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Home My WebLink About2287 Kelmscott Ct 18-4305; NEW SFHPP 'N Job Address: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: U Z?lo?6. 1 5- 4- zn 2287 Kelmscott Parcel ID: 17-20-31-5VC-0000-0680 Type of Work: New RX AdditionEl Documented Construction Value: $ gj.ae Z- 711 Historic District: Yes n No Residential FXI Commercial n Alteration 0 RepairEl DemoEl Change of UseE] Move El 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 _NVBINC. _dba_ Ryan _HDnje_s,Phone: 407-692-9831 Street: 4307 Vineland Rd # H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NYR , lncdba 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.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774- 6078 Fax: E-mail: brian@abdesigngroup. com Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING 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 perinit 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 irk, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51* Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required front other governmental entities Such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of'permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time Of'submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 10/17/2018 sigil t -ecaner/Agent Date Tracy McDonald Print Owner/Agent's Name 10/17/2018 Sign or- or/Agent, Date Tracy McDonald Print Contractor/Agent's Name 10/17/2018 10/17/2018 signature of Notary -State of Florida - Date MEAG,,N (,.YNNE PC1V'--.R GG NKR', Signature of Notary -Skate of Florida Date MF,,'AN [Y114NE, 1CY-,-,R Kj7 G Gk325s K21 Nota 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 R) BELOW IS FOR OFFICE USE ONLY Permits Required: Building FlIectrical Mechanical 179 Plunibingr'21 Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps 2,00 Fire Sprinkler Permit: Yes[-] No e APPROVALS: ZONING: If, U. 1UTILITIES: 7— ENGINEERING: W-244E FMI: COMMENTS: — Ok to construct single family home with setbacks and impervious area shown cinplan. Lorjs Vl-rA, of Stories: 2- Plumbing - # of Fixtures uls Fire Alarm Permit: YcsE] Nci WASTt-,.' WXIT"R: 1115- q t8 BtJll,,DING: )T Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181QQ0008 DATE: November 14, 2018 BUILDING APPLICATION #: 18-10808898 BUILDING PERMIT NUMBER: 18-100898 UNIT ADDRESS: KELMSCOTT COURT 2287 17-20-31-5VC-0000-0680 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: r" 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: 2287 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE RO S +RTERI'A,L ,S CO -WIDE ORD S ngtte Family Hawing 705.00 ROADS OLLEC RS N/A 1.000 dwl unit 705.00 Hausing .00 1.000 dwl unitFIngECV 00 LIBRARY CO -WIDE ORD 00 Slxnggle Family Housing 54.00 SCHOL 1.000 dwl unit 54.00CO -WIDE ORD e Family Houusiing 91000.00 1.000 dwl unit 9,000.00PAR LAW ENFORCE N/A 00 DRAINAGE N/A p0pp0 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENRE(}UEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE RE UEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND EVELOPMEN'T' CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINE S OFFICE: 1101 EAST FIRST STREET, SANFORD FL,27 1; 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 "SOP 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 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 BUILDING APPLICATION #: 18-10000898 BUILDING PERMIT NUMBER: 18-10000898 DATE: November 14, 2018 UNIT ADDRESS: KELMSCOTT COURT 2287 17-20-31-5VC-0000-0680 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: 2287 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 91000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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, l THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT U ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 4LS19 I I Kensington ReserveProjectName: Project Address:. Building Permit Electrical Permit #. In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-farmly 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. Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric oflit _ y Print Name of rant Print Name of for Print Name of El, ContractorV Signature Dofrr enant Signature/ontractor Signature of El. ContractorOGG151715rECO003096 Gen. Contractor License # El. Contractor License _# JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: n Progress Energy o Florida Power and Light on Rev. 02/10/15) Grant Mal&y Clerk Of The Circuit Court t(r Comptroller Seminole County, FL Inst #2019005833 Book:9283 Page:1949; (1 PAGES) RCD: 1/16/2019 1239:34 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name; NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: BR18-004305 Parcel ID Number. -2 1- V -0 -0 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 # 68 of Kensington Reserve 2287 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 Haider Of other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR Inc dba Ryan Homes Phone Number. 407-692-9820 Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name. NA 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 maybe served as provided by Section 713.13(1)(a)7r, Florida Statutes. Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. in addition, Owner designates to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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. GEdow; Q '.-. Stoat of Owner or Lessee, or Owner's or Lessee's zed OfOcer/Dkector(PartnerfManager) state of Florida County of Dayna Mitchell Assistant Secretary Print Name and Provide Signatory's 7150 M) The foregoing Instrument was acknowledged before me this l l_% day of , 2 `mot.- f —'1 .20 IV by 12ayl3sl Mitchell Who is personally known to me (XOR Name of person making statement who has produced identification 17 type of Identification produced: SEA,. r t,Mrary 9n Lt ew Toy '• `k iSTIN R FERRILL ISSI n # GG 233069 Si 4 1 Expires July it, 2021 0vc4;4acadsdIt- 8MVstNo" SWWM 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: 2287 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0680 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: W New structure F-1 Existing Structure (pre-2007 FIRM adoption) E] Expansion/Addition [] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 1202940090F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain F-Ifloodway F--J A portion of the parcel is in the: Fj floodplain 0 floodway The parcel is not in the: FEW floodplain ofloodway The structure is in the: Elfloodplain E]floodway The structure is not in the: E] floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-4305 Reviewed by: Michael Cash, CFM Date: October 24, 2018 L(A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 91,858 Job Address: 2287 Kelmscott Court Historic District: Yes D No [A Parcel ID: 17-20-31-5VC-0000-0680 Residential FXI CommercialEl Type of Work: New AdditionEl AlterationEl RepairEl DemoE] Change ofUse 0 MoveEl 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 NVg INC, dba Rvan HQm 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.: _CGC1517157 Arch itect/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: brian@abdesigngroup.com Mortgage Lender: Address: 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. W10/17/2018 Sign rtCke of 5caner/Agent Date Tracy McDonald Print Owner/Agent's Name 10/17/2018 Signature of Notary -State of Florida Date Pu. MEAGAN LYNNE FOWLER MYCOMMISSION .gGG063253 EXPIRES: January 17.2021 4' orfl- Bonded Thru Budget Notary Semm 10/ 17/2018 Sig; ku,or/Agent Date Tracy McDonald Print Contractor/Agent's Name 10/ 17/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER J' MY COMMISSION GG 063253 EXPIRES: January 17,2021 or FOP 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: BuildingF] ElectricalEl Mechanical[] Plumbing[] GasF1 Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes F] No F1 # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No[] UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application I I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping Right -of -Way1877— " www.sentar"'90V Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.M.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 Dearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Call btfw$ Y" W4 I . Project Location/Address: 2287 Kelmscoft Court, Sanford, FL 32773 2. Proposed Activity: I —XI Driveway [:] Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is su d by. ft"V omw. Signature: Address: 430KV&a d Rd #H-20 Orlando, FL 32811 other: Print Name: Tracy McDonald Emergency Repairs Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 10/17/2018 Maintenance ResponsibilitieslIndemnification The Requestor, and his successors and assigns, shelf be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public 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 Requestors 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 Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: the above statement and by signing this application I agree to Its terms. Date: 10/17/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour Inspection. Official Use Only Fee: Date: Date: Date: 2 A. Date: Date: November 2015 ROW Use Driveway, pdf 10/17/2018 SCPA Parcel View: 17-20-31-5VC-0000-0680 PLqpqrty_Rg(qordhard Parcel: 17-20-31-5VC-0000-0680 Property Address: 2287 KELMSCOTI CT SANFORO, Ft., 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0680 2019 Working 2018 Certified Owner( s) BRISSON WEST PROJECT I LLC Values Values Valuation Method Cost/Market Cost/Market Property Address 2287 KELMSCOTT CT SANFORD, FL 32773 Number of Buildings 0 0 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name !EN L NajON _RESE--!\-[ Depreciated EXFT Value Tax District S1-SANFORD Land Value (Market) 52,000 52,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions YohLe—* 1 52,000 52,000 Portability Adj 10 Save Our Homes Adj 0 0 115. 5 0 68 140 Legal Description LOT 68 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority County General Fund Schools City Sanford SJWM( Saint Johns Water Management) County Bonds L Q Assessment Value Amendment 1 Adj $0 $0 P& G Adj $0 $0 Assessed Value $52,000 $52,000 Tax Amount without SOH: $976.01 2018- Tax —Rill Alljq Ll-t $976.01 iLIX — EllbrTat—or Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values 52, 000 52, 000 52, 000 52, 000 52, 000 Taxable Value 0 52,000 0 52,000 0 52,000 0 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $52,000.00 $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http:// parceidetaiI,scpafl.org/ParcelDetaillnfo.aspx?PlD=1720315VC00000680 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: ____Tracv McDonald an agent of, NVR Inc., c1ba 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): X The specific permit and application for work locatyd at: a Street Address) Expiration Date for This Limited Power of Attorney:— 12/31/2019 License 1-tolder Name: Scott James Faber State License Number: CGC1517157 Signature of License holder: STATE OF FLORIDA COUNTY 0F'__PrAne The foregoing instrument was acknowledged before me this._[_q,,_day of 200 18 by Scott James Faber who is Lx or 0 who has produced as identification and who did (did not) take an oath. Notary Seat) MEAGAN LYNNE FUMLER GG 063253 EXPiEt 2N, 1sja Rev. 08,12) Signature Print or type narne Notary Public - State of Commission No. My Commission Expires. M FORMR4O5'2O17 FLORIDA U U~` BUILDING %U U l U ENERGY EFFICIENCY °~.,=_,~. . ~~.. FOR . CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot68KensingtoriReserveLargoMGLW Builder Name: RYAN HOMES City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9Wall l'ypes(2524.0 sqft.) Insulation Area 2. Single family or multiple farnily Single-family a, Frame -- Wood, Exterior R=110 1208.00 fl,2 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R-- 13.0 350.00 fl:2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30O 1301,00 ft' 6Conditioned floor area above grade (ft') 2169 b. N/A R= ft2 c. N/ A R- ft2 Conditioned floor area below grade (ft2) 0 7, Windows( 214.8 sqft,) Description Area a. Sup: Attic, Ret: Attic, ALI: Main 6 4308 Area Weighted Average Overhang Depth: 1 224 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons a. Slab - On -Grade Edge Insulation RmO,O 904.00 W b. Conservation features b. Floor over Garage R=1 1,0 397,00 ft2 None Area: 0. 099 Total Proposed Modified Loads: 63.96 PASS Glass/FloorTotalBaseline Loads: 64.23 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in comp Energy specifications covered by this indicates compliance 0 Code. calculation with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as de iTn d, is in compliance Florida Statutes. with the Florida Energy Code. WF1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed inaccordance with R4o3.3.2.1. 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 nogreater than S.50ACH5O(R402.4.12). Compliance with uproposed duct leakage Qnrequires aDuct Leakage Test Report confirming duct leakage tooutdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 0o0o0181x9pm enorgvou"ommusx nax"ozoxSection noone1Compliant Software Page Im4 SQ.FT. CALC. S W F, IR 5O4 ea FT. 2N'D FLR- L[ViW, a FT TOTAL LIVING 1265 3 T. ENTFZ' 40 bC;tfI 44 6Q, r T, TO AL 2,656 5Q F7, FATIO 24 5a FT. 1 '7717: 7Z/7=1 LOAD EfP. 4. LiALL I--- - ---- - - --- 1 NON-541— U' LL COMIONENT AND CLADDM WW LOADS SAW WW EV'OMJW FOR 3 SECOND OUSTS CALL # SQUAFE WKIM 00TAGE! DESKWATON 112 Xl- v x 11-V 24W1-30.i6 1 24 3050 DR 4 211151-3605 25-54 4 26451- 30°5 25-544 28AE,/-3l46 4 33 ( 2; 25-64 > 2-,31-3450 5 64 & oeo 26.311-3330 WIND Wl - NDD - ES ' I GN CR - I - TERIA 54E' VN: enF= "'F`w 13 e,7CC C jf.T) 7 =' 50 B. ('4TeRNAL PRESSURE CCEFFICENT. a le C. R! f,< CATEraL .TYPE 1:. DEX C A-Er OR- c NOTE: vALUEE, FOR 4 CLADZNS PRESSURE ARE BASED Ot, Ti4E V',It [)E516N WND SPEED. FE3CP, &TP E[), (20M ALLOCLro TPE&E ZESSORE5 TO BEt-' T'; L(ED 5' 0b TO MEETALLMABLE OR NOMNAL TESTED YALLE5 L15ED E31 FRCClUGT MANLrACrLF;EfZ5. PRIOR TO VRTL4LL WALLATrN ONALL P24:M 'Si' 2'-O'FROM THe FNI$4 FLOOR WIL BE $PP4YED A. - VT PEEATED W WR4T-.'A TEQFl!T-- TFE-A—TV SPRAT ] A -,CABINET SECTION FIRST FLOOR PLAN 5CALE: 1/ 4 z l'- O' ELEVATION 'M' De ' Grabs E. I UP 1441N. RONALD REAGAN BLVD. LONaWOO . FL 32750 PH *07- 7 S6o7s FAX407- 7744079 ede com 0003325 0 F- SUBDIV. & =7N KENSINGTON RESERVE LOT #68) MODEL. LARGO VERSION# 01) PROJECT#: R2065, 068/ 00001 PAGE: FIRST FLOOR PLAN FLU, " M' mg- .-„__. DATE: 10/ 5/18 SCALE: 1/4 =1'-O" SHEET 3 OF 9 r-A-R I N I T E C T -) ODWONENr AND CLADD14a W14D LOADS SAW WND E)I-MAE FOR 3 SECOND GLUM CALL gowe wKtm I ZONE 60 Lf i WIND OOTAOEI Desom7m 4 4 4 WIND DESIGN CRITERIA 5. IN-1-R!4AL. PRE66URE COEPFICE-NT-18 G. RiEK CATEGOlZY.TYF`E It LAY D. Ex,,OeU, CATEGORY C NOTE; VALUES FOR COMPONENT6 4 CLADDIW, PRESSURE 4R-- BASED ON OWNER'S BATHF--14)<4 c OWNER'S SUITE THE LUN::1 &F`EBZ>, FeCP, ,T;4 ED. (20M) ALLOU6 T 4Z-&E cLa TO BE ^-ULTI LECI BY 0.6 TO MEET THE ALLOW'Ael-r OR T Lr. 4)(4 NOMINAL TESTED VALUE5 U5ED BY PRODUCT IIANU=ACTURER 5, F.05T FLOOR UkL BE AhC TREATED V 4 TER117- TREATED 6FR4Y PRF -EW- FR TR. S PER PLAN 2) LAYERS OF 3/4' PLY O!C OR (27 L. ERS OF 314 ee F-OCR MATERIAL R116 FOR SCILV NAIl t.N-, 14A,:.$ TO BE N4 LEZ;l H-. B tOE 0, 6 3/4' 714D, -OG- 42' HtC— RAfL;W, 33 2.¢ $YP 2. 7 &YP. TREAD 2. 4 E 21,7 AP/ PWDR. 2. 12 STRW--R TO SIT ON LANOW. SraR DADA: 3/ 4' TI, sue FLOOR CL I 17 RISERS 07.57' NASD 16 TREADS 010" +1" NOSING OSL. 2.6 LEDGER 6ECUF3E:D TO BLOCK W 3/f&' TAP C.01* K i 1/4' E e, CC 8,TAGGERFO FIK- Fup- 2x6 LAJID W, 7. 4 P.T. PLATE 6ECJRE LV iOd Cs NAt'_ s WOC.MAK rl---\, STAIR SECTION: 9'-4" BRG. HT. L m RER9001d 4 T C LOFT 42' V2 WALL w WOOD CAP 1 j3_EDRQQ-M_ 2 L BATIII L T C 7 F7a 6L, STUD T E GRE- S$ W. I.c, G) 4 L — — — — — — A Er 101 q !T— PLOOR MLOW 6 G997 ! - LONSb41 N. G OOD,FLS275O Pk 40 -77".78 FA% 407-7744078 P' SUBDrv. & T KENSINGTON RESERVE LOT # 68) MODEL: LARGO VFRSION# 01) R2065. 