZTgtoRCQb7?I Naz, 1-5-8 1-3-0 30 -_- 3x6 FP:--: 30 = z d S 8 7 8 LARGO v1 A0209763 ustnes, Inc. Thu Jan 4 15:17:57 2018 Page 1 3x8 -_ 9 10 3x6 3x8 --: 3x4 =-= 3x3 --- 302 MT20HS FP-- 3x8 -= 3x6 = 21 21 Plate Offsets_(X,Y)-- 11:Edge,070-121,_[13:0-2-8,Edgej,l16.0-1-8,Edgej,_[-19_0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0,58 TCDL 10.0 Lumber DOL 1.00 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASES) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 - 114610-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 3-4=-3716/0,4-5=-4908/0, 5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10- 1 2=-2387/0, 2-18=-2396/0, 10-13=0/1717,2-17=0/1712,9-13=-261/0, 8-13=-1000/0, 4-17=-100310, 8-15=-95/729,4-16=-1511714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. DEFL. in (loc) I/defl L/d Vert(LL) -0,4516-17 >559 360 Vert(CT)-0.6316-17 >397 240 Horz(CT) 0.10 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0%F, O %E N'eMry-Ikru mrtgrertttux fae di11N7('Otl$iiS;"iFllEr'6EA:11`. [fkN1t(.FGillCIK(U$tYk llfi"2itACb:FiJM(It"IMn ferAr ktip µtmxn4 fa/fea/MItt N11r41*n31tS Mf+lytf[9;x11M 1tIWr1 iaN Ni,f (. hla4.nlAM arirt of UdtSt Mxr.ttt fIMMMIk IOQ, et`Y MIIt(tMMEHf rYt!iS1M iAtiN IU IEt Iypt}jttN3L 4t 01fnSllfSlpl 1111Mtz).S.$tt Nn[fIfIMN`Y:1t tHIMtlF 1(10,ltftRMtMMIfRX(t xlM lWi4lfad 1flMM'11j SSttttxNl9Y 'pt /t5}C€M vl flfnStatMNMM10P Mlj.Wtflh.'-At/t(93tS49pIMS. 11N1¢:NMtiN:. HiI1N } An{horry T. Tombo'11, P,E. W,ud rti3h• t«u itn ttwmunnaxa .roa.u st •cdt r+t•wwlt tk"t., vq Minalxlt. z 80083 4eRnax;#taMffaetYtt.flMxs4aa+!;wre, lot WWF.1',fafpolW3NMWilylM,lozvnrGNCIa:v9A M1(SF"Visklnf WIRA .t>"zuwtnmU?1.,IKINhMsSrns8s3.damtsMdpm.stlttl-n:6tnpq,l?lS4IhSi8i#fMns4kr:cMiMM^Haxn 4451St. Lucie Blvd, YAer+lukrnMIgc` akaF Wrqunnmgkdi ptn wfznei WIFort P'eice, FL 34946 w feprrilpiQ71GId6lloot 6asttrAalhueyLtombaflLF. t. tepw60innofthislommenl.maalfoYM,tspro6liIledaithouitAe.rnn¢aRaeflmues Fnrf onrl.lambalA,Y-E. o russ Truss T evp Qry.__ WRCLG1AE9 FL02GE Floor Supported Gable 1 1 A0209764 Job _Reference o tional c - -- - - - - I_F- ). - - At Roof Trusses, Fart Pierce, FL 34946, designQa1truss.com Run 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15 17:57 20113 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-u URiMuH_tWOGZGy_v5STKsjOSaPoQW?tgVvJQgzyis8 4- 4- LOADING (psf) I SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/dTCLL40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999TCDL10.0 I Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999BCLL0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/aBCDL5.0 lI Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0, lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0%F, 0%E W« atrStt, I.. tx t.fxmaiedra,uxu lS. aNauvNceMts t} tksNse'i+ Ntt:r . yst i ttyd.QN[,ttt' aFti ,i.`ttl&Ct aJfa!rF m, IRtyUfriµ4,fwcadwiiSs.t. etrcI; t'.l+ rvat'.. «hQ2 rfMNuE' Ka. ,«at itNraipatttu,xnt5,. tfit:, PMq.5iartettSkUv,m5*frew: dpiprN.nt eiie; Mag., e;; l'. atNMtagVwl'N"ft1ueNapH aAuSttpKha lkn,.rly§ttMtkp,$ w( tpartr«5pmVt; 2ctw,5aa1 t>.rehnqsiT•,t£, neai.Ftv°xNtagaE:tNtwr:kaJtktkst+:l5p4? APtaapt WpN. i daSaktakam,kr. qm; HttceaKt raeauMN: qNmknawwNxdn,p4rnwenPiKk+ ans:uiaitt'lu. tn:,, Nkkia* Na.Nte+«&mb scyt#r tt4dt„:. tn' peD4. itlwryadhu t; Ien:4tgaqlf.'.Nf. tettu4AN5w t16t0+ K4atMf. sftMreuns t W3. iM N Aqt.l a. lI t» Niktw asta- xntYaxnwtttgltu rvNata uwpwwsNttfitxtNngtMalWeretbeptpz7tDrwaPa. ! Mnilen:dss Anthony T. T6mbo III, PE. lntNtMN¢ xe&80083 445I Sc Lucie Bld_ t5otp" Olif t2016 A tpool lmeiAtt6nayt- Imbe lil, F. P. teptodenionofl5(s dorap. oaasscsAalAoRy[omo01- P.1. Fo" Nerce, Ft34946 Job Truss Truss 1 WRCLG1AE9 FL03 Floor Y Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H 1— --- -2-6-0 I 3x8 -= 3x4 - Qty Ply RYAN 4 1 V1 A0209765 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:17:58 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-Mg?4ZEHceq W7BQXATozit3FOe_W69mFOv9esz6zyis7 1 t-3-O II___-3-4-11 1-3-9—I 3x4 = 3x3 = 3x6 FP--- 3x8 = 1--1-3-0 i '1 94 I F 1-370I OF41- Dead Load Defl. = 3/16 in 3x3 II 3x3 = 5x6 = 3x6 =- 3x8 == 3x8 MT20HS FR= 3x8 _= 3x8 = 3x3 3x6 = 20-9 4 1 4-8 344 0-410 Plate Offsets {X,Y)_ _L1:Edge 0-0-12]t_L6 0 1 8,Edge],_ 1[ 5:0-1-21Ed e], j200_-2 Ed c e j25:0-3-SEdgej, L27_o--Sz0-0-12)_ LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.49 22-23 >502 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.67 22-23 >366 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0,80 Horz(CT) 0.08 19 n/a n/a BCDL 5.0 Code FBC2017f rPI2014 Matrix-S Weight: 128 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' T1: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 30(flat) 'Except` B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min.0-1-8) 26 = 1095/0-7-4 (min.0-1-8) 19 = 1579/0-3-8 (min.0-1-8) Max Uplift 15 = -78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/0, 3-4=-3514/0, 4-5=-4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-12=0/605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324,22-23=014129, 21-22=0/4129, 20-21=0/4129, 19-20=0/1693 WEBS 2-26=-2280/0, 10-19=-2422/0, 2-25=0/1605, 10-20=011679, 3-25=-251/0, 4-25=-896/0, 7-20=-1420/0,4-23=0/410, 5-23=-408/0, 7-21=0/385, 6-22=-365/0, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard W." rlxu aatgM, 0,-xe A I VV IWS5 "Sflr, (iflA t RMS t OWKW rUt A dl7 r; k K1Ck9XNr Ixa fe-tr kap pate#., W uN,N,, x Nn lirs; 9e.,yuN,..n{fRF:.i M AA., I trait Ui, t E_ tdaeat S!M "*, ns Udes: d6n.u adN ro Me 10@_ xle AUttk;anax le* sa baiN to ae G7UnNsdd. peLxs Otsgeftptea le.Spadfr Egxt.;. ae sxlxwelW±epesMsaaceaaa.edae pdmslad tq etra}mynsaaaN•Ix lx ;aae s#ptt fy;#efxae tUU xN.edp 1?tl.'.Mienpnsmpites.N4r; armaxs. seatNlat Anthony T. T4mbo T11, PE. eeA xedaislrs.Y=xe Ml/iq is ae esxesiNla,dtk hat.atQwr's exe set epaa ae taNiq 6xipw,:e ae x.ndlu af, 5ed ache i.d AaFq:ele ta4 (a-1. le gAxi dae .'06Mn Ixlt da ,ns, altaq exl,uq. sage. asMld trek k.a} ed. rx tA nspcau5-0A » 80083 ae A! ININ lDUMis pawn W rdoax d at kloq raapcam Sdenfde ata `KU-pol sAte n, TMWWAatnl—o*pmda,/nt...}Plkansa. espm i:l7tx xd k,.sY'Lst:.s,Ot,ipa l.ns ksgr. apxn eed Ness YaMe!en xkss. 4451 St. Lucie Blvd. ereeia ldxee l}a;td ed epees e»xxxnnq is dlpmxs md,N, tk tnu }es,pfgiux„N ita#a}Uespa xlt.s.ys+:a iepexiYalr xUfq. All sx rase, ertrcae xtdaelutitl. Fort Pierce, FL 34946 opylilhl07016AIraol6ussts-Anthonyt.tombslll,PA. taploovoi0p.0misloromaa6inoaylmm,ispro616itedwithaotthewriaeap*sSionhomA-11oa}h,sses- Anthony Lcembolll,P.t. LG1AE9 FL04 bf Trusses, Fort Pierce, FL 0-1-8 Qty Ply YAN HOMES /LARGO v1 Floor 2 1 A0209766 designdesi_—_ _.—__-__._____.__-_trob Reference o tional _ fdesign@attruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mire-k dustnes, Inc. Thu Jan 4 15:17:59 201 Page 1ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-gsZSnalEP7e_oa6M 1 WUxPHoAKNs 1 uC4A8pOPVYzyis6 1-3-0 2-3-4 1-3-QF---If----------II-- ---i 2-1-4 0--8 Dead Load Dell- = 3/16 in 3x6 - 3x4 = 3x4 = 3x4 = 3x6 FP := 3x8 = 3x3 II 3x4 = 2 3 a _ I 125.04-8.0-0-121 LOADING (psf) I SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 31(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) 'Except• 81: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 1006/0-7-4 (min.0-1-8) 14 =-271/0-3-8 (min. 0-1-8) 15 = 2058/0-3-8 (min. 0-1-8) Max Uplift 14 453(LC 3) Max Grav 22 = 1007(LC 3) 14 - 108(LC 4) 15 = 2058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0, 8-9=-2019/0, 9-10=-2019/0, 10-11=0/2058, 11-12=0/2056 BOT CHORD 21-22=0/1868, 20-21=0/3743, 19-20=0/3743, 18-19=0/3161, 17-18=0/3161, 16-17=0/3161, 15-16=0/335, 14-15=-1064/0 WEBS 2-22=-2065/0, 10-15=-2612/0, 2-21=0/1391, 10-16=0/1870, 3-21=-252/0, 4-21=-682/0, 7-16=-1596/0, 4-19=0/261, 5-19=-441/0, 7-17=0/445, 12-14=0/1173, 12-15=-1379/0, 6-19=0/1042, 6-18=-422/0 0 or<o m t e na r-r-= 3x6 = 3x8 CSI. DEFL. in (loc) I/deft L/d TC 0.89 Vert(LL) 0.4718-19 523 360BC0.99 Vert(CT) 0.6518-19 381 240WB0.89 Horz(CT) 0.06 15 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 14. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x8 === 3x6 ES 0 251o9 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0%F, 0%E AI pint[n's A* Mt41r.nh S'S'cs1[IA'16Ea IA,I(Flftt(4aE(11p1(1,t k:"l4T7 Aeatia'fS iMEA?'INA_hlfd{1eNp tafeNttl et//tN MltiMlxtl. .rlS k2frP MentllnM(t[pFltti.ti-t11bbA1 Mi 5f'R'trik. Altf;MMntItt G9HMnf l Q. MjMinMMnrt. 1n9M 3e/hl nt i3UbM flq.4!fFtrt: Dti yf(IIOtH:l.2..t}eaa,[lPMN;, t1352NNtlYtAb!IyttiMt tlMMNM(l emyla4tMd lgwet'igltyaNl6al h'IMtrr;HM Se11l[(nt eq aNtlnf ibb Mk. t9lw l}.I_',khtjk ri519I81R!.IRtl:q (MdlryMi. Stndacywtemxct .!'i'Mtt uigsrknsrM NlmArtc9wN.neP M'fam NNt a2 neaaMr2go2nttu,nr.:MrenNneltt.at4;wnewse.a:.p;N2Mtnsl 12gxMcalre?462dM.atu2senetn;t..etay net,Sa.nt.NSmIrt MMekreay ar.:e t2n, AnthonyT. Tombo HT, P.E. Mtr ttyAslsa tlecxnMt u!Mxr:xuwaltop2Mleep tAaMatMtxn2Sttnfan64(io"MWei lra.n .n Kw'pinulvr14. AUerta0. uro `Sn:"N fnHMtt1tbRfe 1, 4f0wI Vla I". I!-Mq l!dl pwM wlNM4.It, t145Si.'fit9n EgIHRfIFac[aR tw41Ih typN, tl tnS Sytsa [gNtll ri tlr awl9q. ul (ga+tie aFperef CS tliwta 1911t1[MSneitStlfS36l fi tRdtlalt t'nt t.Rt!b1Plltf, I!p511<5 Fay1M8 M)[n5, aA1wItY H-MRSt . 86Q83 4451 St. Lucie Blvd. opnil t(+7616A Itaothutses ArtMonpLtom6o111,Pf. 19360iQ0ofthis110lument inmay form, itProhibited withomthe wdttenPowWon6omA-1Roof Ifulsel- Anthony Lto hoIII,P.f. Fort Pierce, FL 34946 Job Truss WRCLGIAF9 FL05 Floor J4 1 A0209767 Job Reference (otional) _ _ Mcom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:1$:00 2018 Page 1 ID:yPUCgGf-ZTgtoRCQb7?INaz2jnS-136r_wJsARmrQjhZaD?AyULOpnCYdgSJNT7z1_zyis5 0-1-8 HI-2-gam... 1t _6-21t13-0I 23t2— I 3x4 - 3x3 = 3x3 11 3x8 == 3x4 -- 3x6 FP:-- 3x4 = 3x6 =-- 0--8 Dead Load Defl. = 3/16 in 30 3x8 = 3x6 FP= 3x4 - 3x8- 3x6 3x8 = 1 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.61 15-16 384 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min.0-1-8) 23 - 135/0-74 (min.0-1-8) 14 = 102210-3-8 (min.0-1-8) Max Uplift 23 =-125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0,7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-11=-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21 =-485/318,19-20=0/1210, 18-19=0/1 210, 17-18=0/3848, 16-17=0/3848,15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1 428, 5-18=0/1 717, 6-18=-273/46, 10-15=-716/0, 7-18=-133010, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0%F, 0%E Kndq-tkttt tiaatldrregtx Me'ba t9G.f1lii(S<Sftlfr"x 6EN£tli r£tdS bC:tiAIIG IS [RiOK%7l,krt5Ll'.E&id[NI'fax iuArlealf tawdat Wrest Mtt albi lts:h}rii»tq([l fte lkt Att4tFl ltwW U.FI-tdatxf Varlturt Ysf Udnsdeerxrte gdNa[Iti00.a'r dltfi AltlMrlrvK ad ^ef:tl fa llR lUDMkedrN. l31 t/.S Bttlll El!Itft f}.<anlflV £I IaY.9 5ldNMIr!fjttSMtN!(Hf0a5daflfd:fSlad aj.Mti'Mt ttftail111a1'•'15f 1f4 Sh Mtl E tFP nt/1415t IQh aN.ala tkl_ Ijt{tt:r}ri319pIa. 11M1lf,gpna:. tltllNlfJ Andiony T. Tom& ill, P.E. ad • te 0*i I 5".WM!it1ataitxdbml0 NI fa. KeP ai Sld4•iet fjedu to Mltft Ottgap'N:fdit d MI EC. Ulf 2£ ad tit lad ol'q Atari lx l It it",0luitW a.I m 5 fN "", Nall kA44 x14" N1a11W Nat; Air of W'l,"00f It «. 80083 as AaNap hlt: x la [Prtna. ea aft tr a+a MtW Wlk pxluft at}aNla dtie talkq cagam um, lm aeaa l[A; ldtnlee tt rmWtxf atrdaaefdM qua,; lataE. Ird asa3+H,yras i.latt att+atrM1..httt Rapa fact atsp €xpma atlas mfMlala. aax 4451 St. Lucie Blvd. ftiPtxtatdMa SY tfm'alfpttltwawnary fs dlla`M ?lt. lie llti.:'fF. t4:tlmea i4 tGl i7t 5alal8Pi:lter.l(5.t.4 <.3Y'}a £tlHtN 1`ar allhq. tll fiyFd ltbk aS atm RtAtf Mlh-I. Fart Pierce, FL 34946 topylilhl( t 2016 A I toot Lasser Artthanr 1. tamha lll. P.t. bproduttioa of this komeld,mool fmm, is ptohihAtd aithconhe xniten petmiss«on ham Ad Roof Times- Aa1hon0.Iomholll,p.L ANWRCLGIAE9IF106G At Roof Trusses Fart Piar c Fi ie I---_—t-3-0 —..—I 3Y3 FLOOR GIRDER J1 1 A0209768 0 niReferenTktinc. Thu _Jan 4 15r 18:00 2_01Pagel R8.12sNov122017 Pri: 8.120sNov 12 201M(opntounsatl)e,ID:hA3xRN7kH8GY_sQsevncy2zOBnp-136r_wJsARmrQjhZaD? AyULPYnlmdmAJNT7z1_zyis5 LOADING (psf) SPACING- 2-0- 0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/ TP12014 LUMBER. TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3( flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 904/ 0-6-14 ( min.0-1-8) 7 = 897/0-3-8 ( min, 0-1-8) Max Grav 12 = 904(LC 1) 7 = 902(LC 4) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 13=-1914/ 0, 13- 14=-1914/0, 3-14=-1914/0, 3- 15=-2482/0, 15-16=-2482/0, 4- 16=-2482/0, 4-17=-1830/0, 5- 17=-1830/0 BOT CHORD 11-12=0/ 1277, 10- 11=0/2482, 9-10=0/2482, 8-9=0/2482, 7- 8=0/1176 WEBS 2-12=-1568/0, 2- 11=0/813, 3-11=-724/22, 5-7=-1443/0, 5- 8=0/805, 4-8=-824/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. DEFL. in loc) I/ deft L/d TC 0.60 Vert(LL) 0.07 10 999 360 BC 0.64 Vert(CT) 0.09 10 999 240 WB 0.39 Horz(CT) 0.02 7 n/a n/a Matrix-S 4) Hanger(s) or other connection device(s) shall be Provided sufficient to support concentrated load(s) 190 lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb up at 4-5- 4, and 190 lb down and 178 lb up at 6-5-4, and 192 lb down and 172 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (plf) Vert: 7- 12=-10, 1- 6=-100 Concentrated Loads (lb) Vert: 3=- 114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-117 06 = PLATES GRIP MT20 244/ 190 Weight: 53 lb FT = 0% F, 0%E waxy Ma nxayd.a tk FI IOQ=y' sSdtlECl6EK Ikl.INSt(2Kg11Cht 4sl x"tKKT A;eKLKiE$a"xEKi lx leKSNxp prraxnsalreal odes sd L. fs3sr.p,CC4;.xe ne inrmrrr l¢sNfltrEldxexe Arr: eatinr. Kdnu rtgr"rudde(a11r 100, is Mrirx awn lYt Id•xoffxr4tfOnxdd.{e'rns hespfapxerfs,SxnK tpa,.neudaof In"resets x xsyalea dMForsnadryreeriy r,sryruhinr s•tx Nsp=ane sxpel+nsUkl:Ixna NB al.Wnt?61.;'a tes:pnsrepaas.na:y;adnas, srngiKry lk 13" e: aWtft'qIkresprsxlnrd9e0rrx. pw" d egol,gd en txhiy 6esga• In,nr. Kt of nr hca q Mt at!?il l<pxnn;dla OB nN ar Aelfes<dbe insr. asOrxy lmtiq.smyr,inMinha alkx siq he nen art st I kr "a'.tOa. t. ianssxarrn et rN K Knat nasnesdnralu t Anthony T. Fom6a f[F, P.E. y ayenmSdmU nnK,ruJrrxreEetJSrMalst(A« s:dx:zrtMpaxa.gdrae Iruara,a,r w sras,id:nd « 80083 KRneru ldNt tra irdrxEf x/na n.rmy It d(ix4slaHat the lass Ercsrya Fipew is Kc!*M td1 tPe4xxl•ns <es'ewE urrda aM1A tlir yxs te'nn ad xnndfrd l.ns Knatxa•l ns iesp Eepax aK rrt!s Md+dxWx-ohs: e y np duNhrosncafdaNaull 4451St. Lucie Blvd. fopyriRhl®20I6AIRoefNsses- Anthony 1.fomhe111,P.f.Reprodu0inoofthisdoamenl,monylPorm,isFell Nledxithoatthe adttenpermission 6oleA.IReel floss" - Anthony IlomboIII, pC. Fort Pierce, FL 34946 Job Truss WRCLG1AE9 FL07GE Al Roof Trusses, Fort Pierce, FL 349 ov" 1 2 3 Truss Type Qty Ply RYAN HOMES (LARGO v1 Floor Supported Gable 2 A0209769 Jqb Reference opfional) truss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:01 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-mFgDBGKVxlui2tF18xXPUitiOBn....--Tb7t.—i-I s4 0.11{8 3x3 -_- 4 5 6 7 8 9 10 11 26 25 24 23 22 21 20 19 18 17 16 3x3 Plate Offsets (X,Y)-- [1:Edge,0-0-121,_[27 0-1-8,0 0-121,-1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. DEFL. in (loc) I/defl L/d TC 0,08 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0,00 14 n/a n/a Matrix-S 12 13 ST1 ti v P a 15 14 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 0%F, 0%E rn F:eww,"Vy mna iWk11001; Ri=;' ,.t „ ROW IFW&',.ah 1 ."A 01P 711 4KQ#;Pclt`.ai'`!ea lafi Rugs ge+t%emt wAial wesroMs hx s .p keseel;;CPlokw or,.o(k W:. F ii"l ixei rMNse r;e. &dea:a..0 saSeFro[n Wf W'•¢t uwe+tx lNlez rtrn+iksrtWra :4ih R.ali is ! ak.gmsa e.iry.rp ~*"N Ae ieO m, tAS B ^+a n'h R;fs pFhsEwe€o-ryuenxg:nNara!M as ksprRSa uyt .r ivatrexx t44 «+. xtc'l4+. iR Rsge nw€mx;.. ka1;uA»M:. ,en#:§ry Anthony 1. Tombo II', R.E. M +e u`tk t,nclawt+-+lugn9e ttWu iArdtkC ks*.fne+xs't pAxMgWnSr M:ipk.;pu.aM wrtra+etN(.mn: xl e rcd i.iN+F:ek ao!'ffih. tk er. fd+t q4 cr'nIF eAM nve! wpwg Maa. e:m arA ka14 tMtl b ne"'MIMh0 ?..80083 ne M1Miry 4ev pu w:m Kx. all aqe nt `ee tOttK pHscn e#Y ae a Re ta»VAq ,+xern SAetr tidu F.i!; gu1 hen FMtl,1 d!w tronrt ryr wR tH_M.wss Nr rpsddzaiMrwes d;k ans k,.p ?,.0 Pecyr Gl+wl r.e, ltuAu'ran rokns 4451St i.:FcieBlvd- to , .PiP3ce, Ft 14446 feprligkt =Ttll6ktRcoilwmt deihongLlcm6altl,i.f. tepEedan7nnoiihistommemfeentle m,tsgi4Ai6imd.itAnmtheRritteapeamisziae6nmAlRooilrusua AntAaogt.lau6nilE,@.I. WRCLG1AE9 FL08 Floor A1 Roof Trusses, Fort Pierce, FL 34946, designdaltruss.com 0-i-$ 3x6 1 RYA v1 4 1 A0209770 Jab Reference q _tional rPl_ - 120 s Nov 12 2p17 Print: $.