06 -/00001 PAGE: SECOND FLOOR PLAN ELEV. " M" Ik. ARC* fTECT- M FL 01"D DATE: 10/5/18 -1 scALE: 1/4"=I'- 0" SHEET 4- OF 9 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot68 Kensington Reserve Larg oM G LW Builder Name: RYAN HOMES Street: 2287 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: PY Owner: Jurisdiction: Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Brea 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 cl. 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. N/A R= ft2 11. Ducts R ft2 7. Windows(214.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 166.75 ft2 SHGC: SHGC=0.29 b, U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:115.00 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: 1,224 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1301.0 sqft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0,0 904.00 ft2 b. Conservation features b. Floor over Garage R=1 1.0 397.00 W None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.099 Total Proposed Modified Loads: 63.96 PASSTotalBaselineLoads: 64.23 I hereby certify that the plans and specifications covered by Review of the plans and EIWS7:4, this calculation are in compliance the Florida Energy specifications covered by this 12 0 ;0 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed, DATE: .. . ... ......... . ........ ........ . .. 1-0-1-0-la Scott,Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, n d, is in compliance the Florida Energy building, Florida Statutes. with WEZasdeOWNER/AGENT: BUILDING OFFICIAL: . ........ .. 0/1DATE: ......... . . . ...... 10/1 8 DATE: ------ ------ - . . . ........ Compliance requires certification by the air handier unit manufacturer that the air handier 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 6.50 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. 10/10/2018 1:09 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 110QUivotuolovillin PROJECT Title: Lot68Ken sing ton Reserve Larg Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2169 Lot # 68 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES of Units: I Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2287 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 Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSite97.5% 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 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 V_ # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 397 ft2 11 0.16 0 0,84 2 Slab -On -Grade Edge Insulatio Main 1015 ft 0 904 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 ft2 216 ft2 Medium 0.8.5 N 0,85 No 0 18.4 ATTIC RBSTypeVentilationVentRatio (1 in) Area IRCC 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 011 Wood 10/10/2018 1:09 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R40.5-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV",#, Ornt To,-,- WaII,_T_ype__ Space R-Value Ft In , Ft In____ Area, R-.Value_,_Fracfion... Absor.._,Grac1e%__ 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 ft' 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240,0 W 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 W 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 W 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 f12 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 W 0 0.23 0,6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 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 E Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 11:2 0 0 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft I n- 1 W Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17,8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0,29 N 12.0 f12 1 ft 0 in 1 If 2 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0,35 0.29 N 15.0 ft' 1 It 0 in 1 ft 2 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 f12 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 It 0 in 3 ft 2 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 029 N 15.0 f12 1 It 0 in 1 ft 2 in None Exterior 5 6 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 15,0 f12 1 It 0 in 1 ft 2 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32A ft' 1 ft 0 in 10 ft 10 in None Exterior 5 8 E 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 2 It 0 in 2 ft 0 in None Exterior 5 9 S 6 Vinyl Low-E Double Yes 0.35 029 N 32.4 ft' 1 It 0 in 10 ft 10 in Drapes/blinds None GARAGE V Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft' 449 ft2 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000351 19973 109.65 206.21 3155 6.5 10/10/2018 1:09 PM EnergyGaugeV USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 361 ri Tj a ry, TO L"Will I VA HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF:8,5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type I -------- - --------- Subtype Efficiency Capacity Air Flow SHR Block Ducts I 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 I 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 ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed On Main cfm 130,11 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Ju Xj Au 9 ep, Se ONovNo Dec Heating Jan FebMar r IApr Jun JulIMayri1Xj Aug Srj Oct Nov Dec Venting Jan Feb X MarXj Apr May Jun Jul Aug Sep X Oct Xj 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 10/10/2018 1:09 PM EnergyGaugeO USA - FlaRes2017 Section R405,4. 1 Compliant Software Page 4 of 4 FORM R405-2017 u ^ LEVELNV0 U U 0 0 v (EPL) DISPLAY CARDN NL 0n-0~ 0 N N y ESTIMATED ENERGY PERFORMANCE INDEX* The lower the EnergyPerformance Index, the more efficient the home. 1O0 2287KELK88C{}TTCOURT, 8ANF(}RO.FL, 32773 1 New construction orexisting New (From Plans) e. Wall Types Insulation Area w Frame wmou x nv, n 1ao /000Von, u Single mi/vvrmvmp mmoy Single-family ' Concrete amo |m /naw. Exterior n~41 snuwx` 3. Number munits, xmvniplvmmo I c.pmme Wood, Adjacent e=/3.0 nn000n^ Number of Bedrooms * u N/A n= ft2 m comn0Types Insulation Area Is this wo rst No a. Under xnic«enmu n=no O 1301 00*" n Conditioned floor area (ft') 2169 b.w»x n= n` o wm R= n" 7 vwnu wu^^ oosuxpuvn ma o"* n o` o u ramwc om u~una uormnr eHG(z onac=zzn aSup: Attic, Reu,Attic, A*:Main 6 *un.p x u'Fmunc om.u~o.sa 48o0n` aHGo: SngC~0. 29 1z.Cooling systems xomm, emcwno c u-Factor: N/A *" a.Central Unit a*.a sEsn:m.oV unnc: u u- Factor: mm ft2 m Heating systems xomm, Efficiency snGC : aElectric Heat Pump 32.6 nSPp8.50 Area Weighted Average Overhang Depth: 1.224 ft. Area Weighted Average SnGc 0190 u,Floor Types mvv| anvn Area 1*.Hot water systems Cap nn0aouno n. S| au-nn^ GmvoEdge mav|"umn n=nn ou*.no/ a. Electric sp:o eo o.Floor over Garage n= 11u 397 00n2 u. Conservation features o wm n= n` wvnm 15.cremm pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) beforein this home iap|eyCard vvi|| be completed res based on installed Code compaares. Builder Signature: Date: 10/10/ 2018 Address ofNew Home' 2287e|mynoMCoud Cib//FLZiP: 32773 Note: This imnot oBuilding Energy Rating. |fyour Index |sbelow 7U.your home may qualify for energy efficient mortgage (EEN1)incentives ifyou obtain aFlorida EoergyGaugaRating. Email Energy8augetech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge,com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/10/2018 1:10 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 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) beforein this home iap|eyCard vvi|| be completed res based on installed Code comp aares. Builder Signature: Date: 10/10/ 2018AddressofNewHome' 2287e|mynoMCoud Cib//FLZiP: 32773 Note: This imnot oBuilding Energy Rating. | fyour Index |sbelow 7U.your home may qualify for energy efficient mortgage (EEN1)incentives ifyou obtain aFlorida EoergyGaugaRating. Email Energy8augetech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge,com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/10/ 2018 1:10 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods IADDRESS: 2287 KELIVISCOTT 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)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 leakagcVVindows, 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 AAIVIA/ WDIVIA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 10/10/2018 1:10 PM EnergyGaugeV 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, R403.11,11 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403,2,9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) of 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (9) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2,1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 01 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 (1 WC) 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 R403.5,11,11. 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. 10/1012018 1:10 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage 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 Systerns, 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. 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, Z No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved 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 CFM/WATT) AIRFLOW RATE MAXIMUN CFM) Range hoods Any 2.8 cfmlwatt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 FBathroom, utility room 90 2.8 cfm/watt An For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 10/1012018 1:10 PM EnergyGaugeO 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. Z When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7,1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1 . R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C), R403.1 0 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 (9 14 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. R40110.3Covers, 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. 10110/2018 1:10 PM EnergyGaugeO 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 GOP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14, SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 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. 10/10/2018 1:10 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 E3 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 10/10/2018 1:09:07 PM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 Manual S Compliance Report Job: LotWensingtonllleserv.. wrightsofto 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 Information For: RYAN HOMES 2287 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Cooling Equipment i Outdoor design DB: 92.5°F Sensible gain: 25756 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.2°F Latent gain: 3534 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 29290 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 27451 Btuh Latent capacity: 3850 Btuh Total capacity: 31300 Btuh Model: GSZ140361K+ASPT47D14A 107% of load 109% of load 107% of load S H R : 88% I Design Conditions Heating Equipment - I I Outdoor design DB: 42.3°F Heat loss: 20593 Btuh 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 156% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: o OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 31 OF Economic balance: -99 OF wrightsoft, Rrght-SuiteG Universal 2018 18.0.27 RSU23828 2018-Oct-10 12:47:25 Page I AM .,,,eLargoMGLW\Lot68KensingtonReserveLargoMGLW.rup Cale = MJ8 House faces: W Component Constructions Job: Lot68KensingtonReserv.. wrightsoft- Entire House Date: 7/25/2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI..-Aln,GOM Project Information For: RYAN HOMES 2287 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 Ll-value Insul R Htg HTM Loss Clg HTM Gain ft, Btuh/ft'-'F ftl--F/Btuh Btuh/ftl Btuh BWhV Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 341 0.091 13.0 2.52 860 2.85 971 fnsh, 2"0" wood frm, 16" o.c. stud e 225 0,091 13.0 2.52 567 2.85 641 s 353 0.091 13.0 2.52 890 2.85 1005 W 195 0.091 13.0 2.52 492 2,85 555 all 1114 0.091 110 2.52 2808 2.85 3171 Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh n 251 0.201 4.1 5.57 1398 5,29 1330 e 198 0.201 4,1 5.57 1104 5.29 1050 s 321 0.201 4,1 5.57 1786 5,29 1698 W 55 0.201 4A 5.57 307 5.29 291 all 825 0.201 4.1 5.57 4594 5.29 4369 Partitions 12C-Osw: Frm wall, r-1 3 cav ins, 1/2" gypsum board int fnsh, 2"x4" 331 0.091 110 2.52 834 1,45 480 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 12 0.350 0 9.69 116 10.5 125 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, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 9.69 145 10.5 157 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e 15 0.350 0 9.69 145 29.0 434 ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht s 15 0.350 0 9.69 145 10.7 160 w 15 0.350 0 9.69 145 MO 434 all 60 0.350 0 9.69 582 19.8 1186 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 33 0.350 0 9,69 317 29.0 947 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 tit s 33 0.350 0 9.69 317 11.9 390 all 65 0.350 0 9.69 634 20.4 1336 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, e 48 0.620 0 1T2 824 38.7 1858 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 2 ft overhang (8 ft window ht, 2 ft sep.); 6.67 ft head ht 2018-Oct-10 12:47:25Ah- wrightsaft- Right -Suited Universal 2018 18.0.27 RSU23828 Page I VeLa rgoMGI-W\Lot68KensingtonReserveLargoMGLW.rup Calc - MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtI no brk frm mat, cir innr, w 30 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29): 50% drapes, medium; 1 It overhang (5 ft window ht, 3.17 ft sep,); 6.67 ft head ht Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 112" gypsum board int fnsh Floors 20P-11t: Flr floor, frm f1r, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth w 24 0.390 n 18 0.390 all 42 0.390 1307 0.032 402 0.078 104 0.989 0 9.69 291 29.0 869 0 10.8 259 12.0 289 0 10,8 193 12.0 215 0 10.8 452 12.0 504 30.0 0.89 1158 1.74 2272 11.0 2.16 869 1.12 450 0 27.4 2835 0 0 wrightsoft, 2018-Oct-10 12:47:25 Right-Suite(M Universal 2018 18.0.27 RSU23828 Page 2 VCLargoMGLW\Lot68KensingtonReserveLargoM(3LW,rup Cale MJ8 House faces: W Project Summary Job: LotWensingtonReserv.. wrightsofte 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 Proiect Information For: RYAN HOMES 2287 KELMSCOTT COURT, SANFORD, FL 32773 Notes: L.S. 10-10-18 SRP Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 18670 Btuh Ducts 1923 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh plpl*pg 0 Btuh Equipment load 20593 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Semi -tight 0 He tin Cooling 21 21 18864 18864 0.28 0.15 88 47 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ1 40361 K AHRI ref :8242629 Efficiency Heating 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 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 21676 Btuh Ducts 4080 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiglier 1.00 Equipment sensible load 25756 Btuh Latent Cooling Equipment Load Sizing Structure 2462 Btuh Ducts 1071 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3534 Btuh Equipment Total Load (Seril 29290 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361K Coil ASPT47D14A AHRI 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. 2018-Oct-10 12:47:25 Right-SuiteO Universal 2018 18.0.27 RSU23828 Page I VeLargoMGLW\Lot68KensingtonReserveLargoMGLW,rup Calc = MJ8 House faces: W A L7yr wrightsoft" Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORO, FL. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.00M Job: Lot68Ken sing ton Reservell- a Date: 7/25/2015 By: FJF I Room name Fntire House great rm 2 Exposed wall 255.5 it 62.0 It 3 Room height 8.5 It 9.3 It heat/cool 4 Room dimensions X0 x 16.0 It b Room area 2211,0 W 480,0 It' Ty Construction number U-value Btuh/ftl-'F) Or HTM Bt W) Area (fr) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 kLt12C-Osw 0.091 n 2.52 2.85 368 341 860 971 0 0 0 0 2A-2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0 2A-2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0 11 W Blk wall, stucco ext 12C-Osw 0.201 0.091 n 0 5.57 2.52 5.29 2.85 251 240 251 225 1398 567 1330 641 149 0 149 0 828 0 788 0 2A-2om 0.350 e 9.69 28.96 15 0 145 434 0 0 0 0 T:GG Blk wall, stucco ext 2A-2orn 0.201 0.350 a e 5.57 9.69 5.29 28.96 279 33 198 0 1104 317 1050 947 279 33 198 0 1104 317 1050 947 t--.G 2A-2omd 12G-Osw 0.620 0.091 e s 17.17 2.52 38.71 2.85 48 368 0 353 824 890 1858 1005 48 0 0 0 824 0 1858 0 2A-2om 0.350 s 9.69 10.68 15 13 145 160 0 0 0 0 t__.G Blk wall, stucco ext 2A-2orn 0.201s 0.350 s 5.57 9.69 5.29 11,93 353 33 321 0 1786 317 1698 390 149 33 116 0 647 317 615 390 12G-Osw 2A-2orn 0.091 0.350 w w 2.52 9.69 2,85 26.96 240 15 195 0 492 145 555 434 0 0 0 0 0 0 0 0 2A-2om 0,350 w 9.69 28.96 30 0 291 869 0 0 0 0 131k wall, stucco ext 0,201 w 5.57 5.29 79 55 307 291 0 0 0 0 t-D 11DO 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 T-D 12C-0sw 0.091 2.52 1.45 349 331 U 480 0 0 0 0 11DO 0,390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 16B -30ad 0M2 0.89 1,74 1307 1307 1158 2272 0 0 0 0 F 20P-11t 0.078 2.16 1.12 402 402 869 450 0 0 0 0 F 22A-tpI 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 0 196 Envelope loss/gain 15998 16621 57361 5451 12 a) Infiltration 2672 904 7071 239 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 5 1150 4 9201Appliances/other 30001 600 Subtotal (lines 6 to 13) 18670 21676 6443 7210 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18670 21676 6443 7210 15 Duct loads 101% 191% 1923 4080 01/1 0% 0 Total room load 20593 257561 1:1 6443 7210 1 Air required (cfm) 1 11601 1160 3631 325 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2018- 00-10 12:47:25 Right- S.iteO Universal 2018 18.0.27 RSU23828 Page 1 VeLargoMGLW\ Lot68KensingtonReserveLargoMGLW,rup Cale - MJ8 House faces: W wrightsoft, Rig ht-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 5,31 CODISCO WAY, SANFORD, FL. 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL,-AIII.COM Job: Lot68Kensi ngton ReserveLa Date: 7/2512015 By: FJF I Room name pdr mud rm 2 Exposed wall 8,0 It 6.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 4,5 x 8.0 It 6.0 x 6,0 ft 5 Room area 36.0 ft2 36.0 ft2 Ty Construction number U-value Btuh/ftl-'F) Or HTM Btuh ft2) Area (w) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 VL12C-Osw 0.091 n 2.52 2.85 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 2A-2om 0350 n 9.69 10.46 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 56 56 311 295 11 V 12C-Osw 0.091 e 252 285 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 9,69 28,96 0 0 0 0 0 0 0 0 T:f2 Blk wall, stucco ext 2A-2orn 0.201 0,350 a e 5.57 9.69 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17,17 38.71 0 0 0 0 0 0 0 0 t--G 12C-0sw 01091 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 Blk wall, stucco ext 0.201 s 5.57 5,29 74 74 414 394 0 0 0 0t--G 2A-2orn 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 120-Osw 2A-2orn 0.091 0.350 w W 2,52 9.69 2.85 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2orn Blk wall, stucco ext O.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 0t-D 11D0 0.390 w 10,80 12.03 0 0 0 0 0 0 0 0 12C-Osw 0091* 2'52 1.45 0 0 0 0 79 61 154 89 1--D 11DO 0390 n 10.80 12.03 0 0 0 0 18 18 193 215 c 11613-30ad 0.032 OM 134 0 0 0 0 0 0 0 0 F 2013-11t 0.078 2,16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 27,40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 201 30 Envelope loss/gain 633 3731 822 569 12 a) Infiltration 91 31 68 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) 725 404 8911 592 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 725 404 891 592 15 Duct loads I -01% 0% 0 0 0% 0 Of Total room load 1 725 4 04 891 592 Air required (cfm) 41 18 50 27 Calculations apUroved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Oct-10 12:47:25 Right-SwteO Universal 2018 18.0.27 RSU23828 Page 2 V,.LargoMCLW\Lot68KensingtonReserveLargoMGLW,rup Cale = MJ8 House faces: W 1.1 1 94- wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 931 CODISCO WAY, SANFORD, F(_ 32771 Phone: 407-333-2665.Y.: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot68Ken sin gt on Reservel-a Date: 7/25/2015 By: FJF 1 Room name kitchen mstr I'm 2 Exposed wall 27.5 It 30,5 If 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 Room dimensions 1'0 x 352.5 ft I'0 x 251,5 It 5 Room area 352.5 It' 251.5 ft2 Ty Construction number U-value Btuh/ftl-'F) Or HTIVI Btuh/ft') Area (ft2) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) H" Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 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 0 0 0 0 0 0 0 0 0 0 0 0 11 W VL43 Blk wall, stucco ext 12C-Osw 0.201 0.091 n a 5.57 2.52 5.29 2.85 47 0 47 0 259 0 246 0 0 108 0 93 0 234 0 265 2A2orn Blk wall, stucco ext 2A-2om 0.350 0.2011 0.350 a a a 9.69 5.57 9.69 28.96 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 145 0 0 434 0 0 2A-2omd 12C-Osw O.620 0.091 a 17.17 2.52 3831 2.85 0 0 0 0 0 0 0 0 0 136 0 136 0 343 0 387 2A-2orn Blk wall, stucco ext 2A-2om 0.350 0.201 0.350 s s s 9.69 5.57 9.69 10.68 5.29 11,93 0 130 0 0 130 0 0 725 0 0 689 0 0 0 0 0 0 0 0 0 0 0 0 0 120-Osw 2A-2om OMI 0.350 w w 2.52 9.69 2.85 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D 2A-2orn Blk wall, stucco ext 11DO 0.350 0.201 0.390 w w w 9.69 5.57 10.80 28,96 5,29 12.03 0 79 24 0 55 24 0 307 259 0 291 289 0 0 0 0 0 0 0 0 0 0 0 0 1 2C-Osw 0.091 2,52 1.45 270 270 6W 391 0 0 0 0L11D0 1613-30ad 0,390 0.032 n 10.80 0,89 12.03 1.74 0 0 0 0 0 0 0 0 0 252 0 252 0 223 0 437 D C F 2013-11t 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 155 35 Envelope loss/gain 2983 1752 946 1559 12 a) Infiltration 314 106 299 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 12001 1 600 Subtotal (lines 6 to 13) 3296 30,59 1245 2490 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3296 3059 1245 2490 15 Duct loads 0% 0% 01 0 261/1 391% 327 976 Total room load 3296 10591 1 1572 3466 Air required (cfm) 1 1 1861 1 89 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Oct-10 12:47:25 Right-S.ite@ Universal 2018 18.0.27 RSU23828 Page 3 veLargoMGLW\Lot68KensingtonReserveLargoMGLW.rup Cale - MJ8 House faces: W 9w21 L wrightsoft,", Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CPNDITIONING 531 GODISCO WAY, SANFORD, FL 32771 ,one. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI,-AIR,COM Job: Lot68Ken sing ton Reservel- a Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.5 (1 7.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 35.8 It 1'0 x 149.8 It 5 Room area 35.8 112 149.8 ft2 Ty Construction number U-value Eituh/Wt -'F) Or HTM Btuh/ft2) Area (w) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Float cool Gross N/P/S Heat Cool 6 Val I 2C_0sw 2A-2om 0.091 0.3509.6950 n n 2.52 9 2.85 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 2A-2om 0.350 n 9,69 10.46 0 0 0 0 0 0 0 0 W Bilk wall, stucco ext 0,201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 L_G 12C-6sw 0,091 e 2.52 2.85 0 0 0 0 0 0 0 0 2A-tom 0.350 o 9,69 28.96 0 0 0 0 0 0 0 0 Blk wall, stucco ext 2A-2orn 0.201 0.350 e e 5.57 9.69 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 0,620 e 17.17 38,71 0 0 0 0 0 0 0 0 12G-Osw 0.091 s 2.52 2.85 44 44 ill 125 20 20 50 57 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 Blk wall, stucco ext 2A-2orn 0.201 0.350 s s 5.57 9.69 5.29 11.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Gsw 2A-2om 0.091 0.350 w w 2.52 9.69 2.85 28,96 56 0 56 0 141 0 159 0 36 15 21 0 53 145 60 434 t-D 2A-2om Blk wall, stucco ext 0.350 U01 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 11DO 0.3% w 10.80 12.03 0 0 0 0 0 0 0 0 I- D I 2C-Osw 0MI 2.52 1.45 0 0 0 0 0 0 0 0 I1D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B -30ad 0.032 0.89 1,74 36 36 32 62 150 150 133 260 F 2011-11t 0.078 2.16 1.12 36 36 77 40 84 84 180 93 F 22A-tpl 0.989 27,40 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 21 193 Envelope loss/gain 361 366 562 1098 12 a) Infiltration 123 42 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 AppliancesJother 01 0 Subtotal (lines 6 to 13) 484 4081 631 11211 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 484 408 631 1121 15 Duct loads 26 % 1 3911, 127 1 W 2611. 391% 166 439 Total room load 611 568 796 1561 Air required (cfm) 341 261 451 70 Calculations aeeroved by ACCA to meet all requirements of Manual J 8th Ed. 4 2018-0c(-10 12:47:25 Right-Suite6i Universal 2018 18.0,27 RSU23828 Page 4 LargoMGLW\Lot68KensingtonReserveLargoMGLW.rup Calc - MJ8 House faces: W Al I IF wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, Fl- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEt--AIR.COM Job: LotWensingto n ReserveLa Date; 7/25/2015 By: FJF 1 Room name rm 3 loth 1 2 Exposed wall 25.5 It 5.5 it 3 Room height 8.0 It heat/cool 8.0 It beat/cool 4 Room dimensions 1.0 x 156.8 It 11.0 x 5.5 It 5 Room area 156.8 1? 60.5 it' Ty Construction number U -value BtuhVft2-1F) Or HTIVI Btuh/ft2) Area (ft2) or perimeter (it) Load 8t h) Area (ft2) or perimeter (ft) Load 3tuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 88 88 222 251 44 44 ill 125 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 Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 1 VL-43 1 2C-GSW 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 2A-2orn 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0 Blk wall, stucco ext 2A-2om 0,201 0.350 e a 5.57 9.69 5.29 28,96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 38.71 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-tam Blk wall, stucco ext 0.350 0.201 s s 9.69 5.57 10.68 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t_11 2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C-Osw 2A-2om 0.091 0.350 w w 2.52 9.69 2,85 28.96 116 0 86 0 217 0 245 0 0 0 0 0 0 0 0 0 2A-2om Blk wall, stucco ext 11DO 0.350 0.201 0.390 w w w 9.69 5.57 10.80 28.96 5.29 12.03 30 0 0 0 0 0 291 0 0 869 0 0 0 0 0 0 0 0 0 0 0 0 0 0t--D 12C-Osw oMi 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B -30ad 0,032 0.89 1.74 157 157 139 273 61 61 54 105 F 2OP-111t 0.078 2.16 1.12 157 157 339 175 61 61 131 68 F 22A-tpI 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) A[: D excursion 3841 15 Envelope loss/gain 1207 2196 295 283 12 a) Infiltration 250 85 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 01 Subtotal (lines 6 to 13) 1457 2281 349 301 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1457 2281 349 301 15 Duct loads 26%1 39% 1 383 894 26% 39%, 921 118 Total room load 1 1 1840 3175 441 419 Air required (cfm) 104 1 143 25 19 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. 2018-Oct-10 12:47:25 Right,SuiteO Universal 2018 18.0.27 ESU23828 Page 5 veLargoMGLW\Lot68KensingtonReserveLargoMGLW.rup Calc = MJ8 House faces: W Af. qv wrilightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL.-AIR.COM Job: Lot68Ken singto n Reservell-a Date: 7/25/2015 By: FJF I Room name laundry rm 4 2 Exposed wall 5.5 It 11.0 it 3 Room height 8.0 it heat/cool 0 it heat/cool 4 Room dimensions 6.5 x 5.5 it 1'0 x 132.3 it 5 Room area 35.8 it' 132.3 R2 Ty Construction U-Value Or IVIHT Area (ft2) Load Area (ft2) Load number Btuh/ftl-'F) 13 t /ft2) or perimeter (it) Bt h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12C-Osw 0091 n 2,52 2.85 44 44 ill 125 88 73 184 208 2A-2orn 0:350 n 9,69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n a69 10.46 0 0 0 0 15 0 145 157 W Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 Vft 12C-Osw oMl e 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0,350 e 9.69 28,96 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0,350 e 9.69 28,96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17,17 38.71 0 0 0 0 0 0 0 0 t 12C-Osw 01M s 2.52 2.85 0 0 0 0 0 0 0 0 2A-2orn 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 t_6 Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0'35Q s 9.69 11.93 0 0 0 0 0 0 0 0 T:f2 12C-Osw 0.091 w 2,52 2.85 0 0 0 0 0 0 0 0 2A-2orn 0.350 w 9.69 28.96 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 Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 t-D 11DO 0.390 w 10,80 12.03 0 0 0 0 0 0 0 0 I 2C-Osw 0.091 2*52 1.45 0 0 0 0 0 0 0 0 11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0,89 1,74 36 36 32 62 132 132 117 230 F 20P-11t 0.078 2.16 1.12 18 18 38 20 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 40 30 Envelope loss/gain 180 167 447 564 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 1 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 234 786 555 601 Less external load 0 0 0 a Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 786 555 601 15 Duct loads 1 26% 39% 62 308 26%_ 39% 146 235 Total room load 1 2961 10931 700 836 Air required (cirri) 17 49 1 39 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Oct-10 12:4725 Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 6 veLargoMGLW\Lot68KensingtonReserveLargoM(3L.W.rup Cale = MJ8 House faces: W F wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONINg531CODISGOWAY, SANFonD, FL, 32771 one: 407-333-2665 ax: 407-333-3853 Web: WWW.DFL--AIR.COM Job: LoMIKensington ReserveLa Date: 7/25/2015 By: FJF I Room name mstr bth mstr wic 2 Exposed wall 22.0 it 7.5 it 3 Room height 8,0 it heat/cool 8.0 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 it' Ty Construction number U-value Btuhtftl-'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (it) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) Neat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12C-Osw 2A-2orn 2A-2om 0,091 0.350 0.350 n n n 2.52 9.69 9.69 2.85 10.46 10,46 104 12 0 92 0 0 232 116 0 262 125 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W VLCil Blk wall, stucco ext 20-Osw 0.201 0,091 n e 5.57 2.52 5.29 2.85 0 72 0 72 0 181 0 2.05 0 60 0 60 0 151 0 171 2A-2om Blk wall, stucco ext 2A-2om 0.350 0.201 0.350 o e e 9.69 5.57 9.69 28.96 5.29 28.96 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-2omd 12C-Osw 0,620 0,091 e s 17.17 2.52 38.71 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-G t-- G 2A-2om Blk wall, stucco ext 2A-2om 0.350 0.201 0.350 s s s 9.69 5.57 9.69 10,68 5.29 11.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T:t 12C-Osw 2A-2om 0.091 0.350 w w 2.52 9.69 2.85 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T--D 2A-2om Bilk wall, stucco ext 11DO O.350 0.201 0.390 w w w 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 12C-Osw 0091' 2.52 1.45 0 0 0 0 0 0 0 0 11DO 16B-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 ill 0 ill 0 98 0 193 0 38 0 38 0 33 0 65C F 2OP-lit 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpI 0.989 27.40 OM 0 0 0 0 0 0 0 0 6 c) A C D excursion 41 1 -13 Envelope loss/gain 628 744 1841 223 12 a) Infiltration 216 73 741 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 01 Subtotal (lines 6 to 13) 844 817 258 248 Less external load 0 a 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 817 258 248 151 Duct loads 1 26% 391/. 222L 320 2 6% 1 39%1 681 97 Total room load 1066 11371 1 32611 346 Air required (cfm} 601 51 18 16 Calculations approved bV ACCA to meet all r2quirements of Manual J 8th Ed. Right-SuiteO Universal 2018 18.0.27 RSU23828 2018-Oct-10 12:47 25 Page 7 veLargoMGt-WVLot68KensingtonReserveLargoMGLW.rup Calc = MJ8 House faces: W AL.. 9w wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot68 Ken sin gt on Reservel- a Date: 7/25/2015 By: FJF I Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 It 3 Room height 8.0 It heat/cool 8,0 It heat/cool 4 Room dimensions 5.5 X 4,5 It 5.5 x 4.0 It 5 Room area 24.8 ft2 22,0 ft2 Ty Construction number U-value Btuh/ftl-'F) Or HTM Btuh ft2) Area (ft2) or perimeter (ft) Load Eltuh) Area (ft2) or perimeter (ft) Load Elt h) Heat Cool Gross N/P/S Heat Cool- Gross N/P/S Heat cool 6 T_:t 12C-Osw 2A-2om 2A-2om OMI 0,3W 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 11 W Elk wall, stucco ext 12C-Osw 0.201 01091 n e 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-tom Blk wall, stucco ext 2A-tom 0.350 0.201 U50 e e e 9. 