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan -4 15 18:02 20173 Page 1ID.hA3xRN7kH8GY_sQsevncy2zOBnp-EREbPcL7i20Yflgxie2elvQlKbue5f cgnc46tzyis3 3x3 _ 30 =- it-K 011{8 Dead Load Deft. = 1/16 in sx6 3x6-: LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 DEFL. in (I-) I/den L/d TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(LL) 0.18 10-11 999 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Vert(CT) 0.25 10-11 770 240 BCDL 5.0 Cade FBC2017/TPI201S1 Matrix-S Horz(CT) 0,05 9 n/a n/a LUMBER. TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min, 0-1-8) 14 = 867/0-7-4 (min, 0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, O%E ICcup t4 a I4uwpd! rt r rk't i k1Ci ItdsirS ur{frj 6EXftA !itl4S t (;Xptitd5 (trt d'3FT8',E ni l.[9odlAi' Mr- ir;4{ kup tuladxn W r-a! errs M Ixc?rxss 1F11' lrlw YitCU', ud!6r our f I-kl k tl W., flea k' ,t sxa utto, d4c wisr raw a7k 10 ra!rrate+x mysn;nY:p NfIeIAIf9Dtantdfts->rrts6euplpunrf.Stru95nan;atudxwi(G@rpfezapclaxuxamldMpd:cslaNpnee,a4rlplmdrnt Mhs xttaesnpeln;stry nNa91@4adt.+galtll.;yhv x:rMeseuM1stisIliWirprqresp-sdahrt doe lr-e. Rr or—, ,, -aue:N-mu a nr homnt h"', roe umd nr lM dr!kofur"k"d ohWr ki 'k w apru:..4" amomw.smamtMt.+nngA s.ua/(marr-ir aec snw rb l Q sN rlr tratt-a at pelW-Ic dMMa { ai' r dlcrdRe',98w/w.Mllls<dpe iuce..a;INp Raf+*q rorpc nrnMrn WklSgsgf, 4e d-ey st,!wd Anthony T. To+rrih4 il?, die 5e ldndgec-dvf -pM polo rrmp pdi pp +m sdre hi-alnp3l{;fMrrszarp rgwsus derdawc-am p-opm , tta nrra: as re5tls,anu as aa„rswi:,c, p„rpr.. a;r:, r5 ra za sa rnzrr„m,, a. nn.s T 80083trrt#5 ar4tt{riQ l-StLf!1fn {pnt-fif lf;•t Gk twdPrt 6C[.t-p,a f.iStplPpr-(rykOr prYlp M1t4,ld", n;ar Nf ttlMnttntt, 44515t.Wo?..BIv`(i- fopyrit6t$12QI6A-ItaafhmLZsesAm6onytlomboilLp.E-Reprolwionofthislorumemnnanyform,4pro6P6itedwithoutflit""eoptrmission60MAtRooflmsses-Anthonyt.Im6ofII,P.f. FortPterce,FL 34946 Job Truss Trussl WRCLGIAE9 FL09 Floor Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 0-1-8 1.5x4 II 1.5x4 == 3x6 _ 1 2 Qty Ply RYAN HOMES /LARGO v1 10 1 A0209771 Job Reference (optional] Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:02 2018 Page 1 ID:hA3xRN 7kH8GY-sQsevncy2zOBnp-EREbPcL7i20Yf 1 gxie2e 1 vQlibu X5fBcgnc46tzyis3 201-3-0 DeadDead Load Deft. = 1116 in 1.5x4 II 30 ==- 30 -- 1.5x4 11 3x6 -_ 1.5x4 11 3 4 5 6 7 8 3x4 -- 3x6 -- 1.5x4 11 1.5x4 11 3x6 --- 3x4 _ 15-9-8 5-9-1 Plate Offsets (X,Y)-- [1 -.Edge,0-0-12[, [150_1-8,0-O-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TIC 0.62 Vert(LL) 0.18 12-13 999 360 TCDL 10,0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.24 12-13 763 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min.0-1-8) Max Grav 9 = 855(LC 1) 14 - 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551, 12-13=0/2707, 11-12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007, 2-13=0/1014, 5-10=-595128, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 79 lb FT = O%F, 0%E ltnaeq hreutMnpfrvxx+M'1 rCJi:INSV'P,'4t.t;OW, i;Tdd4@C4RS sIM CNif08; W`Fk t.rh7xtfboht eP iaa. t"9. tkt rrw<ms Myeti notnau'ana bet«pkruy `bh;el 4Me,t [mM lkf?.le€uea: ilawtfelne rH. xs ra rest tafN a',kt 768. nt, w etta,.rr a tt.ueaaa t4an x,k z.sl n ,ueiq" .a Iu.xxtrann,tv3 a+="m=++ntrtx,t G ttwRtx;nr+astpdmstgi::o;tk aae[±a+..aa!ns tkxo-st«er,w4q;,.,+ pnthanp i`. Fomt IE;. R.E. of nedmsG sM n. k4q : ae euee,x<naae Caw" key+ea"s wk tN gecuyu M>mtrym.anewaer'e!tk N+.4t R, a¢Ae b:U n umq:aa n. fn iry Idmt?J9 at nrr tvq tet tnlm !We1 .ilu1 tlueye. e;ubaa xl kwip n111 Mrt:Nxs4d?d " 800E13 4451 St, LuUe Blvd, ttNnei4tk(m(F inhrt pl.ryaE•twgl.e.pokn x hN.:ki,y, (krpt fq+ett=is S; McreMuR &,grit eu S,lea [g.d#lilaq ,li,ylFtl,tH lae., at es Ma fatts i. Ot? Pi e, S(f`rl. 149 46 epyoght'ak 70I6k IRool6otut kmhttoyC1-1,011'N' teproAolion ai lkis do:umeat. to aor lotm is ptohibotil ponuhe"Dues pe.mmioo Ito. k-Ibotimxet kothayl. 1wholll P.E. zt WRCLGIAE9 FL10 e, FL 3494 7 6 8.120 s Floor AN HOMES / LARGO 0 3 A0209772 f 1z zui r vnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:03 201T, Page 1ID:yPUCgGf-ZTgtoRCQb7?INaz2inS-ieozcyLISM9PHBP8GM0-1-8 Zta7ztx?NXpAPm3RMdeJzyis2 F1115xf5-0 2-6-0 8 --- 3x3 II 3x6 -= Plate Offsets X,Y -- 1:Ed e,0-0 12 , 6g1 _L_ _ LOADING (Rsf} SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 CS1. TC DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 0.78 BC 0.38 Vett(LL) Vert(CT) 0.00 5 """" 0.05 4-5 >999 360 MT20 244/190 240 I Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 WB 0.23 Matrix-P Horz(CT) 0.00 4 n/a n/a LUMBER - Weight: 25 lb FT = O%F, 0%E TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING. TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min, 0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 - 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3A=-299/0 BOT CHORD 4-5=0/736 WEBS 2A=-810/0, 2-5=-951/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 Fin p-Nsn>Mww{Nt rww"11t%I ljoE ttJSS s`StttErs €t WINSa(,gilCY4{gRx'ttniC kFIIG%-.t3LMtAf'I"R leer pup peawws ad teehlMz»ps L1s; 3n 3 nnq{llG?rew Fmws1I be ,1E. @Irtwewt nt Ugsa NM'+ise u+ra es sk ipp. Mr 1xArs< `t 4 11+t 1HN iiM i9Uhk the e;i'raSs Attp ipml( .e. ke xtt Epue«,. he uNwa e rgtestesmn s;<1fMpasesshmlepsuritt re411+tmrr'KM/tspt t:'M 1401 tress etetitlwAt MD.(, "'an,tNl 'bSArc^tew At }t esstapnes. h11s1 e1Mw. slnNlrT t 1t t111seNtm if R4 j"em. mlQ w t""70 eras he 64Mhefger Aht:min 0 he lK,$1 V W%"4.1 cw IEt nj to RxlYt;Nhe.6 t111M 1te11 i510110t5t-uflmPt lRFxry.th'qc hShllQple/klcLj iexf Si l itSFRtYhitq Anthcoy f, Totnba 111, (1.E. 13k.uetfuNel-. 1ltYi epeN open Hemp lS l(I Mt mmetipe3 I1c (rcss pswasNhe Wlkq (leypea khn tk4. nm ittSGptluoHglp lK S1(A rer,MxwMM pail. pxau,. p;lg t;le ntp utdnls pd bnn rtM1e l rs. Denper.I", es:ps itpaen ag fnx MaaAmnm. ears Z 80083 w y.., 1 n+utme y5r„p xltjswetatada, uleg :,E aslts,t"d in1 4451 St. Lucie Blvd. topratht 01p16 AtootbossesA»dooy 1. lombo 111, P_(. tepro9uttion of this I mmem,m aoy lmm, is ptohihited w hootthe -nen permission hom Ad too( itesses Aothonr 1. tomb III, F.E. Fart `etce, FL 34946 MES / LARGO v1 IWRCLG1AE9 FL11 Floor Fort Pierce, FL 34946, design@altruss.com Ri. 0-1-8 3x3 -= 11 lt5x)4--Jt ... 1-370 3x3 Plate Offsets_X,Y)_- [1_Ed_ge,0-0-121,[50-1-2,Edgej, j10:0 1 8,0_0_121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 TCDL 10.0 Lumber DOL 1.00 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.11 BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 214/0-3-8 (min.0-1-8) 9 = 214/0-6-14 (min. 0-1-8) Max Grav 5 = 214(LC 1) 9 — 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3 1 1 A0209773 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:03 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-jeozcyLISM9PHBP8GMZta7z2O?RypClm3RMdeJzyis2 5x6 = 1-1-0 ...... 31t5x411 4 5 4-1-0 4-5-0 DEFL. in loc) I/deft Ud PLATES GRIP Vert(LL) 0.02 6 999 360 MT20 244/190 Vert(CT) 0.03 6 999 240 Horz(CT) 0.00 5 n/a n/a Weight: 24 lb FT = 0%F, 0%aE IR4aq- ptmta OatgMr rNnw IM l Rai. pxiS(1iaE(1fk•. rdASik, (EUt{$(iFlLilldb[. [!$1*4k 1(T( lf1i'i.E9enfAr nl!6. ke:A{!t'Ak1 tall- A 2d Wts q N, I—)ur N1.14 ,, ad 1k 4akof IiMf dt Pf. kreta 5w,"-t tot UIIl3; M.o'ntt AfIN la At IB6-M'( a}ttC< %joG''2a 16f At too bie tdd. f:a lrtt kt:Yi0. Et}1KP .$it.un{(Met YettdHm!IQBtlytf3MSmataaaatRnlndYSSiplltg ltt'Iq,etta511(Iit(Y n1 r:: t I1MfA}t1'f egiClNMAt t(7NIl R11a 1KI:k1 k5ki it3l9(nN .ieMA :MkflM3, 4a1Nikh Ar1 timy T, TQ(¶tio A!, P.E. a0 il *ot!WIM"ntbtpAWo Oft laa.M9wuizuaa.HgexAntkauRo"'r"aN:moONK-'u.aethe W'%krzw}MtwRtf.`kWind&'.00rkmhell dmt nrs.a.IgigFaW.iq.sn geasMlmawlkaxdal4eru•etpyida.d «80083 aw aX Ite, loo tart* nmMA l tn(9 ms tlbtta 4(e"W intn tr.4annF[5< fee"WN in W skie" 1AataW` F.I.".1 U-0ku.,*,,;",eeot"wol."eltl;"sk.p.,Is,),t*ilp- etOtte W#nx'a-Hhs?tit los, State Eee ais ILT t,'iwAq ors et ¢ I is Sena Eapma aay MAlfq IN ayTataaK!Aws at as ItPad is im 1. 44SL St. Luci2 3494 FQrttierce, Ft. 34946 op) ripht 0 7616 A Root ksm Amhany l.lombo llf, p.f. hprode(tioo ofihis dommen6 m ony fo(m,is prohibited without the wuneo permission hom A Root Ines Aethony t.Iombo III, P.E. Job I Truss Truss Typ WRCLG1AE9 FL12GE GABLE At Roof Trusses, Fort Pierce, FL 34946, de signaltruss.com 2 Qty Ply RYAN HOMES /LARGO V-1 1 1 A0209774 Job Reference (optional) r s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:04 2-018 Page 1 I0:hA3xRN 7kH8GY_sQsevncy2zOBnp-BgMLgIMNDgHGvL_Kp3466KVDI0oVYgkv155AAmzyis 1 VP 3 4 8 7 6 5 1-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 20 lb FT = O%F, 0%E Mnpy k`ms e atgNa,+tttxM'tt J£ 1@t4Ce Qi.<r,'1iEUZt:kitit-OeDiY,+RS ritcw;`art#";ltRL IPtGtdk5P ins. iro3!hHgxpraaerwsa4ieNeaesnfdskr,Sh:Wtbtsar'Dt;aAar,7 itu+kmrzkfr<n!Nt+ttAntra. Y estxkn.u tsMtiW.Hn X' d<aamlaar tbuk aat la Rt @.att raN. it tt itw panel kn r!.opxn.At}et6cecr tuO rY cennm;er4ws rnn:pp mgwe roq =np§cw-0+3.In k"NsgeAn+wpe: kr+f ireAetM. that itki. frksgenx.efam er:ran..,? ul. etd mi3me MrAr t"Asq t9e ep+ta .,aae&. a. a.w tn#a rd pm e ;F,r.m rs a u?.mnta ».uay.ce aa'R iv Nr>.d r .c ar r r rar ti Anthony T. a 80083 f[ i, P.F.. s© aa; p Pt q rMdmt,tlM:r.%rp;aaymntiNe Mnxa:a KSt wt4Nelh tf ridI ne=dxl,.rlN;i..irq/peftr4l tmmt x«e,rusa Ret sA hives l(ne haec ke>;ue. iau Cesrp',paeuM irvel{a4fv;ma as#tit an.; tk nitc rp.tttm" • e,n,ra;need.:vu.,.at.r.,i 4a:u t«n.rQEt, _< «sbi„:ELF mt . ztp,y u n.nt„ t ttrt 4451 St, Woe Blvd 349 FarottPterce, rt3c9 . a6 fvyt;.gtt' la36kiPool hnews isentiatm.isptuti6iladx;ikouthe ainertFmmiuionI'm kit0olLusmsAnthnnyUemEaIII ,F.E. 1A69 IHJ2A (Diagonal Hip Girder Ply I RYAN HOMES / Job v1 AO209775 Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:04 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-BgMLq IMNDgHGvL_Kp3466KVCmOn?YgDvl55AAmzyis 1 1-5-0 .-..-.. {----- ---- 1-5-0 3-5-11 2x4 =.: 3-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC OA4 Vert(LL) 0.00 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(L-) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WTek recommends that Stablizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 min.0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 - 155(LC 4) 4 = 1(LC 8) Max Grav 3 - 80(LC 1) 2 - 243(LC 1) 4 - 58(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 155 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% Ft<eM-IkIZe AtrN l[tNxefAe 6 13C. R@.iZ"iEilEt"{6FIIH1i. fEdtSi C?Fq[IC#i( IuAI pTl ;l:ni•,iiiR4REN lur_ (erA{kstpplaasferl rMMldel xtMei:nv iesq,)—I fV{'Re MMrI Ercb Y.rt td—%.34de2 m+ mdnstll©.lce J01 N 6, 100 rery M1/1f :pMip(lk$ Nl: tx riel Nt IN liblfl %tlld. 131'fRi U[SIit II{fga fn,$(4iiNh(IQlfH„9i uN 11 MYl tryll:MtRtRpIKfMM pMn5laq lt4'1M'MQ rtSrNUlinh A. INI pl!n. 41PISt In!4 @ninN NAl IDU xdt lNH i§-I. 'b lf4 iti1 pilf IIIe1f.NEmM:. SlndlnY Anthony T. Iombo 111, P.E. al ru d!lsttts`u mlallilg i;Ik lNMstMIn.MM )a'1X.MOKa1'tetv enl ku thwWgITt"J. N:N4n0Ael!(, 6r s3,Mn1 Ne lalaq Ne IN lxi `h 4xleMtk'bb Ne N. hMi IN mhl?nss.Y.IIYl110.4.q.la•q.tnNalN tNhN;r4 ar nl.Is{xlzbdmd z$0083 Mxp 4N nt W(aalnN. tiresn ar•!xMIW WIM ffahts®lLIMNS04,1x104tmr>wW""0istes"In'46Ner-1Ingrrr.glamut,tnlW.,a11,1 cS kvpN. tmr-04'0"'u ois3s 4451 St, Cude. Blvd. IAC*IUIMiIk{ Y e11 tp11 lM!{11MMImIrtYdlINMS INi11[a.Intl(lSa 1116f 1Nlt'3 niIC: {rt'i%Fj b£SJiN,llll.4 SYS.NkL NOIF011 Nd9Vat 6lilst lMFYQ k'AZNt0.5 ntedll It IN I. Fort Pietce, FL 34946 opylitAl02016A-I toothosses- Anthony 1, combo ill, F.E. tcpm4oaioa of lhisJommenbin onytolm, ispmbibitnd witbnut the mitten permission kom Ad toof1wel Antbonrl. tombolli,Rt. Ply I RY V1 A0209776 NRCLG1AE9 f IHJ3A At Roof Trusses,-FortPierce, FL < Diagonal Hip Girder truss. com Run: s Nov 12 2017 Print: $ 120 s Nov 12 2017 MiTek Industries, Inc. Thu an 4 15:18:05 20P& Page 1 ID:hA3xRN7kH$GY sOsevncy2zOBnp-fOwk1dN? zP7WVZWNmbLfY2MKo6DH7T2WIrkiCzyis0 4-2-3 20 I--- ----- - - - — --. 4-2-3 4- 2-3 LOADING s Pf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TIC 0.22 DEFL. in (loc) I/deft L/d PLATES GRIP - TCDL10.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr BC 0.17 Vert( LL) 0.03 4-7 >999 240 CT) - 0.03 4-7 >9 240 MT20 244l190 BCDL 10.0 NO Code FBC2017/TPI2014 WB 0.00 Matrix - MP Hor orz(CT) —000 3 n /a n!a LUMBER - Weight: 15 lb FT = 0% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BRACING- to bearing plate capable of withstanding 63 lb uplift at TORCHORDjoint3,196 lb uplift at joint 2 and 42 lb uplift at joint 4. Structuralwoodsheathingdirectlyappliedor4-2-3 oc 7) Hanger(s) or other connection device(s) shall be purlins. provided sufficient to support concentrated load(s) 49 BOTCHORDlbdownand7lbupat1-4-9, and 49 lb down and 7 lb Rigid Getting directly applied or 10-0-0 oc bracing. up at 1-4-9 on bottom chord. The design/selection of MtTak recommends that Stabilizers and required such connection device(s) is the responsibility of cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. others, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). REACTIONS. ( lb/size) 3 100/Mechanical 2 = 269/0-10-15 (min. 0-1-8) LOAD CASE(S) 4 = 52/Mechanical Max Horz Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 2 = 79(LC 4) Plate Increase=1.25 Max Uplift Uniform Loads (plf) 3 = - 63(LC 4) Vert: 1-3=-60, 4-5=-20 2 =- 196(LC 4) Concentrated Loads (lb) 4 = - 42(LC 5) Vert: 8=-7(F=-3, B=-3) Max Grav 3 - 100(LC 1) 2 - 269(LC 1) 4 - 72(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate gripDOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. rang R."urio, ue M't l Jac" lVe)`afflftZ Rr@ HIM r CvIICISrgS, A"V'r; eicEt f9witr too -Ienry4up puaeo,W"oteMsnh, Ln: Dt"ri,> qAV, opM 4Nwtr 1e,, @r rE.III. 4WR V'"e Oxenak+se9 taM1R4-xr AV(<1 ewv Fa+ -f6; HM roe l3Dre tt rMN 4 urns @ecpef St< i k41inm,. ae udw rr r90,rpasuaprrepaudM pahuNrd eq»cusp ngavhlar S,MMc4ed tk,.V, Las tww-MME, W, wlai6.l. t&/er'P.-the,.IWot RnLUAYs enS:mWw"I Mraspa:iNNrt R N U.,the >, crugrrcN yea a IN t.4,q atq.,. N MM aP. K ar:4 xl M We 1"4`4 nk •p Rf 1 'IrgpnrdM 09Mu. hdUu AM L.u. x!I" lai% x,ge.am9Ma w&v:y tra toMucp¢ask-o An'hony T. Tombo 71% ?.E, MAxxpksr a((rcrnr Al: rpresY. ae aMlUl,W w ptmrc swCpnf+IwcrlMlsiMq Eapurcen 4h%lilernMrr t(H prMrckik!?rMA(F ax rduw:sgM pxnn pu/mnlYil Yp, re;esppsn,ma uA baasFrtl. cCvupter,Lec:4es:griycaa eH lns,ManA¢n-aievr rrMvulauct preGrtmiyteayr4axattupp78tpmmindrel. r rn,a t+„ a 80083 p fopttq„pGtMo,, 00 spa-r,rns: s+u. t aol are rnt m»vx:m:e« M nnEi 4451 St. Lucie Blvd. r,tM1OI6A-1Raathusset-krthaapCiomholll,P.[, tepmduEtionofrknfomercai,mreprom,ispmAf6iledwimaurtharnrcenpHmistioaUanA-Itao(treslelAarhoegLtrai6riU,P.E. FOIL Pietce, FL 34946 AE9 I HJ6E I Diagonal Hip Girder A0209777 ort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:06 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-7DU6FzOdIHX_8e8ixU6aBlbNoCKiOaiCIPaHFezyis? 1-5-0 7-8-9 Do.V Load Deft. = 3/16 in 3 2.12 L- 10 Ti v. 2 . Y 1 Bi 3x4 3-1 3 1 7-4-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0,30 4-9 309 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.30 4-9 303 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Sfabihzers and -require d cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 193/Mechanical 4 = 104/Mechanical 2 - 426/0-4-15 (min. 0-1-8) Max Horz 2 = 75(LC 4) Max Uplift 3 = 119(LC 4) 4 = 84(LC 4) 2 - 302(LC 4) Max Grav 3 = 193(LC 1) 4 = 137(LC 3) 2 = 426(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3, 84 lb uplift at joint 4 and 302 Ib uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 56 lb up at 4-10-15, and 43 lb down and 56 lb up at 4-10-15 on top chord, and 23 lb down and 55 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-8(F=-4, B=-4) 11=-18(B) Fkkg-Bast Mkfg4lpltrwxlk A-1 raCl p4S$i$:,"SflLfrj 6fM:t{: i(1N{L(yAi911C'A1 (8$1QIA it'kr,i(XMOiI:"MIX'Mw-Fl f(9lllp f41a1NN4kllflPl kAt4 NlA41.et:S}"-'krt1A}!ii P.IN nfAMNtl lanki€ffhlUlktf'AIM PrJlt tff. UdkS: tM1rn519f1N#Ik il>@. kN fyjta (NNmlpNvfsiW NISN IN Ik ihpkkelilt 4!! lRS Poilp (IPNN 1, $}HNIIS EI}INV 9n II11 Nr ihn ltptt1llf5NNtfMNtt fl Nr rlff531N1111}MQ•Ilr fttjNGk(A! 