69 5. 57 9. 69 928. 96 5. 29 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T::2 2A-2omd 12C- Osw 0. 620 0. 091 e s 17. 17 2. 52 38. 71 2. 85 0 0 0 0 0 0 0 0 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 Blk wall, stucco ext 2A- 2om 0. 201 0, 350 s s 5. 57 9, 69 5. 29 11. 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 2om 0. 091 0, 350 w W 2. 52 9. 69 2. 85 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- D 2A- 2om Blk wall, stucco ext 11DO 0, 350 0. 201 0. 390 w w w 9M 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 2C- Osw 1-D 0. 091 2.52 1A5 0 0 0 0 0 0 0 0 L 11D0 16B- 30ad 0. 390 0. 032 n 10.80 OM 12. 03 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 21 2 Envelope loss/gain 22 41 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) 22 411 201 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 41 20 36 Duct loads 1 26%1 39%1 6 16 2 6% 1 39% 5 141 r15 Total room load I 1 28 157 1 25 51 Air required (ctm) 21 3, 1 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r! T!!R'7 attt- 2018-00-10 12:47:25 Right- SitoO Universal 2018 M0.27 RSU23828 Page 8 veLargoMGL- W\Lot68KensingtonReserveLargoMGLW,rLIP Calc = MJ8 House faces: W AI.L.. wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEt--AIR,COM Job: Lot68Ken sing ton ReserveL a.., Date: 7/25/2015 By: FJIF I 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 10 Ty Construction Ll-value Or HTM Area (ft2) Load Area Load number Btuh(ft2-'F) Btuh ft2) or perimeter (it) Bt h) or perimeter Heat Cool Gross N/P(S Heat Cool Gross N/P/S Heat cool 6 L12C- 0sw 0.091 n 2.522.85 0 0 0 0 G 2A-2om 0.350 n 9,69 10.46 0 0 0 0 2A-2om 0.350 n 9.69 10,46 0 0 0 0 W Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 11 VL_G 12C-Osw 0,091 e 2.52 2.85 0 0 0 0 2A-2orn 0.350 e 9.69 28.96 0 0 0 0 Blk wall, stucco ext 0.201 e 5,57 5.29 0 0 0 0 2A-2om 0.350 e 9.69 28,96 0 0 0 0 2A-2omd 0,620 e 17.17 38.71 0 0 0 0 T__.G 12C-Gsw 0,091 s 2.52 2.85 168 153 386 436 2A-2om O.W s 9.69 10.68 is 13 145 160 T___.G Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 12C-0sw 0.091 w 2.52 2.85 32 32 81 91 2A-2orn 0.350 w 9.69 28.96 0 0 0 0 2A-2orn 0.350 w 9.69 28.96 0 0 0 0 Blk wall, stucco ext 0,201 w 5.57 5.29 0 0 0 0 t__0 11DO 0.390 w 10.80 12.03 0 0 0 0 20-Osw 11DO 0*091 2.52 1.45 0 0 0 0L--D 0390 n 10.80 12.03 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 289 289 256 503 IF 2OP-11t 0,078 2,16 1,12 48 48 104 54 F 22A-tpl 0.989 27.40 OM 0 0 0 0 6 c) AED excursion 471 E nvelope loss/gain 972 1197 12 a) Infiltration 245 83 b) Room ventilation 0 0 13 Internal gains: Occupants P 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1211 1280 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1280 15 Duct loads 1 261% 391 320 502 Total room load 1 15371 1781 Air required (cfm) 1 87 80 Calculations apUroved by ACCA to meet all requirements of Manual J 8th Ed, 2018-Oct-10 12:47:25 A& Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 9 LargoMGLWILot68KensingtonReserveLargoMGLW.rup Calc - MJ8 House faces: W Duct System Summary Job: LoMKensingtonFlesery wrightsoft Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM Project Information For: RYAN HOMES 2287 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/ 1 00ft 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 13tuh) Htg cfm) Clg cfm) Design F R Diam in) H x W in) Duct Mati Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bth I h 441 25 19 0.237 4,0 Ox 0 VlFx 16.1 85,0 stl great rm h 3221 181 162 0.208 8.0 Ox 0 VlFx 23.2 92.0 st2 great rm-A h 3221 181 162 0.218 8.0 Ox 0 VlFx 18.0 92.0 st2 kitchen h 3296 186 138 0.218 8.0 Ox 0 VlFx 18.0 92.0 st2 laundry c 1093 17 49 0.235 4.0 Ox 0 VlFx 16.9 85.0 stl loft h 1537 87 80 0.295 6,0 Ox 0 VlFx 11.3 70.0 rnstr bth h 1066 60 51 0,295 5.0 Ox 0 VlFx 11.3 70.0 rnstr rm c 3466 89 156 0.304 8.0 Ox 0 VlFx 9.1 70.0 rnstr we c 51 1 2 0.304 4.0 Ox 0 VlFx 8.9 70.0 rnstr Wic h 326 18 16 0.294 4.0 Ox 0 VlFx 11.6 70.0 rnstr wic int c 57 2 3 0.326 4.0 Ox 0 VlFx 3.5 70.0 mud rm h 891 50 27 0.212 4.0 Ox 0 VlFx 21.3 92.0 st2 pdr h 725 41 18 0.202 4.0 OX0 VlFx 27.1 92.0 st2 rm 2 c 1561 45 70 0.232 6.0 OX0 VlFx 18.4 85.0 SO rm 3 c 3175 104 143 0.226 6.0 Ox 0 VlFx 21.2 85.0 stl an 3 Wic h 611 34 26 0.209 4.0 Ox 0 VlFx 29.8 85.0 SO rm 4 h 700 39 38 0.300 6.0 OX0 VlFx 10.1 70.0 I Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) F R f pm) in) in) Material Trunk st2 Peak AVF 640 507 0.202 598 14.0 0 x 0 VinlFlx SO Peak AVF 224 307 0.209 695 9.0 0 x 0 VinlFlx wrightsoft* ttw Right-SUIte(M Universal 2018 18.0.27 RSLJ23828 VeL.a rgoMGLW\Lot68KeiisingtonReserveLargoMGLW.rup Galc - MJ8 House faces: W 2018-Oct-10 12:47:26 Page 1 Return Branch Detail Table Name Grille Size (in) Htg cfm) CIg cf m) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb-I OX0 1160 1160 0 0 0 0 Ox 0 VlFx Right-SufteO Universal 2018 18.0,27 RSU23828ff * wrightsoW AM ,.veLa"g*oMG—LW"\L-,o,t6-8,K—en'singtonReserveLargoMGLW.rup Calc - MJ8 House faces: W 2018-00-10 12:47:26 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot68 Kensington Reserve Larg oM G LW Builder Name: RYAN HOMES Street: 2287 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/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 extepd Uebipj p'ping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkle[ cgygr Qlales aL)d walls or re6lipgs, a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 10110/2018 1:10 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 WUF?Ii l6'x12' 1 x8 wcd 14x6 Swcd a. 4' x C 140 M, - 14x8 1wcdEi! Jim= 42X42 A/C SLAB BY BLUR MIN E 2' FROM WALL royn 7'kItchen vent to roof cap Transfer ducts/grittes sized In ENTRYcompliancewithFloridaResidential - I ding Code - M1602.4 Balanced - Return Air, exceptions 1-3. "der must provide unrestricted I Inch i - - - - - - - - - undercut on doors to habitable rooms. Z L - - - - - - - - - - - - -- F - - - - - - rK Z W4r X T4r OW 4' bath duct to roof cap w/fan Nutone 696RNB Builder will, need to provide a/c duct chase 4a; w 00 I ]gd OWNEeS RON 8x4 4' bath duct to roof cap w/f an a r Nutone 696RNB i2 40 10x6 lwcd 20x6 wall r4a 4' dryer duc, to roof cal1w/dryer vent boi 4' loath duct to roof cap W/fan Nutone 696RNB 20 20x6 watt rag BEIRM 3 — Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insutation vaLue, 20X6 watt rag T.LL 25K4 1wcd 3.0 TON W/8KV e240V IP 1SX13 pten platform by dr scale 4/8• 110. Rating Z i. 0 Z: 0 to Co LLJ W CD CD LLJ C4 Li F-1 Lo CD T 0 3) V) LO I L 0j I 0 00 LJ J D Z 0 V) Cn W Z M j 0 =) 0= M CL I V) r) r) dam ca LoT PU, A.dva,nta e Plumbing, Inc C ha Vd ignatur 1 W v k S IV U jav DESCRIPTION AS FURNISHED: Lot 68, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HornesINVR Inc. RF('I0,R,1'-) BRISSON AVENUE S 00*19'09" E 44.74' AJN with setbacks and impervious area shownonplan. LA,-d VI-M, D=13*51'5,2" R=95.00' L=02,99' C=,92.93' ze CB=AT 4 7-,-1 '17 " E KELMSCOTT COURT 50' PRIVATE RIW) M U 7,37' ti 7.37' 16. 00' 41 04 15' WALL & LANDSCAPE ESMT, 52,00' LOT 68 52.00' PORCH AC PROPOSED RESIDENCE MODEL: LARGO VERSION I-M 2 CAR GARAGE LEFT ca ro ENTRY 8.7' 21.3' 16' DRIVE 40.00' 5' ACCESS ESqM-T DEDICATED TO HOA AT 00019,09 " W 38.48' LOT 67 TRACT A LANDSCAPE, BUFFER & WALL, 7,3 7' 7.37' PLOT PLAN ONLY NOT A SURVEY PROPOSED - FINSHED SPOT GRADE ELEVATIONS tLUI I'LAN ARIA (;AL(;ULAIIUNS UU[L[21NG !iLTBACKS: AFURNISHD PER DRAINAGE PLANS IMPERVIOUS COVERAGE = 2,521± SQUARE FEET OR 36.6% FRONT = 25' PROPOSED DRAINAGE FLOW '/6 LOT CONTAINS 6,696± SQUARE FEET REAR 20' gl LOT GRADINGTYPEAWALKQN= 43± SQUARE FEET SIDE - 5' FOR 40' LOTS WALK OFF- 191 SIDE - 7.5' FOR 60' PROPOSED FINISH FLOOR PER PLANS = 31.0' 7 SQUARE FEET LOTS DRIVE ON- 1,047,t SQUARE FEET SIDE - 10' FOR 75' LOTS DRIVE OFF( APRON)=54± SQUARE FEET SIDE STREET = 25' CRUSEAWEYE-R- SCOTT ASSOC, 11VC - LAIV-D SURVErORS LEGEND - LEGEND - P PLAT P Oj- POINT ON LINE 5400 E. COLONIAL OR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELDTW. TYPICAL F PIPEPR.C. POINT OF REVERSEU VAT R P.C. C. IRI, IORIOUIN, ROD P r- POINT OF CCHP1DCCLR*VATURC NOTES: 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT S THI SURVEYMEETS THE STANOAROS OF PRACTICE SET FORTH BY THE FLORIBA BOARD OF CIA CONCRETE MONUMENT RAD. A R DIALPROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER $4-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES Le.• SET Ila' IR r/#Lg 4596 a, NON -RADIAL 2 UNLESS EMBOSSED WON SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAL10. C RECOVERED vp. WITNESS POINT P LJ. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS POINT OF 6CGENNING CALC CALCULATED Piz,c, POINT OF COMMENCEMENT PRji • PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. No UNDERGROUND IMPROVEMENTS HAVE 8EEIj LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE FF1FINISHEDFLOORELEVATIONNLDNAIL & LDI$K DSL' 5 SETBACK LINE BUILDING 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W - RIGHT-OF-WAY A DE CHHAR 6 DIMENSIONS SHOWN FOR THE IO(ATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UN67S. ESMT, EASEMENT B.B. BASE BEARING DRAIN, DRAINAGE 7" BEARINGS, ARE BASED ASSUMEfJ DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) UTIL. • UTILITY B. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONA- GEODETIC VERTICAL. DATUM OF 1929, UNLESS OTHERWISE WIS NO0 E TECJCCHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No, 45.16 WOFC. WOOD FENCE: C/D CONCRETE BLACK H.C. POINT OF CURVATURE SCALE I' DRAWN BY: P.T. • POINT OF TANGENCY CSC. • DESCRIPTION CERWED BY:PAT— ORDER No. R RADIUS L APC LENGTH PLOT PLAN 10-03-2018 64 0 -18 D DELTA C = CHORD REVISED PLOT PLAN 10-16-2018 C.B. • CHORD REARING NORTH THIS BUILDING/ PROPERTY DOES NOT UE WITHIN k - r— 1 lq " THEESTABLISHED 700 YEAR FLOOR PLANE AS PER 'FIRM' -0 '67C E 1714 S ZONEMAP I 121170009OF (09-28-07) JAI SCOII 111- 1 S. L..A R F C (")IR D (-'(- 1, PY City of Sanford Building and Fire Prevention Specific dorm Project Location Address t- S Product Approval Permit # # 1 8 4 3 n 5 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www,floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swig , 9ln9_ Sliding Therma Tru Ply Gem Smooth Star 4780 SGID 20461-R3 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2 RoILUp____ 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 Florida Approval # Description includin decimal 3. Panel Walls Sidin Soffits Aluminum Coils Inc. Aluminum Sofa Panels 12194 - R7 Storefronts_ Curtain Walls Wall Louver blockGlass Membrane Greenhouse E.P.S Composite Panels Other 4. Roofin Products AS halt Shin IeS CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 UnderlmentS InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofin Fasteners Nonstructural Metal Roofin Wood Shakes and Roofin tiles Roofing Insulation Water roofiin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives f Coating Liquid Applied Roofi j S sstem_s__ Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 off Ridge Vent 19567 - R1 Other June 2014 CO Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Loft'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 At Awl wiloo F M TRUSISES i FLORIDA CORPORATIONPOat4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www. AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE MASTER#: WRCLG1 C9 OPTIONS: 9-4 CLG r A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job W RCLG 1 C9 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. A-1 Roof Trusses JOB #73803 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "C" Address: LOT #68 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 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 42 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 61 G1 5-31.003,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 A0011584 A01 5/2/18 13 A0011596 CJ5 5/2/18 25 A0011608 FL09 5/2/18 2 A0011585 A02 5/2/18 14 A0011597 E01 5/2/18 26 A0011609 FL10 5/2/18 3 A0011586 A03 5/2/18 15 A0011598 FG02 5/2/18 27 A0011610 FL11 5/2/18 4 A0011587 A04 5/2118 16 A0011599 FG04 5/2/18 28 A0011611 FL12GE 512/18 5 A0011588 A05 5/2/18 17 A0011600 FL01 5/2/18 29 A0011612 HJ2A 5/2118 6 A0011589 A06 5/2/18 18 A0011601 FL02GE 5/2/18 30 A0011613 HJ3A 5/2/18 7 A0011590 B01 5/2/18 19 A0011602 FL03 5/2/18 31 A0011614 HJ7 5/2/18 8 A0011591 B02 5/2/18 20 A0011603 FL04 5/2/18 32 A0011615 12A 5/2/18 9 A0011592 B04 5/2/18 21 A0011604 FI-05 5/2/18 33 A0011616 J2C 5/2/18 10 A0011593 CA 5/2/18 22 A0011605 FL06G 512/18 34 1 A0011617 J3A 5/2/18 11 A0011594 CAA 5/2/18 23 A0011606 FL07GE 5/2/18 35 A0011618 J7 5/2/18 12 A0011595 CJ3 5/2/18 24 A0011607 FL08 512/18 36 A0011619 J7C 5/2/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, 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, perANSI/TPI-1 Sec. 2. The Truss Design Drawl ng(s)(TDD[s1) 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 (Al 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 nengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDohlgNW T 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. rrsrr r goo . Di91a"Y yq"d by Ann:p 6 W EN.A, y iT, T.— M, 0 'YTpmboIIIcN.„ w r, ro c 04 rim-to-05.ar-rnazr=ea III, P.E. SERIAL #: Page 1 of 2 3B BCA22100W00004C 1287DF Lumber design values are inauuor ncav dhANS|/TP|1 07eaohun63J_ ~ v— These truss designs rely unlumber values established byothers. Q NNU U U AFLORIDA CORPORATION RE: Job VVRCLG1CQ No. Seal # Truss Name Date STDI-01 STD. DETAIL 5/2/18 54 STDL1 2 STD. DETAIL 5/2118] STDL15 STD. DETAIL 5/2/1q8 Page 2 of 2 A001 WRCLGIC9 IA01 I Hip Girder I FUSSeS, Fort Pierce. t-L 3494b, design(galtruss.corn Nun: k3.lZUS Nov le ;?Ulf Pool: d.IZUS NOV lZ zUlf IvIlIeK Inausliles, Inc. VVeOrAay ZU9:IUt)UZQlb ID:hA3xRN7kH8GY_-sQsevncy2zOBnp-bOkKYeqGt68CEfAwKBaOKOs6vhi8hwSL?QYtfI 11-0- 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 41-0 1 -0-t -7-0-6- 5-4-9 5-2--13 5-4-9 7-0-0 1 -0-T Dead Load Dek = 5/16 in AvA 9 13 27 28 12 29 30 11 31 10 32 33 9 5X8 2x4 0 4x10 5x10 MT20HS 2x4 11 5X8 3X8 LOADING ( ps" SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 115 BCLL 0,0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No-3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. M- Ifek recommends that -Stabilizers and required cross bracing be installed during truss I erection, in accordance with Stabilizer Installation gpide, REACTIONS. ( lb/size) 2 2494/0-3-8 (min. 0-2-1) 7 2494/0-3-8 (min. 0-2-1) Max Horz 2 59(LC 9) Max Uplift 2 979(LC 4) 7 979(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=-5141/2072, 3-20=-636912731, 20- 21 =-6369/2731, 4-21 =-6369/273 1, 4- 22=-6369/2731, 22-23=-6369/2731, 23- 24=-6369/2731, 5-24=-6369/2731, 5- 25=-6390/2741, 25-26=-639012741, 6- 26=-6390/2741, 6-7=-5138/2070 BOT CHORD 2- 13=-1819/4653,13-27=-181814669, 27- 28=-1818/4669,12-28=-1818/4669, 12- 29=-2625/6390. 29-30=-2625/6390, 11 - 30=-2625/6390, 11-31 =-262516390, 10- 3 1 =-2625/6390,10-32=-1 82214665, 32- 33=-1 822/4665, 9-33=-1 822/4665, 7- 9=-1824/4650 irAWAYA CSL j DEFL. in (loc) Ildefi L/d TC 0.90 Vert(LL) 037 10-12 961 360 BC 0.67 Vert(CT) 0.56 10-12 644 240 WB 0,80 Horz(CT) 0.11 7 n/a n/a Matrix - MS WEBS 3- 13=0/510, 3-12=-92712062, 4- 12=-679/474, 5-10=-689/472, 6- 10=-942/2090, 6-9=01501 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10: Vult=1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf: BCDL= 5.Opsf; h=25ft; Cat 11; Exp C: Encl., 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) 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=979, 7=979. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 236 lb down and 235 lb up at 7-0-0, 119 lb down and 140 lb up at 9-0-12, 119 lb down and 140 lb up at 11-0-12, 119 lb down and 140 lb up at 13-0-12, 119 lb down and 140 lb up at 15-0-0, 119 lb down and 140 lb up at 16-11-4, 119 lb down and 140 lb up at 18-114, and 119 lb down and 140 lb up at 20-11-4, and 236 lb down and 235 lb up at 23-0-0 on top chord, and 369 lb down and 118 lb up at 7-0-0, 91 lb down and 22 lb up at 9-0-12, 91 lb down and 22 lb up at 11- 0-12, 91 lb down and 22 lb up at 13-0-12, 91 lb down and 22 lb up at 15-0-0, 91 lb down and 22 lb up at 16-11-4, 91 lb down and 22 lb up at 18- 11-4, and 91 lb down and 22 lb up at 20-11-4, and 369 lb down and 118 lb up at 22-11-4 on bottom chord. The design/selection of such PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 10% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease= 1,25, Plate lncrease=1.25 Uniform Loads (plo Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=- 1 89(F) 6=- 1 89(F) 13=-369(F) 9=-369(F) 20=- 1 19(F) 21 =- 1 19(F) 22 =- 1 19(F) 23=- 1 19(F) 24=- 1 19(F) 25=-1 19(F) 26=-1 19(F) 27=-74(F) 28=- 74(F) 29=-74(F) 30=-74(F) 31 =-74(F) 32=- 74(F) 33=-74(F) connAntion dnvir.P.1,0 is the rpsnnnsihilitv of E"-: V .0 Iwq"Wt a M, p ga"W'"'-'&'""Wdf 1, M k:c TDO W! '*' M 1 74 "'j, .'veoel '01*10 Anthony T. Tombc, IF, P1, oz 80083 4451 St, Usoe Blvd. Gmk Pierce, FL. 3494 t6 ooy 1, Torlho III P1 RepfoklioA of th's lofffl, " pok'Wed ithow III, -"en pewwoft horn A -I Roof lmw Antho., I I mb III, N, Z C9 1 A02 I Hip A001 trusses, tort vieroe, FL 34946, design(b)a1truss.corn 771 - -- "", ''-, , , - I I - 11 - Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 09 10:51 201 1-9 ID. hA3xRN7kH8GY—sQsevncy2zOBnp-3CIil_rueQG3spl7uv5FtEPLU5zrQVIUD4HQC9-0-0 15-0-0 -0-0 '4- 21 30-0-0 1-0- 0 4-6-6 -0 6Lb:6 9-0-0 4x6 -- 3x4 4x6 Dead Load Deft. = 3/16 in 3x6 11 3x4 4X6 3x4 3x6 11 10-2-13 19-9-3 30-070to-2, 1-3 . ...... 10-2-13 Plate Offsets (X,Y)-- [2:Edge,0-0-01, [8:Ed9e,Q-0-0j LOADING (pso 2-0-0SPACING- NG CS1. D EFL. in (loc) I/defl L/d PLATES GRIPTCLL20,0 Plate Grip DOL 1.251 TC 0,65 Vert(LL) 0,2012-15 999 360 MT20 244/190TCOL100LumberDOL1.25 BC 0,96 Vert(CT) 0.3812-15 946 240 BCLL &0 Rep Stress Incr YES WB 0.31I 1 Horz(CT) 0.09 8 n/a n/a BCOL 10.0 Code FBC2017rTP12014 Matrix -MS i I Weight: 129 lb FT = 10% t t 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 No3 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. 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) 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=-199211450, 6-7=-2125/ 1421, 7-8=-950/0 BOT CHORD 212=- 1 101/ 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=1 16mph, 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) Provide adequate drainage to prevent water ponding. 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) 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 R'W5 - Cltr * T; Vucw to. TA to 1.10, bit "- utats lr 1. Meats in, . r mw 0 ll, W, 1,v m W 1.0 W.a:W' .0 1111 7k, a 14 '110.4 0 W TUB WN two, . 1 P40-11V I'll*" (.V Ah to-Nll vq: P"'W k M W WA .1 V— ?4., o:mw "ril lm. ."U" l a' F.! " .rf lk TaatTn,n 4451 St. Lucie Blvd, 41 A'1' 1, lombp ill PA, Reptoll.mob of tk's lial-C.1"n wo [Vol, is probldeo without the wlitte. pel;V4uon ho" A 110014"rel Amho"OlombIll'U. FOrt fi- A946 A001 WRCLGIC9 I A03 I Hip IrUsSes, t-On Vie", FL 3494b, oesign(<,0aunjSs corn Hun[ Z5.1z0 S NOV 1;? ;elj It Vrint: S.12U $NOV I Z ZU It Mi I ek lnoUstneS, Inc. wed May Z 09:10 W Z(m ID: hA3xRN 7kH8GY—sQsevncy2zOBnp-XPs4zKrvVPiOwTyKJ RCCUQRxULVPU9zhd Sk 1 —k 11-0-9 _5-7-14 i --- 11-0-0 ---- i 11 ''1-,-- 119-0-0 - 24-4-2 30-0-0 rl -()-() 1-0-0 5-7-14 5-4-1 8-0-0 54-1 54-14 - 64 4x6 - 4x8 -- Dead Load Deft. = 118 in 4x6 11 3x8 3x6 3x4 - 4x6 11 11-0-0 19-0-0 30-0-0 11-0-0 8-0-0 I11-0-0 Plate Offsets (X-,Y-)— 2-.-E--dge,O- -0 - - 15:11- 11 5-0,0-2-017 19:Edge,0-0-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 037 Vert(LL) 0.2211-20 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.4611-20 788 240 BCLL 0.0 Rep Stress Incr YES W13 0.24 Horz(CT) 0.08 9 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS j Weight 1451b FT=10% LUMBER - TOP CHORD 2x4 SP No.2 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 No.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 thatStabilizersand I I required cross bracing be installed during truss 1 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 2) Wind: ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5,Opsf; BCDL= 5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= O, 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuFrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=339, 9=339. LOAD CASE(S) Standard cc Anthony T. lombo:11, P.E. i. 0Mz TmW*4 " 1* F.AOR! 0 N U., 11,' 0—" .7. "4 W" D's4 eV w,0 N K V, IV .1 r. hen .1 [K, 1 D¢gseen (th 10.,f ui Njj,a, An J,- .J" "'j a.qc esnNlhu W W .'9 ,*, 4 0 Z $0083 4451 St, Lude 61.d. Fort 1 eice, FL 34946 oprrigN10i5A-I tool TOM40111 P1, kohm,l TobollijL 4x6 tt 4x6 il Dead Load Dell. = 3/16 in 4x6 it 3x4 : 4x6 - 3x4 4x6 11 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0:0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 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. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mifek -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 = 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, Comp./Max, Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOTCHORD 2-13=-1 359/2017, 13-22=-845/1532, 12-22=-84511532, 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 =-4651531 NOTES- 1) Unbalanced roof live loads have been considered for this design, 9-5-8 Edgell P:Edge,0-0-01 CSL I DEFL. in (loc) I/den L/d TC 1.00 Vert(LL) 0.45 13-16 799 360 BC 0.97 Vert(CT) 0.60 11-13 596 240 WB 0.25 Horz(CT) 0.10 9 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ft: 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) 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 = 10,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=358, 9=358. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 10% ftTW:AfaC4-'J NEW[ - Sp a, ff 'W"W' . 40— 0 W qe P"MR, v R. Wde f10 14 4.O' 1!" Op"I"t IN .1, k 11f 1 341 4"V —P- Wn mww:Mwirf Anthony T, Tomb3 ,11, P. E. 4451 St. Lucie Blvd, T 10w60 111, p L Fort Pierce, Fl, 34446 WRCLGIC9 I A05 I common A001 1 I S, Fort Pierce, FL 34946, design(0)a1truss,com Hun: d,WUS NOV 11 Z011 Ilnnf: 8.1;eUS NOV 11 ZU11 MilelKInaustnes, Inc. Weama ZU910t)jle ID:hA3xRN7kH8GY_sQsevncy2zOBnp-ObQSAgs9AlWn56vV?J7iyfufjMuKunhOmX 8-0_0 15-0-0 22-0-1 30-0-0 1-04) 1-0 8--6-6 7-0-1 7-0-1 8-0-0 _04 4x6 11 5.00 f 12 4x6 -- 3x4 4x6 3x4 10-0-15 1 19-11-1 30-40-0 16-0-15 9-10-2 10-0-15 Plate Offs - etS _(X Y) , 2 E , d - ge 070-91 - [10: Ed go - Q-0-0] LOADING (psf) SPACING- 2-0-0 I CS1. TCLL 20.0 Plate Grip DOL 1.25 i TIC 0.80 TCDL 10,0 Lumber DOL 1,25 BC 0,98 BCLL 0.0 Rep Stress Incir YES WB 0.62 BCDL 10.0 Code FBC2017/TP12014 I Matrix -MS 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 Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1 mifeik-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 126010-3-8 (min-0-1-8) Max Horz 2 1 18(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=-220711601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552, 7-8=-199611528, 8-9=- 2207/1601, 9-10=-944/109 BOT CHORD 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=4711701, 4-14=-425/554 NOTES- 1) Unbalanced roof live loads have been considered Dead Load Dell. = 1/4 in 4x6 11 DEFL. in (loc) I/defi L/d PLATES GRIP Vert(LL) 043 12-14 841 360 MT20 244/190 Vert(CT) 0. 68 12-14 533 240 Horz(CT) 0, 08 10 n/a n/a Weight: 137 lb FT = 10% 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; 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) 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=374, 10m374. LOAD CASE(S) Standard 1.0" Jt W-dw-', "td.lo loll stc'o' Nft,,, V-nl ..y WfWeSW—mo., OM r. Wrllk'Nk l"I; W4 .1, 1,41 Anthony T. fcmbo -11, E. ost0Mt tw k' ' t.101 " 14 "'I.Awo, 0 N 3— k 0_vft'Iza wo. W 104.4 N fov a I. It', A"V x# r. Wo k." fh W Ilt I 1p lFrov 0 1* V " . t.0 0 N' T.' .1e0'j krq s%'w "Mom W wor 1W 4 N 0 - 80083 IN oul, 1, mtw, 0 ILI I"i titupre I- )S'. t'r_ .4 MSS fto- 4451 St. fude Blvd, Fo,t fierce, Ft. ?4946 Zt (opf"91,10 7DI64 I koqfllvssts Apiltopyl TOMW10J, Reptlotv (liot.1 Ills iofvmeftl"D ally tht-nel flem's"Oft f"M A-1 Roof ho", WRCILGIC9 A06 Roof Special Girder Jab Reference t tA001 I Rooffrusses, Fort Pierce, R 34946, design@ _ a _ ltruss,corn j9p ionat Alli Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Wed May 2 09:10 54 2018 F ID: hA3xRN7kH8GY—sQsevncy2zOBnp-Un_qOO(nxLeeiGUliZI eyVs0oeJ05djPww2W4oYz 6- 5-8 10-8-0 14-4-0 18-6-4 23-0-0 25-2-15 -0-0 10 2- 9_. 4- - - ---- 31 - - w - 11 0- 6 6-5-6 --4 7- -8--6 4-5 12 2-2-15 ! 4-9-1 11 zx rin 16- 5X6 LOADING ( pso 1 SPACING- 2-0-0 TCLL 20,0 1 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10,0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP N0.2 *Except' T3: 2x4 SP M 30 T4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 240OF 2,0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 1 Row at midpt 5-14 INATelk 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. 0-1-8) 9 2787/0-3-8 (min, 0-2-5) Max Herz 2 86(LC 8) Max Uplift 2 = 550(LC 8) 9 = 958(LC 9) Max Grav 2 1835(LC 1) 9 = 2787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOR CHORD 2- 3=-3639/1105, 3-4=-3330/1052, 4- 5=-3313/1039, 5-6=-6077/2082, 6- 7=-6077/2082, 7-8=-580412009, 8- 9=-587712029 BOT CHORD 2- 14=-995/3280,13-14=-1630/5344, 12- 13=-1630/5344,12-21=-1743/5422, 11- 21=-1743/5422, 9-1 1=-1778/5315 WEBS 3- 14=-325/297, 4-14=-678/2263, 4x4 I . I Z — , 11 4x8 - 5x 10 MT20HS 3x8 - 6x6 Dead Load Defl. = 1/4 in 5x10 0 23- 0-0 30-0-0 7- 10-4 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.91 VerT(LL) 0,33 11-12 999 360 MT20 244/190 BC 0.93 Vert(CT) 0.56 11-12 639 240 MT20HS 187/143 WB 0.86 Horz(CT) 0.10 9 n/a n/a Matrix - MS Weight: 171 lb FT = 10% WEBS 3- 14=-325/297, 4-14=-678/2263, 5- 14=-3079/1155, 5-12=-47411043, 6- 12=-269/195, 7-12=-319/805, 7- 11 =-375/1298 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf BCDL= 5.Opsf; h=25ft; Cat. 11; Exp 6 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 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 (t=lb) 2=550, 9=958. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 285 lb down and 235 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21- 4-12, and 369 lb down and 118 lb up at 22- 11-4 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 C7 A- -- —4717 17 1 Iniform I ondk lnlfl it * 14 6'r"14 'vA t (1-1A .,*tot 0 .4e, M Niie. el kire'r* .,v it 80083 e, 4451 St, luck,, blvd. Fart tithetioie el thn ifitweitel". 4,y form, the oiewteii pemis iwi tom A I ReV lm'f' VI 34946 Repi Dead Load Deft, = 1/8 in 5.6" 5X8 11 1.5x4 11 5X8 = 1,5x4 ii 5X8 11 7-0-0 10-8-0 14-4-0 21-4-0 7-6-0 3-8-0 3 8-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFIL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.16 10-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 081 Vert(CT) 0.28 11-12 908 240 BCLL 00 Rep Stress Incr NO i WEI 0,30 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 240OF 2,0E *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.OE 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 2-7-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. MiTek' recommends that St I ab I ilizers a I nd required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2 1822/0-3-8 (min. 0-1-8) 8 1822/0-3-8 (min. 0-1-8) Max Horz 2 59(LC 8) Max Uplift 2 = 603(LC 8) 8 = 603(LC 9) Max Grav 2 1822(LC 1) 8 = 1822(LC 1) FORCES, (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-1286/263, 3-4=-3479/1134, 4- 21 =-3654/1260, 5-21 =-3654/1260, 5- 22=-3654/1260, 6-22=-3654/1260, 6- 7=-3479/1134, 7-8=-1286/264 BOT CHORD 2- 12=-989/3123, 12-23=-988/3141, 11- 23=-988/3141, 11-24=-948/3141, 10- 24=-948/3141, 8-10=-95013123 WEBS 4- 12=0/513, 4-11 =-284/784, 5- 11 =-619/413, 6-11 =-284f784, 6- 10=0/513 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL= 5,Opsf; h=25ft; Cat. It; Exp C; Encl,, GCpi= O. 1 8; 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) 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 bottorn chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=603, 8=603. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 258 lb down and 249 lb up at 7-0-0, 141 lb down and 154 lb up at 9-0-12, 141 lb down and 154 lb tip at 10-8-0, and 141 lb down and 154 lb up at 12-3-4, and 258 lb down and 249 lb up at 14- 4-0 on top chord, and 372 lb down and 79 lb up at 7-0-0, 100 lb down at 9-0-12, 100 lb down at 10-8-0, and 100 lb down at 12-3-4, and 372 lb down and 79 lb up at 14-3-4 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 lncrease= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14 =-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-211(6) 6=-21 1 (B) 12=-372(6) 11 =- 77(6) 5=-141(B) 10=-372(B) 21 =-141(B) 22=- 141(B) 23=-77(B) 24=-77(B) PLATES GRIP MT20 244/190 Weight: 100lb FT=10% Anthony T. Tombo ill, 1E. v wwolu( K Owl— lzw,.,00w4.",**,4,y",,k4.0 z 80083 T 141 rcet 1, fllw,4Aft W 41" Ok. 1 1 *qw, 1— )"'r' i'r.. W 61, N91Nk9xN u4s,4451 St, Lude Blvd. u—, 1d. 4 k' Of W'*' .0"I Ti, r.1"'o 1 , ;0 0 WJ.j 4vj. . Ni, S,m ;V- r .W4AN,ol, 4 44 t0doM I ort P erce, R. 34946 ZE 'Capgriykt YGl46lkaofGeunsWkoyl. 1.00 111, PT Repeo&qg of this imment, it..y fom,s pA,toed witkvl the -flep permission lim A I Roof lmm WR4LG1C9 602 Hip 1 1 AGO 1154 1 Reference {optional} designbil jr-liss.com Run, 8-A20 Nov 14 zu I I-nnu ts, I zu s Nov 12 2017 MiTek Industries, Inc. Wed May 2 09:10 56 2018 Pa94 I - -- --- ifionalAlRodffrusses, Fort Pierce, FL 46 11 --) ID:hA3xRN7kH8GY—sQsevncy2zOBnp-QA5bpiulTyuLyae4gShQali6CE6kq5oyDNL?BtRzKb( 1-0-0 9-0-0 12 4-0t- 21-4-0i -6-01 4-6-6 3-4-0 1 9-0-0 4x6 4x6 4 5 5.00 (i2 3x4 ----- ------ - 3 2 B4 432 3x6 11 3x4 1,5x4 11 I,5x4 11 12A-0 3-4-6 Plate Offsets (X,Y)-- 2:Edgt0'-,0701J7:Edge 10-0-01 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.35 8-13 733 360 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.52 8-13 489 240 BCLL 0,0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.06 2 n/a n1a BCDL 10.0 Code FBC2017ITP12014 I Matrix -MS 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 No3 1-6-0, Right 2x4 SP No-3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purfins, BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. Mifeik-re-commends that Stabilizers and II required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 7 = 852/Mechanical 2 915/0-3-8 (min. 0-1-8) Max Herz 2 83(LC 16) Max Uplift 7 -231(LC 13) 2 -261(LC 12) Max Grav 7 = 852(LC 1) 2 915(LC 1) FORCES, (1b) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-700/0, 3-4=-1331/919, 4-5=- 1150/959, 5-6=-1330/918, 6- 7=-728/0 BOTCHORD 2- 1 0=-671/1145, 9-1 0=-671/1150, 8- 9=-67111150, 7-8=-671/1145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft, Cat II: Exp C; Encl., GCpi=O. 18; MWFRS 3) Provide adequate drainage to prevent water pending, 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 = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ito uplift at joint(s) except Ot=lb) 7=231, 2=261 . LOAD CASE(S) Standard 4451 StW(Ie Blvd Fol! Pseuv, H 3494(, 206 A I Roof 6"t' Ap'thm y 1 1-4 Ill. P.f' koptod t-ofthisdo<—1 'D any lcm, s pohhtfil rritA.1 It, . itvn pnw'- 1— A I bal I ...... hlbpy I T0.6 III P I, WRCLG1C9 804 1 Common Reference A001 1592 Fort Pierce. FL 34946, des4gnga I truss.corn Kun'f3,1z0s Nov 12 201f Print: d 120s Nov W 201f MileKIndustries, Inc. Weam 20910 ID:hA3xRN7kH8GY-,sQsevncy2zOBnp-uMfz01 vfDGOCakDGE9Cf7VeR7wOzqDl t' I 7P-q ... ..... .. 6-5-8 10-8-0 14-10-9 21-4-0 1-0-0 , 6-518 t 4-2-9- 4-2-9 6-5-8 4x4 -- 3X6 11 5X8 - Dead Load Defl. = 3116 in 3A 7 R 3x6 11 21-4-0 10-8-0 Plate Offsets (X,Y)-- 12:0-3-11,0-04],_[8:0-3-0,0-4-4 1, [9:0-4-0,0-3-0j_, 1 LOADING (psf) SPACING- 2-0-0 CSV DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 2441190 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 WB 0123 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP NcI3 1-6-0, Right 2x4 SP NO3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. 