'M Wr4&*'*}iti 3'Opl'd. & lot kkt taw IN.'k(ntr—ant R.IINNy:NNnN!. ttnl{IMf Anthony 1. TombD !, ;).F. NAfS<d!kSiPf.b'#!{wIM}If NklnpNNkllU fl nw 9xlfl,MQxNr's l'.rol.kfglwalk loll}Qlsf}Pl+.N4k:Nlfk dlw lY..2t T. Ne nil k(C {aNY1 ,Nf ae rw 1. Ipplt ON! hDWN!Mid "'0 IN T#$4. witinq nw'#li int kSea". me kMNal.Nlsa'flpNCNl:wk Y80083 nhiaJR}gf4j4t`N!fi fifM'.{iNNS4N#IwSNIO6lIflNMntittf}eNjIdNINtIlN!{Nlki}CN!pl.N'}I(IhIYRwInN tL.I'W"ter9$1ll.4$I(kNf IIMINtdyoin—ir400k It IMI1N,'tffpMtq:1i15.4NhA1('1.$tYS:QIGjN[IIMS}lS.:i'li—Srf-irdldk9nN.N"s 44519. Lucie Blvd. IAfrxrn 1 i1N h e:rn:fa Irfllf frn N xlmp kkl plmn Nsnki t1t trio u,.p Et iNer;s lf, .k AroA nnpa It I f.t 4¢!n EI}NfN 1` Ni #A%a FII IY In t# lxns Nf n /Natl # RIJ. tort Pierce, rL 34446 fopytill 0 7016 A had (vows -Anthony 1, Tomlin III, P.L Reprodwion okki, imument, in any form, is ptoki l d wirhonnhe wotlee pefmn$Iia"QM A 1 Roo' lru$$es - Aathone l_ lomho 111, F.E, WRCLG1AE9 IHP FL AN Diagonal Hip Girder ES / LARGO v1 A0209778 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15 16:07 2018 Page 1ID:hA3xRN 7kH8GY_ JOFWbfrmojvVBdpkz7dYcioly3L 2Kgn4zyissOsevncy2zOBnp-bP2US__ 5 -- f —..- - 4-11-0 — 9.10-1t-5-0 4-11-0 - _ - _ — - 4-11-0 4x4 II 1.5x4 II 3x4 ::_ 8 Plate Offsets X,Y)-- [2 0 1-8,0-0-5 9-10-, 4-.).1-5 LOADING (psf) SPACING- 2-0-0 CSITCLL20.0 Plate Grip DOL 1,25 TC 0,55 DEFL. in loc) I/deft TCDL 10.0 Lumber DOL 1,25 BC 0.55 Vert(LL) 0.04 7 8 999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Vert(CT) 0.10 7-8 999 BCD- 10.0 Code FBC2017/TP12014 Matrix Horz(CT) 0.01 5 n/a MS Wind(LL) 0.03 7-8 999 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puldins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing REACTIONS. (lb/size) 5 = 155/Mechanical 2 - 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Harz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 323(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351/697 WEBS 4-8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=S.Opsf; h=25ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 14-9, 78 lb down and 95 lb up at 14-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, 6=-42) 16=-4(F=-2, B=-2) 17=-54(17=-27, B=-27) L/d PLATES GRIP 360 MT20 244/190 240 n/a 240 1 Weight: 44 lb FT = 0% T'"N Mts Mrn1H t u Rt'k-I IDQf fNsi Si;L lfli6rritk [BMS1(2i(lICA r141Jk {r 1`,uRtGa=-m;turi 4en. k;d AutNtttaer4ttrnN:rrsN tk tdQHte id.1 <kns bes f r gpMred W,WMsane 1"" iee4n k>wt,t,(tC; ei 0, Ankty l Irar fi,tE. treat«, skw'' re n,. Mist Mt'—ddd rro lob. rYNtNyeLr, ipe:nn E rpme aeerexr, i@b nKssarttraty ndMrdesurd lq-'%fnyrsdd*kM"'V 0 N sspt Inns 1110 r ie lob W,.m. Ik I 'k Qsp nstapaes. Nq awmee. satil kl tt d.r ess:a mto-dggnik nsMtytldlndtaz p.rt. M1eQsrM4rkN ttxxetk taiiq bssiµe atae;wed d atK V, &sothe Wm tmfir;;ge rd tR-I It g9n,t'-dri,bb W rr edte. dM toss-njOm,tmik-intdlthrrdka p sld<i Rt nsprul6.a.dntatpn.W(.tner n.rautsmtartetopWnepxtuaalpxyntsdMudp 1 Anthony T. Tombo iti, P_E, e0elm khW ltaw-w prei waaniq is dlrmw,smdml. Ik roes Leu f tl man tree[' lr'rgma p;r tNt sk;ser?IWfI(Aa: rdneuH lit lnxr ptaue. IYI r'xrtlt nyemadlnsWbxas C'AtLns oe;i{ter. rs:sgairn rl tnssMMna<. whss µ80083ttaeoislG'-t ba bn?knp Oe :pc,,t r uSys tx;ynw drt ltd%q AN rruaNk<ns atm ld N lx lPr 4451 St. Lucie Blvd. Coppithtm101dAIRoof['asset-Amheay1lembolll,p.I Repradn0ionofthis lnromem,mnot (elm, is prohibited nire4m [be witsen permission Isom A I Roof Truslet Anthony 1. Tomlin III, F1 FortAkerce,FL 34946 RYAN WRCLG1AE9 J2A Jack -Open V1 A0209779 FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:08 2018 Page 1 I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-3bbsffPuHuniNyl52v92HAgvOOAg U UCVCi3OlXzyirz f 1-00 { 260 2x4 2-6-0 LOADING(psf) SPACING- 2-" CS1, DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0-00 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers an- d required cross bracing be installed during truss erection, En accordance with S_111111111111tabilizer Installation guide _ _ REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Horz 2 - 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 - 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard Prong-14eu tMagMt nru•rae i t)C°p!liSSi eEllfl"r 6rhgk FE1MS1('tl"!}E SiOM.pT;t';ti[Y(=Ait MfXi~Ixc-sn ar Nn pmbms wl and rdet MtMi bns 3e:ys MrvrgtrG!W MFAxsI IaaN'.fE. tAxnar Aee. ksa ta> Uden aMnse Aktl rn9e 16P. a?r k1ltY arK;tw r.ai VFY'M ark hl r. ilhnkend. {; ;[ hup F.O."rdw ln.i W';m"K,. ualiaar An'hwy T. Tombo tli, PT, KA rseAmst c.4•ar tw7lig,twinpr ibfmwix OwM.atO+'n4ta ri:Ngeffi r'IN hniwg 9esyaw a Nmmoru ret.MVwoffirtdi'4'MtKorn1. 7r gNwediK'hh admheN edik'nst. u,i qgi wy. mge hllmrKdNwsq rx•#lNnspatd,imd z80083 ne hva+g oesap* wl tsnruv.. i n.,u,rassKrloowdtnpm.a,adrdgu",Imtwlagtaaarwswenitr K VWw,,trcartnwsxiur,,I..,I*P«ri?a a 4451 St- Lucie Blvd. e0a.lu tdm it "Wor riled gK o rrmq i{ di tnrif awuA the Intl Uvoe fgaen i> 10 tie Wel a' ,Pn. r I r.s Synex t'Pn war .164 ell'q W I't R+n. nr n eel:ed n In t. ZE Tort ?:eree, FL 349afi Capnitht@1RI6F-IRaatTtustes-AnihonyLTomhalILP.E. Repfodudioeofih homtotmaeyform,isprohihBedrriihounhe-tienpetmistioahamAItootlmstet AathonrlJomhoIA,BE. roo Truss - Ttvss Type WRCLG1AE9 IJ3A Jack -Open Al Ply I RYAN V1 A0209780 txun: 13.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Thu Ian 4 15:18:09 2018 Pagel ID: hA3xRN 7kH8GY_sQsevney2ZOBnp-Xn9Et?QW2CvZ?6tHccgHPOD3TPTcDxSeRMpxgzzyiryF- -- 1-0-0- f _ 3 0 0- i 2X4 0 LOADING TCLL psf) 20.0 SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCDL 10,0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES BC WB 0.14 0.00 Vert(CT) Horz(CT) 0.01 0.00 4-7 3 999 240 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP n!a rile LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MtTek recommends -that Stabilizers and- required-- cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 - 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 - 43(LC 12) 2 - 103(LC 8) 4 - 31(LC 9) Max Grav 3 - 71(LC 1) 2 = 188(LC 1) 4 - 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% tiaxg has rixlgM n Ix'F7lil4tttiliitl s[2tEP,.6E1IR t{1MS1(Cti1 MSfti,ik"T9 tFlG.iw'I1EAT'Mx. terd{&aptxladxsa12tR11desat§{msle^,ga.irl+Ig;fR1;.IrinlFdN„1 i:aNt.F tdaextflro!MR,ent. " Ni0111Caalow4ndaill %k Wit dlfl>trti:IMIEP{1aH IP<tP<Nih FI¢Ntt;.alfmll at E!IttP4atFax[Ipa;tdnlKdSUlgd tgxA'uyagpG111,1($^R1 kR S PS@fS,ft.'1!Snthik(xlk tQQ ah l,M to 1, 'kl k5A,.—PoIR5. ko'ni ".S nx# s dM1 (ar. Yra 1 INg tla itll ddm ilia J.al. MeO u,slrh4•i±l/Ircax NtnHig saps•.k!ww0 N, Nl. dt 4i* kt Wd 1.4'";N, a a to l 1,gy.lui dto!"ea- Mu ue It at T"m.144 Wmi, t w':r anma waxry m' ae to n:ta,cndutd Anthony T. Tembo it?, a.E. ill Mxa{sn „tHcca-,e,. e•,Iaz w x.1k Too wt. km. .11.10., d a, 4dNg cfmm SR(x uSr".:K`I KWIWIq In Will a, rdxcalat. p P4*, rr{a,5R1,lt:eslerses.ns adbn:rsda,l•,cslknp,,.Ln: B,:{; upaai atrms Nacxx. z $00831#„•Isl kfuN Mrs;x,mlt,e,l glln Wing 1, ill ixt,lslace H. rl.to„o,s;g,.,ry,at a: IGf b4 {dA tiles ryx,x L•I;s StY?<s Ear+aa da, adNg Iffast:ttn xns xlntdaMattN. 4451 St. Lucie Blvd. Zt Co riWo?0IAA-I Roollsusse, Anthony Llomhalll.P.E. RoprodoRion of this Document, Fn and lotm.isp,ohihilnd wiMouuhr xlinda permission hom A -I Roa(1lnuas Anthony 1. lomho III, P.L FQrt Pierce, F1 34946DY RYAN WRCLGI AE9 I ME I Jack -Open V1 A0209781 Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:10 2018 Page 1 ID:hA3xRN7kH8GY-sQsevncy2zOBnp-?Jc4LR8pW 1 QdGSUAKB WMbi8opjSyOiogOYVN Pzyirx t-0-0 5-6-0 3x4 =- 0-34103 2 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 244/190 TCDL 10.0 Lumber DOL 115 BC 0.55 Vert(CT) -0.09 4-7 727 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 139/Mechanical 4 = 73/Mechanical 2 - 283/0-3-8 (min. 0-1-8) Max Horz 2 = 75(LC 8) Max Uplift 3 = 87(LC 8) 4 - 60(LC 8) 2 - 196(LC 8) Max Grav 3 - 139(LC 1) 4 = 98(LC 3) 2 - 283(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2. LOAD CASE(S) Standard EfxwF- tktu Raeryut Dace tte'i IIJQt R@ii?S'iFtiEr's %A:U;ffld4t('sUAliCp (341 d "'T; A`ticif:vaARr I.s_ WO Milo r.taxs waWrtA .. M; Le,sh,f3 4!TK'}Wnek",I tang k. tk_ rd.e.n AW.4Nn nn Ud.xdh;.w tMN. All TOO.., I4len, tanaui .I:k sN 4r Ita F3DRxtml 4tt rm Aexpu"', le .all N. E.P";.'xudnaT100tipcoo,...P.,dpepdnsMN xFxenq reNusrNlar I., N Wf N M:e tt NAN11*TOws 14.IlsI. ktna xstapna IWq mm.s. l'awiq An'jiony T. IoRrCO ai, P.E. W tudWn t:ss .W" it tklftpeslNim d 7.l...Nt9.ursN..eN wo".W*"0"",.Vse'wxdl41K4.;No N I.% Wsrf As W IK l'k ifr'. d N 70D Wm hdl dNknc.."""i snrq'Mor.l k.q W'kty rtitaut l,. d Z$0083 NtRnf»{8tt xtNCKOP. x. Flirvssl`maNttOPWNnrm :.lpNditttdnatxldgC yvrMidmlKa: 4n.KU'rydu.!%tP#WSNAxs da.+ttMpadp'Jt.e 41N,Y.3Nr'Wmx b"WNindi1HIS (Nsg. i..xnk itp...lf,nsdnwtmsx..ksi 4451 St, Lucie Blvd. dRxrxln ldiW FraadmtpeN ryaNetmg lr dt ptm Ntarti Tklmu hrrq,'ge.r3lCimte9wt 9e.p.,xTm'S'1';q..rou"4hq 411c. M'INM as.e4t ktW NRCT Fot[Pierce, FL 34946 Copylyht(r26to kE toaf Gnssls AnihonyLtomho lll, P.E. tepmdoaion 0M,dmolm,Ibaaytntm, is prohlhiled wiMoui the amen Fismuion hom A I toot Insses-AntAonyL[emho uty rly YAN HOMES / LARGO v1WRCLG1AE9J7Jack -Open 15 1 A0209782 J'Rb Reference o tional FAlRoofTrusses, Fort Pierce, FL 34946, desi n altruss.com e_ 9 Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:11 201 PagelgeID:hA3xRN7kH8GY sQsevncy2zOBnp-UAH?IhRmap9HEQOgkliluplCOD_3hryxvgl2vszyirw 1-Q p — - 3x6 II LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCDL 10.0 Plate Grip DOL Lumber DOL 1.25 1,25 TC 0.98 Vert(LL) 0.10 5-8 818 360 BCLL 0.0 ' Rep Stress Incr YES BC 0.85 WB 0.00 Vert(CT) 0.24 5-8 350 240 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Horz(CT) 0.05 4 n/a n/a Wind(LL) 0,23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 SLIDER Left 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing REACTIONS. (lb/size) 4 - 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 - 133(LC 12) 2 - 92(LC 12) Max Grav 4 = 183(LC 1) 2 - 342(LC 1) 5 - 128(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Dell. = 1/8 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% saaq Ibeu teaRrya, e,ttr 1k `a.i 13v q a i- SE[lEA'E 6t/ tE fEWS 1 Ci1AgE1CaS CI 1,txj k=ti1 A CAtA;t46atAr laz. ierfir kug gteaaas as nYa RdifI p rnt !.. , Ars}.4 a n! tttt.aa iq faka, l fa€aa Ai. rt. laacae!atn! msrre no-. Gael: aat?pss :tae/ PP de t. pyMF1kAlp'A(lxMl ari uart Lns S• ippltaa, glatokku pEBsit Wa. 0b4. ] uftsirk0 v%"ftt,N y¢lpWt, EN Wtot hq. p• ( tEiQa:wauil0 »pNeft. t*, j: aaMPraaaalwnaean}lg: Psaeam`a 10 tgip4QlmP .'ptkP.ASfrefllrlrl AgdlHaMEfkple p/a Fbl.`lp 1t5=ri Mle9r4R5..Mp1.ganpP.4aNamr 1P gnan•anP U&oMp MlAnraM6o-x. xlaAq Aad'nq. serge nlnAain at kPcag lia'km rcy,uo„na Anthony T. Tomba a:, P.E, mA,way.wcmPaavpxurea.alot aaixraxeatpaapsauaaagcaapaWet aenmp±avfa,rc tnawwaas:aaeukfp.?laaactrta,p,=PrnenPlaskse,aufinenMa.tnssn.f.#paaag'4„aP xp= =8QZ E'kx iu Nfxedk7siev uulSeN gpxrnhq lydi pnnierauitkfnuCesqtamerisAGlr. 1.4,1 A c" alns Ssla E4—am7 adpq. AIIcww",(kas ax of ONO a IN1. 4451 St. Lucie Blvd. opyrlRAI 01016A-I Raof 6ussas-AmgonpLivmbo lll,PE- Rapmdvaiav a(IAis dommnni, in onyfam, ispraAi6ifed aitkani l6a aritlaa pesmissian ham A -I Rao111osses AnthmyI,TomholILP.[, Fort Pierce, FL 34946 QH I Ply I RYAN HOMES / LARGO v1 Jack -Closed Girder A0209783 WRCLG1AE9 I M7G 1 Fort Pierce, FL 34946. 149b_Reference optionalL-_----------_-- truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:11 2018 Page 1 ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-UAH?IhRmap9HEQOgk 1 iluplPLDzQhhwxvgl2vszyirw f-- 7-00 3-6-0 3-6-0 6x6 -_ 3-6-0 1.5x4 II 3 3x6 II 4x4 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. Cr- mifekireoommends rsthatStabilizeand required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 1 = 1480/0-3-8 (min. 0-1-12) 4 = 1564/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 422(LC 8) 4 = 523(LC 8) Max Grav 1 - 1480(LC 1) 4 = 1564(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-2109/592 BOT CHORD 1- 9=-643/1912, 5-9=-643/1912, 5- 10=-643/1912, 4-10=-643/1912 WEBS 2- 5=-427/1579, 2-4=-2152/724 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 1 and 523 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 251 lb up at 1-6-12, and 832 lb down and 265 lb up at 3-6-12, and 832 lb down and 265 lb up at 5- 6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 0% nHnq Rinsefkfc afr:<txx dt'A r F.fOd€5,"Si:.r; xtifH I;kl4:t-4d0.te9h1:u's`Ox ttl!Er;A:GtJM:fR&YtAY 5ra. eHdl ks:gs lawt+ntdrm/isletkdtt'fnl(kaiR6t<fyt;OP aN At tp2mit. tlHA IE-f:-le!HeHe iketfAH<nt. 54Fets ffm*fte ta5etmbit16, mh Mfiekfame^, u 1M tts11 tMMne 6 5 H<tt i !s t t-I npn?aµtet .ipfa t! de dw ap i.B rzF'tue!tm rnHac w4s Btrtrme rj«ferg rctpes 4a,lr ks lraipd Mt : r 1y4.+{v xo-i 7x1. xitr `flS rxl vytnu3ra', aliy;HA tftet. e!satim Anthony T. Tomto lti, P.E. ltd nt4hlf ll hr 2t Ax afj ii'It p(d 'Y•fiflHfE Stu KK SmbH Sef gtHN na R anq Sf:XaH.bIM:la'tEHIkt N{. Kf lf?mf'ld kl NP-1fif1:Pk Nr:fl1. (k tl(ftsil /'bt 1:€{pR Ri Qlr PHM( .NHjtl ,t/tiH '.P!C MiQAHMj SNhklil'!'.Im.SMlhd 80083 a t.Atq Pe fµt, mi mnau.. :II »t H ante tG2 HE ttr pfesfes al {wb tr+M C»tlaq'tnf»w Sdet=kUacae et war men n Gt ,A. 1W finestp erne 7ql ld t Re.e.ptnlilr:n aNMt d.SeF :, kc{ae aU"rEq-, tot ant NwlervH, <n 4451 St, WoP Blvd, f tnt„.aer! n.ttw,Hr,ttem*,.f>txghe fct.'art,,.k.gf sl.eta;wM,<t wKtk c, n.t laftgar trtnt«l tc pw l-a:atft dtrfls. Foft Pierce. FL 34946 opynght 4t 2016 A I Roof hutut Anthony Etamho ULP_E ItplsduNonof1hBdetamrnt.iaooylow.$prohfhiltdxdthaunko etinen pelmisme(tom A I Roof ltuuet Anrtaoy 1, iomha fll, P.E. I Fuss Truss Typovpe Qty Plv RYAN HOMES / LARGO v1 WRCLG1AE9 VM3 Valley 1 1 A0209784 coin—..__— _ Job Reference (optional - ---- rAlRoofTrusses, Fort Pierce, FL 34946, design@altruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Jan 4 15:18:12 20F8 Page 1 ID: hA3xRN7kH8GY-sQsevncy2zOBnp-yMrNV1SOL7H8sZbsHID ROgb5dXiQIC47K1bRlzyiry n — 2x4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL100LumberDOL1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL &0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation_ guide. REACTIONS. ( lb/size) 1 - 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 - 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% Mueaq tJaee waca e M 1aL3f Rtl ES 5,-fr xniU 1'ik: UCXOn XS B QN ^tUE1hACKagittfDElkeRl'imt 41*os.p.wsl t+ M rn4mks" %slr"s Beep mu sr;;BhiM sk kokt!. lenhik P;ONO. teereue i3ea[ 4e6rt nst-Sets nMa.ne ssfN mRs 1B6_m. eterxr l' netx xT4 edM "x `Be'tlhrtu. A rh¢sgesp araur,ia, Stetmr. upKnlM met eviGtrtne,ecsa zrymaeYMt t!Nts::as regmaxg.espasa:i n iff ace hsip Ana siyp Fl skyr 4rtak 13C plr ,µv !ti.:. tie lasrp eswgkes: ualwt x w;. s+arMf n gsyr,:µnmmanreaernrmsa7gtNryexx.M'amg qsn nar:avrda,x nr,rca,i dsaiarq wwt n-I D:gpual?lei8babmheU dnel Anthony T. Tomb) lli, P.E. M t N p Be yae M drama. All mes rt a 'k r' ua nt we^t N ra/nue d+aet»+Rnp `ugww SAd Wrcaa x rt• ryY s»11 .n K1 sKp ef ee, e W a" "*0i. saw u mixnx.4 knaq'ho 4 ae t w d Inr a t 8QE A2 dax,<Mmen ire Ca4al dt frx,N roiwe. rill kMdslie setpefMl.e49d Mn.d ne[rir @tigAq.'t ss Be.rp 4aimetM nss Wldt[rd. wrtn m ma;=.,.a4eu;,ed.e4.,s;Besy,fqux.aruet yt.y al_dr,,sRn=[aaa,aaxw4a;apnlaeFltg,aeeski»,d,ei,, 4451StLueie6lvd. fopy,ghl Z" 2016 kJ Reoi&assas-krthoay CEamhn ili, P-E. tcpradonion cl this daramoal; in any term, s propihiied r;?thaul lha wr,ttenpamitsioa troa<ki Raot basses Aathonv Llamho ill. fE. Fort Pierce, Ft. 34946 AN v1JobTruss WRCLG1AR9 VM5 Al Valley 1 1 A0209785 Job Reference optionaQ truss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu Jan 4 15:18:13 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-QZPIjMT06RP?UjA3rSkD_ENIo t tv9l RE M_n9_kzyiru 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek ree-commends-- that Stabilizers - and required - cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ -__- REACTIONS. All bearings 4-11-6. lb) - Max Harz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1,3,5,4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/320 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottorn chord bearing. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5 1.5x4 II DEFL. in (loc) I/deft Ltd PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 5=104. LOAD CASE(S) Standard Weight: 16 lb FT = 0% tt-4 N,nu Nna t1>e+rt.9t' 1-9E Ittt4E4 n; ',r, yet,rp l(}M4l=0kOztal[S (LKiCk tUyR :1,Kt9k:'.PWki11"N+. ini. ki eaeMt of ita uinbrt t!mi@,tp @niq,;Pb t ae Nttati OaN 15.tt-idtrars wntaa„H. ru ahnw,tf crtNwik tRR. nlr Anthony T.Tombo Ili, P.E. of osta ma sip ink. #ut+s tx ;ryas x; attic arm lxmab max mF+3 x:,¢a.ntu +rArrmil .m . sk'a N1Hkur.krM Ni ftt ins E p l;5 a4 si lei! ee ttxt ;4 m`raq AaA.'WW ±s' ssit Reaq sktykn .,:reydura 80083 mprfFHr Psshv dul.xNYui. SIlek tMamit9 sS mNtXSMtl ream am k Fv{lnhMetl SdaY dnstt iS.txtt WI Ns7R ka 1 aN4 t :a iir t47 Mqu r e+apgsdil,3 t m}4M1e: d'ht F•K; i npm. iat. Ces,y,yMtts et tztMMdtt'«n YA3ttt tm.rtiu hFtl,t(sR34 gcttf geu.t uq kr X=pth4a Neh. ,qt„t RtS rtFutt,;ka ht r llaA lk:ryto -s,S 5lexleg mas S+Uiq. ka Urhd ,N k+. ;vt 1, tt tuf l.!`i.. QA" Dmf,e, Lucie iil rL 3494rrxr 11ercE'< G appipht YRl6kiRtultmsscs Atthold 10mbell0_I. Rtpmduaitt al this demmtnt, futtrterm„spinhlblted.Bhtm tht-fltgFtI Msitn hem A I Rtat 11-1vtl 01hOfy1,TO.b0i11 P.E. JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLO I A CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp, B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TIC 3) 16d Toe Nails @ BC 6*, , *- ,. ', "" W".4 0-1 1w fv k WA 4Mure 0 t" 411, W ., WON r 01—dbdNs W. li, m,t i N .40,w, t'4"*4W1WM1V 0 1'- .14%wwv" Z 0 Aritl, ony 1, P, WOU 114ft * W4, 9 ft I- ft,W j-S v a. E. vv, 4451 WOE, 81 d, W P 1 tl`'X`Op 01 It's tulvweO It IRL kry Is proWfid .0oW rte -Tt" FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL I STDTL03 AMOM A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772d09-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V-3'MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES a 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. ENO WALL r r, r , r r , r r CEILING SHEATHING STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, OS), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'_ MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAI-. TRUSS 2TI m AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGNDRAWINGFORUPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSEESS 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. N\ SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C,) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS, AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. ipm Htxk Mxr•pi eww i lilt klg4tS U N^gitU $tiwtwo; MM.. nat ?:ahh M(e. 4f`wH tPR an 1e to lI u* tt(ll h z*ke iMriMeRfu #3iht tt'a u ifakl*a in a mt+wix.a trk+@Exb MIr6x 4+ap x}rra ^xe. i,«u»ry:maj. Ne x m ar'4RrmnzercrnxertnaMNtte>vestl spwn+w ym,hte,awwr:ge9frr,wp,=ra=,xp,.Iwu:l,k xvk: rht iee a,yn E,.m:a',Nrcs „aunre, ,.aueqtgp9sdasrlat1ratimtCrak : aaaRGM (pm c h3 k Ntrtt € a A! SHFtd o! kl &; Rt U: W Ait k.p imNN} nGt pf Ys, he %pere>i M i3 a41m 2e1(aia AU Luz ,ttMMQ kYf,¢ tpe t a a!w'mk NA b ' kNMt N 6a:t4.#dtY It Al3Lllhfiy T. T+9tfl!)Q III, P.L. Yim me# aaktr t-ttm: cprwmpe 34 gC ttcWwxMNNe4 efNRrptt#mi LE+WNtR Stl C lMatfxn'&.Y R +'(irLM E;k C¢G•at wat9 µMe rMpa. 31 P auM zzpraih%mrciN kM!N3,s R.;lnu rw.s Pt.R`+F" Sn, tt+aknt a phi; + $ 0083 y.x€kax..tta.yaanwmrN.w,itira.»a.K ta.q s;:x ts.re h+r»a, el ux,tx,.a x.ra»t,.;r a45k St. i.uda Ettvd. tapy 3gtl E 1a to A € Raxt ipesfas - Aalpoeg f. laaba II(. EE. Re adatt:aaatib.:c dasemeaf. is ally term, a p okAoed a0illo Ot -6ota permil'. kem I Real6"es - Rathaav t.lomlo dl. P,E Fort Pie rCe, FL 34946 JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 k A-1 ROOF TRUSSES 44` FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. aa} 7hNR Ap4ry31)R.Rx Ax'!i!-;$9t i4`YS,4 v;;,t ,!sa.l; EldMb k?C 4f li C".ttk `6H)kL FYb C ti*aMta'Sti t3tde ;Gp"xRK6[4,tak Ak+SM'!,t 75nts §1?±p i"P"M(>a@S WI{I y11"OK it tRhivRY?alH NfM.!ti< 04" r—C IWO a me 1ltB. 10, 7l a,a ecrM eanl drt€b nxPtw ttn7Nrkkraa t.aaE..r rye i g;a.Sa.xm aaa.rc;. m..wa«. hc+et,,,aK. , k+qo tie psA,.ene m,.xl artanui its aea a, qw tu.. opw.are.'W"..Anthony L %-,mbo III, P.E. ma, naxl,.urc ruwyka,r<em d d r,..a srma,a >t y MmwwANIVrtVaaaxwow4q,w.uin; &0063 at .cny;kspr,'aAi rix a mes la atsae,SG W6apnxt d¢aRh es eta perw¢s:pwe6 sea:. a uvaMa;Rsr-pxtuarh maw Gt,t re ahnMaw wee ,Ntt ro t ae. nn „zwsx a4>tM fmna u.,;t4»r<.&.:.Sys>tn .@ae eee .", MreAeRcu..t4,a .SeSx Y, iur"e NO wnrr.na.n•wdh.,.a'sKaw tsge. r«i e<w.awISem,;aap a>n.:atp,+,.:`.»ssi.+c"Eee.re.e*t.keyeon+ +.,ax a,o.aa wt EuRPsr.,tce,R. 34946 CegTugQt d 3P46 A -I Rood iruue-AatkaeyT.Toe.ba lll. F.L 1E.edmtiaa of tRsi dc..ant_ m my tom is pfat3Woo -divo the e1114ca femquaa 4om t-1 faaf ti asses Aatfuey l [emla lA. P.(. JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL STDTI-06 Awo GENERAL SPECIFICATIONS: A-1 ROOF TRUSSES 14451ST. LUCIE BLVD. I SECUR W/ 11*4%-J 017IM/A 1 1`111'41J) N, I NAIL SIZE = 3'X 0.131" = 10d 2. WOOD SCREW = 3'WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAILA'. 4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGNDRAWINGS, 5 BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING, NAILING DONE PFP Nnq - ni An'I-ony T. Tombo lj,, p U, ow— W"W 4, t~ 1 80083tj'"' (A *.1 4451 st Lucip Blud FQ[t PWK(l- FL 34a46 JULY 17, 2017 1 vAL_`_` I `` • I nIL HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WINO DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.G. (BASE AND VP SUF VUK I ING I KU55tJ UIKtG 1 LY UNUtK VALLEY 1 KUJJtJ MUJ 1 tit DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS, NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. rCLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED ( MAXIMUM 6 12 PITCH NON -BEVELED BOTTOM CHORDH I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 000 r'nunq Feau++xagah rrru"1kt'lIh1QtIF4},`E,tt_..iEk....L44t4,kfC+Nnifia<t, ;.N"1 {t, tk:i,Fstlfi i '.lvA. @t:gnprRatM4mtknEayc.x fhtlieu E4e iawruq iYD; aH me Ias nY tamefEL!f tNartxe kN4#ttSf W"'abm."vIe 517NNv1 1a1 x sM„+ f?...r rukx«tga?tc k i r,f,xt q ,<_. e.t'Frt1..a:.aKx+c k ,t2>.In„ter=.au,yarrsln+r.,wmUexp»m.q ,n,l , a.a an+ .«af'Rlmlkrd.x,,xi«,In' Ikdt,"j t«mi, ems' aMu." Fno" Ae+tllony T. 1"ombo ill, P.E. Wl'09"Iait, n.{.dlt{+s6rt'modg'41.iwIlk 4q.4nr.F+Akages e!xlm'w 4eaIV, IkIkwNk,*ww"aoWIkI TuopwAWi€9Wm, Wfa 00,1,,i*14,gwCA0.q,atNil" WWwtimnierenuceag=hal .840fi3 k t«ft. p fia,.gm u4,xlrtq igwllIa ktro rit 4(:J Re parvl rA}+6rnks es ua kexmg hwwett+tmr„awsmnaule+tr.IExf t, fH su :4 vc•dafs;af 4tmral }waa, IN uxxsrtx `aM+Nsiana, uainlc; Of hill a.!M101111i gsta ok "s M.nffiatua mse; 4451 St. Wcie Blvd. Meane MRn k I tnxw^ g6ttet 4+s amq 1r Fs,rars wKrK mt `rau $szsp iprcen n u(fle iW al l+<; I<ai >`IUa>aprm.>t ct hn%xf 59 zyaa4rN kie; Ia tv fAaei m .h Fait P;erte, ft 34446 ts."w,:.M. k'Y 1QIA It k.."14u,,.i 1•rbw.ai 1....Mr11466 wn,"A n' "nl A;c n.:,+n. n "u.t".n .arrAib l.A .:;d" eA...enw"wx,,,:r xw 1."., l.1 t."!!w<a.1"eA.a..t t..A"NI kf FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTLn8 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIDNS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL STUD 2X6 SP OR SPF 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS 2) 10d NAILS SPACED 6' O.C. INTO 2X6 2X6 SP OR 2X4 SP OR SPF #2 SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEENQVARIESTOCOMMONTRUSSTHEFIRSTTWOTRUSSESASNOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS i( DIAGONAL BRACING ** L - BRACING REFERREFERTOSECTIONA -A TO SECTION B-B 3X4 = v 24' MAX. NOTE: 1, MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TOBETENGINEERORARCHITECT. 3. BRACING ISHOWN ISDEDBYRFOR CINDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECTORENGINEERFORTEMPORARYANDPERMANENTBRACINGOF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTERWITHEROWOF10dNAILS5. DIAGONAL BRACCETOBE A PPROXIMATELYP45EDEGR ES TOROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16dNAILSSPACEDG' D.