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 Harz 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=-923152, 3-4=-1436/1081, 4-5=-1 130/856, 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=-3761449, 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=1 16mph TCDL=5.Opsf; BCDL= 5,Opsf; h=25ii; Cat. 11 ' E.p 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) 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) except (jt=lb) 8=245, 2=274. LOAD CASE(S) Standard 41 Anthony T. Tombo 111, R.E. 80083 4451 St, Lucie BIA Pw Vwicv, H WA6 Upy' iofo t 7016 A 19011 .... t' AftIhi,i,! 1, Imba III P i, Kep'kl- of fhf' dowwo, 0 "ylaam.is piohb,led wAotil Ite, -Veii peen "- be. 4 1 hd lances Who" I I-h III P I, U_ -11-11 1-0-0 -6-11-11 3x6 11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10,0 Code FBC2017ITP12014 Matrix -MR Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 0-1 1 -11 oc, pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iTek 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 Herz 5 = 37(LC 9) Max Uplift 5 88(LC 8) 3 = 10(LC 1 4 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= 1 50mph (3-second gust) Vasd= I 16mph; 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) This truss has been designed for a %0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 tiom chord and any other members 4451 St, Luc,(, B1,d, 19#011tAnIhoyl,lamboill Pf 4pt-dom at t, imantnta any lura, k laah,blied -ithon, tht wite, pt,mission hom A lkoofhme, Aothwrf lombil0j, '0(t "' elce' F1 349,16 m Jo3--- --- — - ------- jTruss ComerJack Truss Type 10ty jPlyAO 011594 WRCLGIC9 CJ1A 6 Job Reference (optional) Ai Fioof ses, Fort Pierce, FL 34946,design@a1imss.com Run:-8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed lvla 2 ft 10 58 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-MYDLDNwH Z83B(oTotjufiBh wbLZitWqfUlxJzKbgR 1-0-0 0-11-11 1-0-0 0-11-11 2x4 0-11-11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.09I Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1125 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 Stress IncrRepSt YES W6 0,00 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017fTP12014 i Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mit4--recommends that Stabilizers a -rid- -_ - required cross bracing be installed during truss erection, in accordance with Stabilizer Instellationguide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 130/0-8-0 (min, 0-1-8) 4 -1/Mechanical Max Herz 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=1 16mph, 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. PLATES GRIP MT20 2441190 Weight: 5 lb FT = 10% I U0 IVM'1 'UIr'QUl' I"VIS&CWTIC11, 09 ',,A I.. WN Ni I WWI I 1',rW" It Uot" "", ",A atle ill9. .h nPloo- 1—r—w- 0 ""f 4s T." W" " V. 0 to q— ; .,'"Nqeo . 14 WAN Dt"p, . I. "V, A N It', 1, T .4 It, Wo 1.4' W .6 in 1 1' 'U". d 14TIA0.4 - h.41 'k 0 o' 4-, 40'1 *- "W, Ste AW 4 "1 fl,W'V. It Irl 4451 1,t Lune Blvd. o,t :),oce, FL 34946 opynome'7016A liodho's" AntlotyLlootbollO.F. lgoo(lro'se' Anthony 1, Initho III, KI, WRCLGIC9 JCJ3 Preer Jack 10 trussesFort Pierce, Fl_ 4§4, d com Run: 8. 120 s Nov 12 112 - 0 11 7 1 AIRoof , esign russ ID: hA3xRN7kH8GY 1- 0-0 2-11-11 1- 0-0 5 3X6 11 s Nov 12 2- 1 11-11 LOADING ( pso I SPACING- 2-M I CS1, DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240 BCLL 0.0 * I Rep Stress Incr YES WB Q.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 1 Code FBC2017ITP12014 Matrix -MR 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 purfins, 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 (lb) or less except when shown. TOP CHORD 2- 5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 5) 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 6 A001 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% AnIhony T. Tomo Al, t1. E. W"iatoi`.W. 0 'I— M1' fteot 'xA , to 104"1 [h"i N;W'11 0 to 141 a V, * to 1.1 W, .1 tK I I, %g ,, 0 to V .4 . hot ,, 0 A, T"", .414t. W N A". 4451 St, Lucie Blvd, A I lat ptliodo(noftofskisilowmnt"e ..y lorm"s P'.1i'liod ithoot the -fine. potti'sio, horn if Imse, Fort )eicp, Ft. 34946 1-0-0 4-11-11 3x8 11 4-11-11 Plate -Offsets (-X--,Y,-)-- 8_0___ LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.46 Vert(LL) D.03 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR Weight: 17 lb FT = 10% 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 4-1 1 -11 oc purlins, 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. j REACTIONS. (lb/size) 5 268/0-3-8 (min, 0-1-8) 3 127/Mechanical 4 = 55/Mechanical Max Horz 3 109(LC 12) Max Uplift 5 130(LC 12) 3 48(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=-242/456 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=S.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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 5= 130, LOAD CASE(S) Standard Anfhony T. lomhD 71q, P.F. N W.4NIK 37 "083 toa.014'"'Wt mh' Al nax V — h TOP W. rw" s r4w, oft too" (."W' Wip, Kww:10C 0"W xtPl 114 A(A .1 *..df. P- P41— 4451 St. Lucie Blvd. edit P:erce. FIL, 34946 A41h.ftyl. Tombe 111, PJ. Repodii(Lop of lh'5 io(ommi'mny fow,, litok,hoild xithwtlit riaw piol,wo fiolo A I Roof Imm Ear I Half Hip Girder A001 1%7WRCLGIC9 All Roof Trusses, FL 34946, design@a1truss,00rn Run: 8.120 s Nov 12 ID:hA3xRN7kH8GY 3-0-0 6 3-6-6 4x4 1.5x4 11 11 3x4 17 2x4 3-0-0 0 5-8-6 Plate Offsets 2-0-0- LOADING (psf) SPACING- CS1. DEFL. in 10c) I/defl L I / d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 360 MT20 244/190TCDL110.0 Lumber DOL 1,25 BC 0.33 Vert(CT) 0.07 5-6 999 240 I BCLL 0,0 Rep Stress Incr NO WB 0.42 Horz(CT) 0,01 11 n/a n/a BCD L 10.0 Code FBC2 0 17r rP120114 j Matrix -MP Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,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. iTek recommends that Stabilizers and required 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 37710-3-8 (min, 0-1-8) Max Herz 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) of 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 =-4 261290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= l 16rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; End., GCpi=O. 18; MWFRS envelope); cantilever left and right exposed end vertical left exposed; porch left exposed, Lumber DOL= 1.60 plate grip DOL=1,60 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) 11 considers parallel to grain value using ANS11TPI 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) except Ot=lb) 2=297, 11 =259. 8) 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 "- 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. 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 lncrease=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3A=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=Al (F) 12=-I 1(F) 13-11 (F) 14=- 1 7(F) 15=-17(F) Wof korj.. Ow' r*'dwr., .0 * low,] 1.b' 1, ff j0-1 Skw .4-1- f-lflo" • lu #", r ' Pt10, W Anhony I . TDmbo L, 1,0q Ww. W k.'! swNtt,q nt 80083 4451 St, Ludt Blvd, Anlho.VfAomb0lll,P1 1n44yhw 6poh'Wed .6outilit .1'tteft permission homk I Roof hnsesFoll: PiL11(e, FL 3,4946 WRCLGIC9 FLOOR A001 t trusses, F on Pierce, 1-L 34946, Oesignaal truss corn Run: k$.I;?0s Nov W 201 / Print: 8,120 s Nov 12 ;eol /KAI leK InOuStneS, InC. Weamay 209'11:ul ID:hA3xRN7kH8GY_sQsevncy2zOBnp-n7vUsPyAHUWe2LW2T?GbHLpOD7R9niteyX 2-5A 4-6-12 6-8-4 8-7-8 11-6-0 13-5A 15-6-12 17-8-4 20-1-8 2 -1-8 1--1-1--.4 2- 1 0 8 2-1-8 2-1-8 2-5-4 3x12 Dead Load Deft. = 3116 in 1.5x4 11 4x10 1.5x4 11 3x4 3x4 1.5x4 11 6X8 1.5x4 11 3x12 :- 2 3 4 5 6 7 8 9 10 4x6 0 4x12 :: 7x10 MT20HS7- 4x10 -- 2x4 11 2x4 11 4x10 = 2x4 11 4x12 -= 4x6 k 2-5-9 4-6-12 6-8-4 8-11-12 11,111-6-0 13-3-13 15-6-12 1778-4 20-1-8 2-6-4 11-9'- 1 2-2-15 1 1 2-1-8 2-5-4 01afe0firsets (X,- f8:0-3-8-,0--3---O-jt [1 2:0-- 3----0---,O--2-01 118:0-5- 1 OA-8 - 1 1 1 0-5-8 '0 1 - 2 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.83 Vert(LL) 0,5715-16 41 1 360 MT20 244/190 TCDL 110.0 Lumber DOL 1,00 BC 0.77 Vert(CT) 0.78 15-16 302 240 MT20HS 187/143 BCLL 0,0 Rep Stress Incr YES i WB 0,89 Horz(CT) 0,08 11 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MS Weight: 326 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* WI: 2x6 SP N0.2, W2:2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-21-2 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 5621/0-5-0 (min. 0-1-9) 11 = 499310-3-8 (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=-4045/0, 1-2=-977810, 2-3=-9778/0, 3-4=-22419/0, 4-5=-22419/0, 5-6=-25568/0, 6-7=-22315/0, 7-8=-22315/0, 8-9=-9866/0, 9-10=-9866/0, 10- 11 =-4063/0 BOT CHORD 19-20=0/1038, 18-19=0/1 8107, 18-21 =0/18016, 17-21 =0/1 8016, 17-22=0125568, 16-22=0/25568, 16-23= 0/25568, 15-23=0/25568, 15-24= 0/25568, 14-24=0/25568, 14-25= 011 8060, 13-25=0/1 8060, 13-26= 0/1 7962, 12-26=01 7962, 12-27= 0/1 111, 11 -27=0/1 111 WEBS 11- 1 9=0/9495, 3-19=-9104/0, 3-18= 0/1371, 3-17=014812, 5-17=- 3842/0, 5-16=0/1 393, 6-15= 0/1445, 6-14=-3955/0, 8-14= 014628, 8-13=0/1 482, 8-12=- 8892/0,10-12=0/9512 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 04-0 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) 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) 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 2-64, 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) r. 016- rims& 04*19r,*S I., 100" t- w kv-Wr 4 11101tIl Ulu, A 1*1 low, "Wl')l Anthony 1. Tornbo it:, 11 w. ."4 wwo I. it", .'4N rl, I.A.'Uoz 'seM i *'K-ok V W.. W I-} 'ec 4 0 „- '"083 w ..'ke lPE3 ml rxtw-s r**' O'k, 44" (.t," 4'q kM.emaVT' jwW" in "wt., *-0* P.. F"' 4451 St, Lucie Blvd, Ilk-. WOO It s ",,rwwet-' Mni, -,,I 01'410'4"'-K'A1111 Fort PO'ce" F L 34946 Ory"JM070164 lk"Ilmsti Ail*yl looiblil'i'l Replodoom III A') to,", 1s ploh*ttol *Acol ti wulltg Pemsuo" hom A I Roof lmlei, ARIfionyl lowtolll,pl IC9 FG0 4 If Trusses, Fort Pierre. FLUW, designi@ 3-4-2 6-4-7 3-4-2 i. 3-0-5 F 1 I 5x4 11 2 FLAT GIRDER 4x8 22 3 3-0-5 1W 1 26 27 17 16 is 28 12x14 5x10 ---- 7x10 MT20HS- 2x4 11 14 1 6-4-7 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0,0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No,2 *Except* WI: 2x6 SP No,2, W3: 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 10-0-0 oc bracing. REACTIONS. (lb/size) 18 4160/0-7-4 (min. 0-1-8) 10 = 4155/0-7-4 (min. 0-1-8) Max Herz 18 = -35(LC 6) Max Grav 18 4160(LC 1) 10 = 4155(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 1-1 8=-3594/0, 1-19=-9928/0, 19-20=-9928/0, 2-20=-992810, 2-21 =-9928/0, 21-22=-9928/0, 3-22=-9928/0, 3-4=-1 933 1 /0, 4-5=- 19331/0, 5-6=-1 933 1 /0, 6-23=-9912/0, 7-23=-9912/0, 7-8=-9912/0, 8-24=-9912/0, 24-25=-9912/0, 9-25=-9912/0, 9-10=-3588/0 BOT CHORD 18-26=0/1 134. 26-27=011 134, 17-27=0/1 134, 16-17=0/1 7135, 15-16=011 7135, 15-28=0/1 7135, 14-28=0/1 7135, 13-14=0/1 933 1, 13-29=0/1 7257, 12-29=0/1 7257, 12-30=0/1 7257, 30-31 =0/1 7257, 11 -31 =0/1 7257,11-32=0/1 133, 32-33=0/1 133, 10-33=0/1 133 WEBS 1-17=0/9184, 2-17=-723/0, 3-17=-7545/0, 3-15=0/1 111, 3-14=0/2303, 6-13=0/2179, 6-12=0/1 151, 6-11 =-7689/0, NOTES- 1 v 8.120 s Nov 12: hA3xRN7kH8G' li -4-14 K 14-10-0 17-10-6 ----- - 'i - 21-2-8 3-0-6 3-6-6 - 1 34-2 1) 3-ply truss to be connected together with 1 Od OL 13 11"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= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; 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=I A0 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 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) 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, Are 11599 o i 6 page I W45zKt>qN Dead Load Deg. = 112 in 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 426 lb down and 250 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5-0-0, 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 426 Ile down and 255 lb up at 20-11-12 on top chord, and 59 lb down and 64 lb up at 2-5-4, 45 lb down and 50 lb up at 3-0-0, 45 lb down and 50 lb up at 5-0-0, 538 lb down at 5-6-0, 538 lb down at 7-6-0. 538 lb down at 9-6-0, 538 lb down at 11 -8-8, 538 lb down at 13-8-8, 538 lb down at 15-8-8, 45 lb down and 50 lb up at 16-2-8, and 45 lb down and 50 lb up at 18-2-8, and 59 lb down and 64 lb up at 18-9-4 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=11.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-22=-185, 22223=-60, 9-23=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1 =-426 7=-208 9=426 16=-584(B) 14=-538(B) 13=-538(B) 19=-129 20=-134 21=-208 24=-134 25=-129 26=-59(6) 27=-45(B) 28=-538(B) 29=-538(B) 30=-538(6) 31=-45(B) 32=-45(6) 33=-59(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase= 1 .00, Plate Increasez: 1 .00 Uniform Loads (pin Vert: 1-22=-205, 22-23=-80, 9-23=-205, 10-18=-20 Concentrated Loads (lb) Vert: 1=-364 7=-181 9=-364 16=-531(6) 14=-496(B) 13=-496(B) 19=-1 09 20=-116 21=- 181 24=-1 16 25=-109 26=-46(B) 27=-35(B) 28=- 496(B) 29=-496(B) 30=-496(B) 31 =-35(B) 32=- 35(6) 33=-46(6) I- 11=-720/0 411=01q16A - 14) Dead: Lumber Increase=0.90, Plate kl TOO q 0 It. P4111tow r.!, ilf"I'd ..it, 100 t t" ef "'"" "a"I """n"Antilony T. I ornbo 11T, PE, 80083 4451 St. Ltici(,. Blvd, In 4'y loot, Iptok'h"o witlI wittteft ittiromloo lfomA I looffrm" Fott else, It 34946 A001 1599 WRCLGlC9_ FG04_ FLAT GIRDER I I __j 3 Job Reference (optional)____ kf-fk"&f Trusses, Fort Pierce, FL 34946, design@a I trusscorn Run: 20 s Nov -12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries: Inc. Wed May 2 09 11 02 2018 Page ID: hA3xRN7kHaGY—sQsevncy2zOBnp-FKTs3lzo2oeVgV5E1 ioqpYMFmXqGVKN61HSW45zKtx LOAD CASE(S) Standard Concentrated Loads (1b) Vert: 1 =-1 77 7=-1 01 9=-1 77 16=-374(B) 14=-370(6) 13=-370(B) 19=-49 20=-63 21 =- 101 24=-63 25=49 26=-6(B) 27=-5(8) 28=-370(B) 29=-370(6) 30=-370(B) 31=-5(B) 32=-5(B) 33=-6(B) 15) Dead + 0,75 Roof Live (bal,) + 0.75 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Inerease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Herz: 1-18=28 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 16=-159(B) 14=-197(6) 13=-197(B) 19=57 20=42 21=41 24=42 25=59 26=48(6) 27=37(B) 28=-197(B) 29=-197(B) 30=-197(6) 31=37(6) 32=37(B) 33=48(6) 16) Dead + 0,75 Roof Live (bal.) + 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: 1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Herz: 1-18=-7 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 16=-159(B) 14=-197(B) 13=-197(B) 19=57 20=42 21=41 24=42 25=59 26=48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-197(B) 31=37(B) 32=37(B) 33=48(B) 17) Dead + 0.75 Roof Live (bal.) + 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: 1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Herz: 1-18=22 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 16=-159(B) 14=-197(B) 13=-197(B) 19=57 20=42 21 =41 24=42 25=59 26= 48(B) 27=37(B) 28=-197(B) 29=-197(6) 30=- 1 97(B) 31 =37(B) 32=37(6) 33=48(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0, 75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1 .60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-22=- 136, 22-23=-61, 9-23=- 136, 10- 18=-20 Herz: 1-18=4 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 16=-159(B) 14=-197(B) 13=- 197(B) 19=57 20=42 21 =41 24=42 25=59 26=48( B) 27=37(B) 28=-197(B) 29=-197(B) 30=-11 97(B) 31 =37(B) 32=37(6) 33=48(6) Anhony T, Tornix) 11, P,F 80083 w A i N 1w N 1. rm'" .4 P41h., 0 M S"I" tinp wv' "V r'O'w 4 e, 0.