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPANOFTHELONGESTGABLESTUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLESTUDDEFLECTIONMEETSOREXCEEEDSL/240. B THIS4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 9. ' DO NOTEwAlL USE FLOESNOT AT BOTTOM NEXT TO PLY TO CHORD GABLES STRUCTURALS ISSORTYPE AT S. DIAL. BRACE 1/3 POINTS TRUSSES. IFNEEDED10. 10d AND 16d NAILS ARE 013l'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MUM STUD SPECIES D GRADE E2X4 STUDSPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH P#3/ STUD 12"O.C. 3.8.10 5.6.11 6-6.11 11-1-13 2X4 SP # 3 r STUD I 16" O.C. 3-3.10 4-9-12 6.6-11 9-1015 2X4 SP # 3 t STUD 2a" Q.C. 2.8.6 3.11.3 54-12 2X4 SP # 2 12" O.C. 3-10-15 5-6-11 6 6 11 11-$-14 2X4 SP # 2 16" Q.C. 3-6.11 4-9-12 6 611 10 8 0 2X4 SP # 2 24" Q.C. 314 311-3 6 2 9 9 313 I EDGE. DIAGONAL TO ONE BRACES OVER12 — 6 'REQUIRET2X4AED I -BRACESCEHATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10dNAILS6. O.C., WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER 90% OFDIAGONALLENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7- 10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OFLOADINCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING AILS 10d TRUSSES B 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL T-BRACE / I -BRACE DETAIL FWRIJARY 17, 2017 WITH 2X BRACE ONLY 1 STDTL09 VOTES: I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90`/. OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT FIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTLIO A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEETALONGAFLOORTRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THETOPCHORDORDIRECTLYABOVETHEBOTTOMCHORD, SECURELY FASTENED TO THE TRUSS USING ANYOFTHEMETHODSILLUSTRATEDBELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THEBOTTOMCHORDOFTHETRUSSWHENITISPLACEDONTOPOFTHEBOTTOMCHORE), IS CONTINUOUSFROMENDTOENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLYCONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO ATTACH TO VERTICAL ATTACH TO VERTICALWEBWITH (3) - lOd EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) SCAB WITH (3) - lOdNAILS (0.131' X 3') NAILS (0.131' X 3'), TO VERTICALrATTACHWEBWITH (3) - lOd NAILS (0131' X 3') USE METAL FRAMING 4ATTACH TO VERTICALANCHORTOATTACHWEBWITH (3) - 10dTOBOTTOMCHORDNAILS (0.131' X 31) ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSIL-'S 2X6 4' - 0' TRONGBACK (TYPICAL SPLICE) WALL( BY OTHERS) isti ,ca ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216. OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCABCENTEREDONTHESPLICEANDJOINEDWITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLYWHENSTRONGBACKISNOTALIGNEDWITHAVERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11 NOTES: w 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL PAST BE DRIVEN s THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. AI ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BIND. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE. FL 34946 772409.1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o 135 93.5 85.6 74.2 72.6 63.4 J 162 108.E 94.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c> 0 J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30• TO 60' 45M' FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDTI-V A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTIONRESISITINGUPLIFTFORCESONLY. BUILDING DESIGNERISRESPONSIBLEFORLOADSINOTHERDIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THEMEMBERENDASSHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION_ VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WINO) 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDINGDESIGNERISRESPONSIBLETOSPECIFYADIFFERENTCONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR SI IN TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5,2016 TYP 2x2 NAILER ATTACHMENT 1 STDTL13 f . 0 1 TT A-1 ROOF TRUSSES 4451 ST . LUCIE BLVD. FORT PIERCE, FL 34946 772- 409-1010 I Z) x Z+ 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7- 10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTL 14 d A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 30" (2'-611) 2x6 #2 SP Both Faces) 24" O.C. SIMPSON HS M Rxa,3e. ie 6 X4t'!Yi{{t t [ €" l !NtC. {;{i><9fik S tl PM'k0ltl"4R4G# T}Mt. -'Ma. trh prNi tk.AM. MM MwtMt wtq 5r +A 3r.w}1iU,+fM 4+.Ma':iwb kYR feN,re.mp tri+a r a 6alruaM,rw iM4f xfq l. qk4Mt. ' }[ a ae .! M tMf 1 to &.pk *fi"°R.: SM mh .pw.a M HM !0@ epivx(i w n.+FN x d ne do iE— W wrra.,. «+n .wean. Re b M{ 4 W A a4s u< uEz AM. q}a#kwid I.Wq`*++,iN euHx. 1 5S, M#4Np tt fgMue iv r§uw,eM tM a« drt. Fk wt tNt seMa ,a n'.fw n.`tln€ v%+. attrnr wa AY n nwa ww+ar,a rthaE71 Tombp I(. P.E_ xu ,a artao k e (Eaax ern qa. •••^'M 4 Fu +.:.. tM tron¢nge Euqu»Fi ee irplq 9e y.+.. t ¢ 4 [ !^"k t N M^ r NSam m uniadh+ et Mxs ;a+q R u ke..mm. . Pr P.a w1 i ax YaNmm. kxs z 80083 R a.mN,sen rim, «ua+ A' muiw enM.et> n. 1451 SC t 'e 8.v r. ioPreipkt 744E A-1 Aset (asw} AetRcaT 1—hill Pt apiad niee az eeea la<xeaa ie onr loam. s p ok pnxA etiAaet Me n<r. pMn,isne kam A l k.W f.n.... hghs C 1,4, ill. P.C- Vol i 'e. F4 34946 II STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15FF,RUjARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 54946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677L;2898±43:47 67 44 66 48" 3657 5485 3346 5019 2829 4243 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS- L = (2) X C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE II TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 ( SCAB APPLIED OVERHANGS I STDTL16 v km A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCHASTOAVOIDUNUSUALSPLITTINGOFTHEWOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 407 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES TrosS Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle, jTruss J.D. Gravity {- 5,0000) / Uplift I' - 1,0001)l hi,ru l El 3500) 1- 111---.---------.--..— . ......... ....... HATCH LEGEND j i 8'- 8" A.F.F. 18'- 17/8" A.F.F. 3 5/8"F 5 5/8"l— cc 0111-1 C. —1 1 —. I V — —W, j KuJb I U LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS SHOW TRUSS I.D. AND TRUSS LOCATION ONL THE BUILDING DESIGNER IS REPSONSIBLE FOR 1 STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 7 US24 !,H', THD46 T, MSH422 TMD26 MUS26 D" TH028 THD26-2 ji TEID28 2 JUS46 iBe HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD 20 40 ASCE 7-10LIVELOAD Q DEAD LOAD 10 10 150 MPH EX P C U!LOAD 10. 0 CATEGORY 11 Z cio 5 DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FOC-2017 DURATION FACTOR TPI - 2014 IRE) BY REMARKS REVISED STAIR OPENING / CLOSET ARM 13/2011 IT I RELOCATE FLI I AT STAIR OPENING MJ2018 IT 1CODEUPOATE It is unclerslood that, above APPROVEDcondition, have been evielweld are acceptable for the APPROVEfabocat'n" at trusses. D A5 NOT ED elevatio fasc,as,ceeding AEV,Sf AND RESUSMi'; bearing oondit ns & m detad REACTED 10 this truss placement plan. No, back charges will be accepted without previous written DATE approval -rout an A-! Roof Trusses] rKleserliat'le. REVIEWED 87 PLAN DATE ARM 5 TR , UC , T , : CUSTOMER RIAN HOMES JOB NAME LARGOfl 'A' 3,daRWHI OPTIONS) f17FNDFDJAVAI,1, 4'r1r COMMNTy LOT 0 BLDG BLDG TYPE # JOB III MASTER AIRCLGIAE9 DRAWN SCALE DATE 12/09/2016 F - I- fEn X Z z-'S of A a-- CUSTOMER RIAN HOMES JOB NAME LARGOfl 'A' 3,daRWHI OPTIONS) f17FNDFDJAVAI,1, 4'r1r COMMNTy LOT 0 BLDG BLDG TYPE # JOB III MASTER AIRCLGIAE9 DRAWN SCALE DATE 12/09/2016 F - I- fEn X Z z-'S ofA a-- fEn X Z z-'S ofA a-- A -1 ROOF ROOF 27-388 i il: TRUSSE A 4 Hip LINE 162 VALLEY U-JEJ 17, A FLORIDA CORPORATION Ph J 2409-1010 1 Faz 772-40{,-1015 2 2 City of Sanford Building and Fire Prevention Product Approval Sp%Gq—,, Tation Form 1 8 1 9 5 1 SANFORD Permit # 4)- 1., Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or -g. 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 Therma Tru Smooth Star 15000,2 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11/8174.2 - R 12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 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 Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product DesqVtion Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014