-1 * P." P4., W 104- 1, W tln 0 V 1— 1— fn— * f— V.A— 4451 St. Lude Blvd, Foit Pierre, FL 34946 opy11110MWM 07016IMblholylAoMholll H, - M, dmmepl04Yfume 1 ptokbiled withtol the wl Ititto prim w. to. A I ROM TressesTresseszi 2-116-0 1-0-8 I 1-3-0 Dead Load Defl. = 3/16 in 3x10 3x4 3x6 FP:-- 3X4 2 A R a I 4x8 3x6 -300 : 3x4 3x4 -' 3x12MT20HSFP 4x8 - 3x6 - 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 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 = 1146/0-7-4 (min.0-1-8) 18 1146/0-7-4 (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=-490810, 5-6=-490810, 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=012159 WEBS 10-1 2=-2387/0, 2-18=-2396/0, 10-1 3=0/1717, 2-17=0/1 712, 9-13=-261/0, 8-13=-1 000/0, 4-17=- 1003/0, 8-15=-95/729, 4-16=-1 51/714, 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) 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 CS1. DEFL. in (loc) I/defl L/d TC 0.58 Vort(LL) 0.45 16-17 559 360 BC 0.91 Vert(CT) 0.63 16-17 397 240 WB 0.82 Horz(CT) 0.10 12 n/a n/a Matnx-S 9:0- 22 6 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104lb FT=10%F,10%E V-4 m— I aw 11r'5iS ,i'Zjjrqiijj, ra"4 4 t IKAW (453 A '01 jj[ to- 100 w ?$ 110 k, a P i'p— " s'-o' .'O—; A"m in F'r 0 pf'.d mv'.f 0 qq 0 W*"j mw k lop 4,0 1" P'.N" .4 rii,l- 0 M 10*" ("'o 501" W-M. VV, pw"tka 4 n' It 4451 St. Lucie Blvd, Ztilalpyr,jht(07016A 1kodkistjanlp[uFo,t Perce, FL 34946 AOOI 1601 FL02GE Floor Supported Gable - I jJob Reference (optional) FL 34946, design6altruss.corn Run 8,120 s Nov 12 2017 Print: _ 8,120 s Nov 12 2017 MiTek Industries, Inc ID:hA3xRN7kH8GY._sQsevncy2zOBnp-jWOEH5._Qp6mMlfgQbQJ', 1 2 3 4 5 10 9 8 7 6 4-10-0 4-10-0 Plate _Offsets _(X,Y)- f1:Edge,0-0-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40,0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10'0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 22 lb FT = 10%F, 10%E 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. BOTCHORD 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) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 4) Gable studs spaced at IA-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0,131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Anthoay T, Tcmbo I(;, P F. 4451 V Leue bq,d Fwl Opy'.qwt 29ilik IRWIN i Ap'lho'y I T-Wil pi, 16.46.... Who, I NO" III P I 0-1-8 2-6-0 1-3-0 1 - 1_04 1-8-0 1-3-0 1-" 1-30 1 70407 Dead Load Defl. = 3/16 in 3X8 3x4 3x4 3x3 3x6 FP 3x10 3x3 11 3x3 5x6 26 25 24 23 22 21 20 19 18 17 16 3x6 3x8 3x12 MT20HS FP: 3XI0 3x8 3x3 3x6 - 20-9-4 20-94 PlateOffsetsj2:Q-3-12,Edgel, [6:0-1-6,Edgel, (10:0-4-4-,Ed-gej,-[--15:0-1-2,E Id I ge 1 11 9 - : 0-3-0, 11 E - d - ge I 27: 0-1-8 0-0712 LOADING ( pst SPACING- 2-0-0 CS1. DEF L in (loc) I/ defl L/d TCLL 40.0 Plate Grip DOL 1.00 i TC 097 Vert(LL) -0A5 22-23 >549 360 TCDL 10.0 Lumber DOL 1.00 BC &94 Vert(CT) -0.62 22-23 >400 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 19 n/a n1a BCDL 5.0 Code FBC2017ITP12014 Matrix-S J LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T1: 2x4 SP M 30(flat) 3) All plates are 1.5x4 MT20 unless otherwise BOT CHORD 2x4 SP M 30(flat) *Except' indicated, B2: 2x4 SP 240OF 2.01H(flat) 4) Provide mechanical connection (by others) of WEBS 2x4 SP No.3(flat) truss to hearing plate capable of withstanding 103 BRACING- lb uplift at joint 15, TOP CHORD 5) Recommend 2x6 strongbacks, on edge, Structural wood sheathing directly applied, except spaced at 10-0-0 oc and fastened to each truss end verticals. with 3- 1 Od (0. 13 1" X 3") nails. Strongbacks to be BOT CHORD attached to walls at their outer ends or restrained Rigid ceiling directly applied or 2-2-0 oc bracing, by other means. 6) Gap between inside of top chord bearing and REACTIONS. ( lb/size) first diagonal or vertical web shall not exceed 15 = 76/0-3-8 (min.0-1-8) 0.500in. 26 1089/0-7-4 (min. 0-1-8) 7) CAUTION, Do not erect truss backwards, 19 = 1609/0-3-8 (min. 0-1-8) Max Uplift 15 - 103(LC 3) LOAD CASE(S) Max Grav Standard 15 = 204(LC 4) 26 = 1093(LC 10) 19 1611 (LC 9) FORCES. ( ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3489/0, 3-4=-3489/0, 4- 5=-4551/0, 5-6=-4551 /0, 6- 7=-4123/0, 7-8=-3132/0, 8- 9=-313210, 9-10=-3132/0, 10- 11=01708, 11-12=01705 BOT CHORD 25- 26=0/ 2051, 24-25=0/4290, 23-24=0/ 4290, 22-23=0/4123, 21-22=014123, 20-21 =0/4123, 19-20=0/ 1607 WEBS 2-26=- 2268/ 0, 10-19=-2436/0, 2-25=0/ 1590, 10-20=0/1704, 4-25=-885/ 0, 7-20=-1345/0, 4-23=01402, 5-23=-368/0, 7-21 =0/335, 15-17=-290/ 188, 6-22=-364/0, 6-23=-1391814, 12-19=-763/0 NOTES- 11 I InhAlancad floor live Inn& hqv(,. hp.pn 12,Edgel, (25: 0-3-12, Edge] PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:1291b FT= 10%F,10%E 41 WI(*q, " W' s" 1., 1- "'p )'-4 IN" wit, low, I I u f [ 1H.- %W, Wc' (14 1-10 . r. 190 141 'b' tax} eumpnws.i,*, —1r, Wm1 hany T. rbo :11, D9"o M, I N-q' o'4*.Wki,'q l4s wN TV 1 414.s 1, ftw""t, 4451 St, Lurie Bl.d, Cepnight & 20IE d l kept & nsaas - knthnnp t_ tem6a AI P.E. Repmductian of tkii dneua ent in any tora, it proklb{led whhom thn arined gezmissicn hnm A-! Boni ttessm - Anthonr L taazko III, h.€_ Foil Pl(jce, FL 34946 3x6 = 3x4 4x4 7 3x4 -- 3x6 FP-- 4x8 1- 2-14 1 0-11-8 Dead Load Deft, = 118 in 3x3 11 3x6 256 911 22 21 20 19 18 17 16 15 14 3x6 3X8 3x8 MT20HS FP 4x8 300 3x8 - 4x6 : 11-9-0 20-JP-12 25-9-0 i 146 0-94 9-0-4 0-1-8 4-10-4 rut offwfs(x, [_2:_0_-_2-12tF_qgeJft0-I-8,EdgeJ, 1 1 I I I - I 1 , _ 11 - I 17: 0-1-8,Edgel[1 2:0-2-, Edge], [16:0-2-8, Edge] 1/ defl 1-- 1 I I I t [ 23:0-1_-8,0-0-121, I t25: 0-1-8-'01-0-121 L 0 A D I N C S PACING- 2- Do- CS1 DEFL. in (loc-)- L/d PLAT ES GRIP TCLL 40.0 Plate Grip DOL 1 00 I TC 0.97 Vert(LL) 0.41 18-19 602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.98 Vert(CT) 0,56 18-19 439 240 MT20HS 187/143 BCLL 0,0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 15 n1a n/a BCDL 5.0 Code FBC2017ITP12014 Malrix-S Weight: 130lb FT=10%F,10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No, 2(flat) BOT CHORD 2x4 SP 240OF 2,OE(flat) *Except* BI: 2x4 SP M 30(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) 22 = 984/0-7-4 (min, 0-1-8) 14 365/0-3-8 (min, 0-1-8) 15 2173/0-3-8 (min. 0-1-8) Max Uplift 14 546(LC 3) Max Grav 22 985(LC 3) 14 = 82(LC 4) 15 2173(LC 1) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3032/0, 3-4=-3032/0, 4- 5=-3653/0, 5-6=-3653/0, 6- 7=-2997/0,7-8=-1745/0, 8- 9=-1745/0,9-10=-1745/0, 10- 1 1=0/2430,11-12=0/2428 BOT CHORD 21- 22=0/1822, 20-21=0/3605, 19- 20=013605,18-19=0/2997, 17- 18=0/2997,16-17=0/2997, 14- 15=-126610 WEBS 2- 22=-2015!0, 10-15=-2659/0, 2- 21=0/133'7,10-16=0/1931, 4- 21=-634/0,7-16=-1552/0, 5- 19=-401/0, 7-17=0/399, 12- 14=0/1 395, 12-15=-1572/0, 6-19= 0/1015, 6-18=434t0 NOTES- 1) Unbalanced floor live loads have been 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 14. 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. Strongbackstribe attached to walls at their outer ends or restrained by other means, 6) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard r. onwierpd for this dAinn W." 0W. h" b kor 1—M... 4 An,'hnny T, Totnbo ill, P E 1"V di4taDw-two'. OWT"s,,"l"",-,t".,4*..Ok..iw I - 5",F;q- . 4 4- 4451 St. Lude Blvd, Fort Pctce, PL 34946 F1 jj 2-6-0 1-6-12 1-3-0 2-3-12 1-7-8 Dead Load Den. = 3/16 in 3x4 3x3 3x3 11 4x8 : 3x4 -- 3X6 FP -- 3x4 : 3x6 11 4V IV 18 17 16 15 14 3x4 3X8 3x6 FP- 3x4 3X8 3x6 4x8 -- 5-11-4 25-9-0 1t-d-ge,0-0-12], 19-9-12PlateOffsets [2:0-1-8,Eclge]. [7:0 1-8,Edge], [12:0-2-8,Edge], [15:0-3-6,Edge], [16:0-1-8,Edg-eJ--,- 24:0-1-8,0-0-12],[26:0-1-80-0-121 LOADING (pso SPACING- 2-0-0 CSL DEVL. in (loc) I/de III L dTCLL40.0 Plate Grip DOL 1,00 TC 0,65 Vert(LL) -0,4315-16 >546 360TCDL10.0 Lumber DOL 1.00 BC 0,97 Vert(CT) -0.61 15-16 >384 240BCLL0.0 Rep Stress Incr YES WB 0.82 1 Horz(CT) 0.07 14 n/a n1aBCDL5.0 Code FBC2017fTP12014 Matrix-S LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except' 3) Provide mechanical connection (by others) of 132: 2x4 SP M 30(flat) truss to bearing plate capable of withstanding 125 WEBS 2x4 SP No.3(flat) lb uplift at joint 23, BRACING- 4) Recommend 2x6 strongbacks, on edge, TOP CHORD spaced at 10-0-0 oc and fastened to each truss Structural wood sheathing directly applied or 6-0-0 with 3-10d (0.131" X 3") nails. Strongbacks to be oc; pudins, except end verticals. attached to walls at their outer ends or restrained BOT CHORD by other means. Rigid ceiling directly applied or 2-2-0 oc bracing. 5) CAUTION, Do not erect truss backwards. REACTIONS, (lb/size) 20 163510-3-8 (min. 0-1-8) LOAD CASE(S) 23 135/0-7-4 (min, 0-1-8) Standard 14 = 1022/0-3-8 (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=011023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-384810, 9-1 0=-3848/0, 10-11 =-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-4851318, 20-21=-485/318, 19-20=011210, 18-19=0/1210, 17-18=013848, 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=011 717, 6-18=-273/46, 10-15=-716/0, 7-18=-1 330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been const(i,-,rpri for this (iesinn 26 6 9 PLATES GRIP MT20 244/190 Weight: 129lb FT=10%F,10%E Zt A c . r"Do, a R, pom(,w 'qaro-nJ Wrol Mq Anthony 1. Tofnbo 1: . 1, th, TOD W r# zm and rom"".1 R, 4,104 (."M Wy le-mwtrq pvnod 14 W TKI -ft..* I,- r4- rte is rls ac 4451 St, Lucre Blvd, Oppilfil 0 ID16 A I Root Imses AADeyl,lmholltp.f, hpoiwiDt Of Ihn comment, in O.y low.l 9,*Wed wIfcutibe.oaen ptfwwop tro" A I ROO lwlev Fort P-oce, FL 34946 A001 WRCLGIC9 IFL06G m-064-Trusses, Fort Pierce" FL 34946, design@al 11 - -11-3-0 - I 4x6 Plate offsets (X,Y- 7:Eage,al-el FLOOR GIRDER un:zi.izus Nov izzuitprint ID:hA3xRN7kH8GY 11- 2-4 1 4x6 6 LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Verl(LL) 0,07 10 999 360 MT20 244/190 TCDL 110.0 Lumber DOL 1.00 BC 0.63 Vert(CT) 0,09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 7 n/a n/a BC DL 5.0 Code FBC2 0 1 7 fT PI 2014 Matrix-S Weight: 53 lb FT = 10%F, 10%E 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (lb/size) 12 892/0-6-14 (min, 0-1-8) 7 882/0-3-8 (min. 0-1-8) Max Uplift 7 -39(LC 9) Max Grav 12 892(LC 1) 7 886(LC 4) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1886/0,13-14=-1886/0, 3-14=-1886/0, 3-15=-2444/0, 15- 16=-2444/0, 4-16=-2444/0, 4- 17=-1 801/0, 5-17=- 180 1 /0 BOT CHORD 11- 1 2=011 259, 10-11 =0/2444, 9-10= 0/2444, 8-9=0/2444, 7-8=- 66/1155 WEBS 2- 12=- 1545/0, 2-11 =0/80 1, 3-11 =- 712/67, 5-7=-1418/82, 5-8= 0/794,4-8=-814/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 7, 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0, 13 1" X 3") nails. Strongbacks to be attached to 4) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 203 lb up at 2-5-4, 129 lb down and 203 Ith up at 4-5-4, and 184 lb down and 203 lb up at 6-5-4, and 185 lb down and 197 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=11. 00, Plate Increase=1.00 Uniform Loads ( plf) Vail: 7- 12=-10, 1-6=-100 Concentrated Loads ( lb) Vert: 3=- 114 13=-1 14 14=-104 15=-104 16=-1 14 17=- 104 18=-1 10 walls at their ni itnr ands nr restrained by other 41 W-4 N p*o" T * d"Vo N'", tw, 04,14 "* 100 I-*KI An'hony T I omh :11, P I- v" 'WOONIM, 0 14, T- J.6, i+,j x", ..001,. W Wq N a 80083 ft V*n a"T., . Uw-m P 11. IN 'A W pwn M Y.N- 0 W 4069 r.'" W}P,%tW . TA n4 30 f r0-4* ?,—,: s4— TVI 0*, *1 W 4.110 1, 1 ),,,p f.". .4 r,- 4451 $t. Lude Blvd, 0.f"004 ' o,t P erce, H- AQe6 q,ribil 011116 A I toll Imm Wheq 1, Tomb III, P1. lItplod"(1io6 of lh,i dow-1, m Py tv m, i, p*b ltd ahcul tht .,no petwisibe 11 om A I Root Im sts A Atho, I . I-t. III, tut, Job - WRCLGIC9 At Roof frus 01118 26 25 FL07GE I Floo r Supported Gable FL UN6, design@altruss.com " I ',- - "? gn@a1truss.com UM Run8.120s Nov ID: hA3xRN7kH8GY 3x3 Job Reference (optional)A001 1 606 s Nov 12 2017 Wfek industries, Inc. Wed May 2 09 11 06 2018 Page I 2zOBnp- 75iNv601619x96P?GYsm—OW2Z8KFRLLhgvQiDszKbgj 0111- 8 24 23 22 21 20 19 18 17 3x3 Plate Offsets (X,Y)-- f1:Edge,0-0-1 21 _127-0-1-8,0-C LOADING ( pso 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 FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No3(ffat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, 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) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0. 131* X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 16- 1-0 16- 1-6 0- 1-6 0-0-12 CS1. DEFL. in (loc) Well L/d TC 10.08 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 Z9 16 15 14 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 10%F, 10%E A 1110n1, Tombo U', P t- iq ..... 4451 St, Lucie NA, Oth.yl kmWil'1`1 Fa, F344AEtq 0-1-11 22-6-01-6 _ -0 -1-0 1-6-0 0 -8 H I i Ili Dead Load Deft. = 1/16 in 3x6 3x3 3x3 3x6 2 3 4 5 6 7 8 3x4 --- 3x6 - 36 - 3x6 - 16- 1-0 16- 1-0 Plate 11Offsets _(X,Y)-- [11: Edge,0-0- 12] J1 0:0-2-0,Edgel,_ 113:0-2-8, Edge], [15:0-1 -8,0-0-1 2], 117:0- 1_-8,0-0-121 0 J— LOADING ( psf) SPACING- 2 0 CS1, DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 1 Plate Grip DOIL 0010 TC0.58 Vert(LL) 0. 18 10-11 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1,00 BC 1.00 Vert(CT) 0.25 10-11 770 240 BCLL 0. 0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5. 0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT = 10%F, 10%E 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; purlins, 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=- 251910, 3-4=-2519/0, 4-5=- 279110, 5-6=-2536/0, 6-7=- 253610 BOTCHORD 13- 14= 0/1 578, 12-13=012791, 11-12= 0/2791, 10-11=0/2791, 9-10= 0/1607 WEBS 7- 9=- 176310,2-14=-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) 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) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard I %,. q I" d, b", WN kek.1 1 IMI ow— aold 11*11% 1 Doh-od 41 ,,, h." fq"O'ia 49c:alti irywea, e.Mapf Ww'iW, —ll— 914 rjr,Aw eat.erugraymdllni W W AT'"k >q, Uv"A 04t IK I, 'A. Ik I Anthony I Tombo 1U, P.F. a 100834451 St, bide Blvd, rmt Mei(,e, Ft, 34946 opyi,010?016A lballmses Whoyl,lombollIJ1 llleoflmws 1-6-0 If 2-2-0 1-3-0 3x6 1.5x4 11 3x3 3x3 1.5x4 11 Dead Load Defl. = 1116 in 3x6 == 1,5x4 11 o 1z 11 10 9 3x4 3x6 1.5x4 [1 1,5x4 11 3x6 = 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 i Rep Stress Incr YES BCDL 5.0 Code FBC2017fTP12014 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 purlins, 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=0/1 551, 12-13=0/2707, 11 - 1 2=0/2707, 10-11 =0/2707, 9-10=0/1552 WEBS 7-9=- 1716/0, 2-14=- 1715/0, 7-1 0=0/ 1007, 2-13=0/1 0 14, 5-1 0=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0, 131 " X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 4) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard CS1. TIC 0.62 BC 1.00 WS 0.48 Matdx-S 1—V- . 4j DEFL. in (loc) I/defl L/d Vert(LL) -0.18 12-13 >999 360 Vert(CT) -0.24 12-13 >763 240 Horz(CT) 0.05 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 1 O%F, 1 O%E s"A UNIA, lfw t -OTIQK 0",*, a s,4,.as1W,;w W wev„ , 4 s, N! f t k,*— ae 047AI^srF me Met', h w 0 "14 T— fqo4 . n, in "o, W is, IN 1,110.1 If k V.", A-WN N" 1 Anthony 1, Tombo IF, P z 80083 z4451Sto LuPIAt t2016AIRolI's Aelhoy I f-ho III, N, ktpdiwe 0 lho emse,sl m soy I.- , P040H vilke'l Ike x, ll'o 11- A I kod I hihoy 1. I..bo ill Pj '(W P11IT(e, H 34946 WRCLGIC9 FI-10 Ficgr 13 1 1 J qb Reference tiona!) A00116091RefeTe _ (optional) Al Rodf'frusses, Fort Pierce. FL 34946, desianOaltruss.com- Run: 8.12Q s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 09: 11 07 2018 Paqe 1 7 6 0-1-8 1-5-0 2 314— 2-6-0 a 1 3x3 11 3x3 3x6 0-3-0 4-5-0 03 --0i A-2-6 Plate - off sets (X,Y 11 -0 [:Edge,0- - 1 - _2]11 [ 610- 1 -8,0-0- 1 1 " 1 2] LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40,0 Plate Grip DC 1.00 TC 0.78 Vert(LL) 0.00 5 .... 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO W6 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matnx-P Weight:_25 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SIP 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 3- 4=-299/0 BOT CHORD 4- 5=0/736 WEBS 2- 4=-810/0, 2-5=-951 /0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 01311" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3) 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= 11.00, Plate Increase=1,00 Uniform Loads (ptf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 ij W- 4 e ";id[r'(iVuAuK*x1i rS&(, 0 ' c AjC,E%4fVt— PVTO . V IW W, -# 1K I '* Out, et.; An hony T. lombo :11, ;) F, WWKI w atowa"'.dlw 1"imt'4 w", .z80083 4451 St. Lucie Blvd, W. m tom k' mq kT 61 tw-y VM 4, Ej— i, M ' 1.4.1 hij. " N!. 4"I' E'V- v .1 .04 *'W'Wr4 44'0u tp I Pod: D!efce, FL 54946 Pnqh1V 20164 1 beflmus PJ' Repo6etw ohhixlommem, in oaglofm, isprohlOPi .40#1 the "Pen perm",.op hom A I h9fl,,,,es kohn! I le4ollLPA. A001 1s101 * WRCLGIC9 FL11 i- Floor I------ Al Roof Trusses, Fart Pierce, FL 34946. design@altruss corn 0-1-8 1 1,5x4 11 1-3-0 3x3 --- I 1", 11 1 3 - --- I -- 1 1 Run 8Q0 s Nov 12 2017 P64 8120 s ID:hA3xRN7kH8GY sQsevncv2z4 1-1-0 11 4 6S 1 xtKHonG_Bq 5X6 - 5 1-0-41-10 1 3x3 4-1-0 4-5-0 4-1-04-0 Plate Offsets (X Y-[6:0-1-2,Edge 1 1, [1 0:0 1 - 1-8,0 - -0-121 - ------ LOADING(plf) SPACING- - 2--0---0- -- CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1-0 TC 0.12 Vert(LL) 0.02 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.03 6 >999 240 BCLL 0.0 1 Rep Stress Incr YES WB 0,11 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 i Code FBC2017fTP12014 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 21410-3-8 (min. 0-1-8) 9 214/0-6-14 (min. 0-1-8) Max GFaV 5 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max, Ton, - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Weight 24 lb FT = 10%F, 10%E scot .,*,! td—rkwtxr— W, . —0., 0 N F*'0.0 o4w'q * M W'r 0 0, t,qi' It twmt . Is, To "o Y*' tM I '' 0'" —V. 4" 11.0.1 10010", An-hony T. TDinl)D !U, P W.,TKI 'lou0V'T W" 14 1.14", 0"Ve:W'o 0 ro K x' T' 80083 ki w r. W.4 1. ;,-,'W r0loo, 11 ftt-ftq(oq $0,11 v4-.":KT' rw,w " M '440 —0-01% r.. P4., 4451 St. Lude 61,id, ls r Fort P:erce, FL 34146 hilomy I, Tomb. III, PJ, hisiolo(liom of ibis 4w.simm, m osty 1,,m, is prob,biled.4host tht wrtim fitmisrom from A I Roof T'-'iZE ", AOOI 1611 WRCLG 1 C9 _ _ _ [FL12GE I GABLE _ I—— --,"-----I IJ 1 1 Job Reference (optionmlj _ ____ At Roof Trusses, Fort Pierce, FL U46,_design6aftruss.corn Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc ID: hA3xRN7kH8GY—sQsevncy2zOBnp-bHG16S1xtKHonG_BqGN 2 3 4 10 N 8 7 6 5 1- 470 2-8-0 4-1-0 1- 4-0 1-5-0 Pole Offsets Y, [I:ge,O J, [9:0 (X, Ed ti 1:0-1 -8,0-0-121 ALOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1,00 1 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 FBC2017fTP12014 Matrix-R LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 20 SP No,2(flat) WEBS 20 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) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0131" X 3") nails, Strongbacksto be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 II Weight: 20 lb FT = 10%F, 10%E ft. j r- rw' 1 IRV !M!: XR fW !"W t „1VJKr, HAQW0K.,Wr * 1 2 om rwrnrtt c.0 11a, N'T V...; .11" 1 1.4 % P [ N*.1 N't io., se 2w 0.— iv'( . % .1! I W Anthony T. Tombo 111, P1 4451 St L "oe Vlvd E F;)wue' R A946 10mb011 III, 4- p,odvto1N,d,owo morylv. lbdhu AIWAVI I.MWII PJ Z I 2x4i 3,75-11 3-5- - It__ inLOADING (psf) SPACING- 2-0-0 CS, D-EF-L loc) I/defl Ltd PLATE - S GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0,14 Vert(LL) 0.01 4-7 999 360 MT20 2441190 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 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 i Matrix -MP Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4SPNo.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purfins, BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, MiTek recommends' that Stabilizers -and I I 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 = 70(LC 4) Max Uplift 3 45(LC 8) 2 1 35(LC 4) Max Grav 3 80(LC 1 2 243(LC 1) 4 58(LC 3) FORCES. (lb) Max. Comp,/Max. Ten. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd= 1 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb 6) 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 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 7) 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 lncrease=1,25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, 8=-3) I — .1— -- --' , 41 t..4 0-IRan *hang T. ToM P.E.I '4,0"'94, D6.'#.!4W 0 % 4", q," W*q' x4" "MU. W ..! "t 0 bo TIT, 104 ' 41V pw- P46.4 m $004 (.pm ww P1 ot AUayeaan 80083 4451 St. Lucie Blvd, Fort Pierce, FL _W946 1-5-0 4-2-3 I- - - - -- - "I "I',-,' - - --"- I 2x4 -: LOADING (pso SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 10.0 Lumber DOL 1,25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WS 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi Tok recommends ---- -ththat Sta bi I i z e-Fs and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3 100/Mechanical 2 269/0-10-15 (min. 0-1-8) 4 52/Mechanical Max Herz 2 79(LC 4) Max Uplift 3 63(LC 4) 2 196(LC 4) 4 42(LC 5) Max Grav 3 100(LC 1) 2 269(C 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=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; End., 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of 4-2-3 4-2-3 DEFL. in (loc) I/defi Li'd PLATES GRIP Vert(LL) 0.03 4-7 >999 360 MT20 244/190 Vert(CT) -0,03 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9, and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 7) 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: 8=-7(F=-3, B=-3) Weight: 15 lb FT = 10% Arohony T. Twnbo:11, P L ad,u0f- or . t." " two "'W'du4s. 0 IN, 4. %, ii— , ft-izuto,", knout Ds,fw I N sor 0 to In' 1. C .4 A, I" k,#,q 4, W r" I a Tio"40 osofw! Not 0 In T— .1" §," out 4"r 0 Z 80083 4451 StLude Blvd. Fart Nme, IL, 3046 opyt. 110 0 2014 A I k0of boosts Anthopy 1, fourths 111. P1, Repoilultiois of too, imuritiol. 14.4y totso, is pirishilooted without ht *fonts jotimossof hout A I Roof Tom" Apthitsot 1, foists 111, P L 1-b-0 1 4-11-0 4x4 it 1,5x4 11 3x4 6 4-11-0 4-11-0 91-10--1 4- IPlateOffsets -Y)--_ [2*Edge?0-071] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in to c) I/de III L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0,04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 038 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 44 lb FT = 10% 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-" 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. Mif'ekrecommends that Stabilizers and - required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, ( lb/size) 5 155/Mechanical 2 468/0-4-9 (min. 0-1-8) 6 323/Mechanir-al Max Herz 2 169(LC 22) Max Uplift 5 78(LC 4) 2 232(LC 4) 6 68(LC 8) Max Grav 5 155(LC 1) 2 468(LC 1) 6 = 323(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-269/66, 3-13=-755/158, 4- 13=-699/165 BOT CHORD 2- 15=-257/697,15-16=-257/697, 8- 16=-257/697, 8-17=-257/697, 7- 17=-2571697 WEBS 4- 8=0/255, 4-7=-749/276 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=I 16mph; TCDL=5.Opsf; BCDL= 5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCW0, 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1 .60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 78 lb down and 95 Ib up at 1-4-9, 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 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 14-9, 10 lb down and 9 lb up at 1-4-9, 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. 7) 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: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16= A(F--2, B=-2) 17=-54(F=-27, B=-27) Zt W'" An1hmy 1, iornbo 830f3. 7IE, E. fit ., J— , ICT "h f.414 0'v" 4451 St. Wrs( Blvd. Wholvi. lombollIJI, ktil(Wodiop of lh,} dommmm ri onyfu"I pfoh,biled ilhtl the onea pfm iofl Imm A-1 Roof I'me, o,t P'e ce, FL 34946 WRCLGlC9 IJ2A I Jack -open A001 161 a 1 truss. corry Kun'tilzUS Nov iz;euitvnntid.IZUSNOVIZZUIIMII ID:hA3xRN7kH8GY — sQsevncy2zOBnp-OWIL 1-0-0- Z 0 1-6-6- f __ - __ ___ -2-6-0 2x4 09:11 10 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 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 BCOL 10.0 Code FBC2017ITP12014 I Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Maek rece),mme rd-s that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 3 56/Mechanical 2 170/0-8-0 (min, 0-1-8) 4 29/Mechanical Max Horz 2 = 58(LC 12) Max Uplift 3 = 34(LC 12) 2 = 60(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= 1 50mph (3-second gust) Vasd=1 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=I 5ft; Cat. 11; Exp C; End., 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) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of lo [.I,- sr"40' te'_: -".o 100 W'M' 0 N W ts'r s k Nn t"'I'l . 6, U .4 M* III I 70t 0"p ."" 4*,q mew 'OwkAndiony T. Tomb, 'IT, P.E. 0' oee W44 .4, lesiMMM Nd 0-y tA* We. ^xyatuNm0 ft VaAN h - A, — x 14 TOD W N pw"-" on We" ".w W" 10 r""W 4 IN W WA .' A-0 1. F., r'A., To'] M., .4 oc" .1 V I"', ki'lo. , I - )""p "_ .4 1— 4451 St. Lude Blvd. F,), t P4,ice, FL 34946 AMSUOY11. 4.11TH, Itpoeleciop of this lowsenti... coy Not, i, prohibited wdhovl the xnhe, pvoomioo hom A 11'.1 hrwt 0-0 2-6-6- 3x6 3 2x4 1,5x4 11 2-6-0 LOADING (pso SPACING- 2-0-0 CS 1. DEFL. in loc) Well L/ d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 000 8 999 360 TCDL 10,0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(CT) 400 4 n/a n/a BCDL 10.0 Code FBC201711'PI2014 I Matrix MP I LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 or- bracing. MiTe k recommends that Stabilizers - and -- j requiredcrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. I I REACTIONS. ( lb/size) 2 164/0-8-0 (min, 0-1-8) 4 603/Mechanical Max Horz 2 67(LC 9) Max Uplift 2 64(LC 8) Max Grav 2 164(LC 1) 4 = 603(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 34=- 580/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Ops(: h=1 5ft; Cat. 11; Exp C; Encl., GCpi=O. 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) * 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, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inerease= 1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 3=-525 12 0PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% W - I— A. tt ar 4 4! Aithony T, ionft IN, P.E. 4451 St Line Blvd, Zt (6Pp9MZ;70!6AlkWtmwi ltpokl- 04 th's W."s poh,6W w4.1 th" —110A ptmS- 1'.. k I Roof Ilw" WhORYTA.-b.111PI H 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 l3CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrPI2014 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) 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=1 16mph, TCDL=5,Opsf; BCDL=5,Opsf; h=l 5ft; 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 kO plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 20 3-0-0 CS1. DErFL. in loc) I/defl L/d PLATES GRIP TC 0.14 Vet(LL)O.01 4-7 999 360 MT20 244/190 BC 0.14 Vert(CT) 0.01 4-7 999 240 W6 0.00 Horz(CT) 0.00 3 n/a n/a Matrix - MP Weight: 11 lb FT = 1 0% 5) 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 U. 4 1144FIKS& oi,*! 41, ft;.p Poona", W ,A W-4, I kootof I t l Wrd-," "0.6, 0 sutra <px< 41 toa ,wtr-O4r tte IN 4 -04, 41, 1 sResgs lq- kI i-O, i*;totv: or, .0 R -q"tw, . -r- 0 M "0."" "f-n ay#stMl4t 4, 14 W1, i. , INN, "Or M 4. t",V ."", het.;;atoms. lmbo 0 *o It- *- It"" e 0 tot ,w5wtNa- r. 0-'s ,swm," '. Weert Nq.-aria w a ta to INa; W 0. 1.% t0r:0, .6 [K I 'k "r- d 11, V t4 . t" , 0 w I,- 'I" W*q, VW 400. W kn, "0 AnIhopy 1 0 90083 U, PF Pot4 4.; i '"' AP r. Ito W I" VA", .4 1.4to-f It, 1.464 rw" wt,,, 1-.-:9 7, VM.1W " it.4 WX -0 1 0 It I- p4.1 to I W. 1, i 4- VA14" . .11 4451 St. Lucie. Blvd. Fort P,et(p, FL 34946 ZE kepmelwoto, of tleo h(mot. rn.oy lVot, " pok,hoed .4041 the -"to pemwo. 1'.. A I preol T-w WhDAY11-tolltH, 4x6 11 LOADING (pst) 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 No.2 BOT CHORD 2x4 SP M 30 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied, 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) 4 = 17911VIechanical 2 342/0-3-8 (min. 0-1-8) 5 = 94/Mechanical Max Herz 2 156(LC 12) Max Uplift 4 131(LC 12) 2 = 92(LC 12) 5 2(LC 12) Max Grav 4 179(LC 1) 2 = 342(LC 1) 5 131 (LC 3) FORCES. (lb) Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/107 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 7-070 CS1. 1 DEFL. in loc) Ildeft L/d TC 0.95 Vert(LL) 0,21 5-8 394 360 BC 0.49 Vert(CT) 0.21 5-8 393 240 WB 0.00 Horz(CT) 0.05 4 n/a n/a Matrix -MP 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 26'lb FT = 10% 4451 St, Lucie Blvd, OP1.91II(i) 2016A 1 90.11mm ArtilioRyLltrerbollIJI Reporloam of M, 40Y form, is Prohibited without the wlitleepermtWoofiorrA I Ill. , koollmsiesAothoovLTI, o P t' aot Dler(e, Fl- 34946 rib 1C9 IJ7C A0011619 trllss.conl 4x4 '--- Run: 8,120 s Nov 12 2017 Print: 8,120 s ID:hA3xRN7kH8GY_sQsevncN 7-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 3-6 395 360 TCDL 10.0 Lumber DOL 1.25 BC OA9 Vert(CT) 0.26 3-6 341 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 BRACING- LOAD CASE(S) TOP CHORD Standard 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 Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 - 297/0-3-8 (min.0-1-8) 2 - 201/Mechanical 3 = 97/Mechanical Max Horz 1 - 150(LC 12) Max Uplift 1 = 71(LC 12) 2 - 145(LC 12) Max Grav 1 = 297(LC 1) 2 - 201(LC 1) 3 - 140(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 018 Page 1 RWzKbgD Dead toad Dell. = 118 in PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% wxy ttrrsrdarryN. rrnr.W'Att9Grfl.SFSrSttEM'FF.{litk'r rEtN$6(?uE1iIC S (1ti5M anrr; l;ldC?r':€f'#tEAilaa VTdfku#rra#adl,,W,, .A,t. il,,,,:1,,4Vkrvey{fC£r ror tk A4.1 l lsma lii, 11 too.,%w"I e.' 40esi iew"""'t arir 100.. M Iri raasur yra fal:s Ikrtt rl4 tsk nM/4: r: »s OrsM 6garz rr.Sx-uor Gaax.Ye urlxm, tDO tprcafsaanzm;e rlM akrs:laq ee#;ke ,# esraultlni'a tad :gv 2':M urp I. sW-W hr ioD alr.»Mp t#I. 'k kupx ess»mgra! rr:r:axna:. unMliy An*pony T, TQt bo ili,',E. W aedtusf Y rlPnfrtrk sravbondhx 7+ex.meQ»ar:saew tee,al e rk talk}Drrgra mpr taknAla lK. ae!4: adN MmlxQ;,e rk as rx!'k rta ,leu'bp aN a.11/rfM nu.a1,01 Md*q a'w o.mo. Wkar¢a4a 1., m"".w N0 me Pn eersp . a , « 80083 WMti r sx loom or otun ad x-lNekog(xdsn6,mpmbnt% WlCxesexemxtmnmAatrlaras,mtsaawsrtln:fkslprhes n tgaafr.rM,nrxa!rs. g451StLucie Blvd, re.rse# rtiea Nv#rf xt r}rref wr a.nn»tkdl rra rs rasi ei lulusaq'ite ris#CI>`e teftla#5es,grx,xlr.s<.Mex EMrarr,'at aAmy. 4li cy:rrf e•ai aenddaef ra tFl1. F>}rE pierce, PL 34946 CopytilthtC,2016AIRootlimm AolhuoyLtombolltP.i. RtprodunionoflRisdoeumtni,imangform,uprohihitedwithouttheKvireopewssion6omA-1RoofImm Anrhoo,,Llomholll,P-t. 1.5x4 II 3x6 11 4x6 -_- 6x6 -_ i 3-6-0 7-0-0 3-6 0 i 3 6-0 Plate Qffsets (X,Y)-- (1 0 0.00 2 14j, j5 0.4-8,0-1 8]_____-__ LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) f/defl L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190TCDL10.0 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/TP12014 I Matrix -MP Weight: 40 lb FT = 10% 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. MiTek recommends that Stabilizers and 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 - A22(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) This truss has been designed for a 10.0 psf 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) 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. 7) 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) 7ztA.T,J 9ft lW,, 4 Mf "k gf at ftPSft <:.r 1k1 kM 1i4t9Tl M{ D "M;"pJ'P ApJd T Cx: (: t 4N4 ex tMF'Ifi!!i sN tt#Mlt4 M'N tibmp DtxH1"1@;. Rk ggJ (pgpl=.g g.teNf"lbd 9ektf e. dt,i iAl!n SMtERffib1 ,tli M t1 uestx pbfes Peak sHmrM ifs t dte k;tt=nw,;!< MtPT aL 0 M xr4 isYterns ct ategNuedhgertnsrca xPuanwa esptny»1a. ka s.4sdae siaPfe kN SESet Dtd, rree!!tP!. fat ftsysn rak!xes:+at:. yy±n ue ,;st.clxa€mkai.,!#reNwsx MdtatD,te nt w,>.na„ PPgnw %m:3: a P;aaexa:nt a pP(aAs e(Y.g: vwr ni. t,yt,.d Pt D„tw,et a dntt ,atnngrw r. o-ktEtzwdrtx!ag au»t :ia A,Chony T-. 7arnbo tCi, f'.E, q tMexg lMsygP Mi ext!.m. sll mtrs dnt AeF-MS»en eH grax xsptMtarpryPy yt Sid ..,pyA (, v+d ktb:HtN{g tb 6xerce kytecti ga9tmet iii H4pt ne t:Mmi+l..es andlA ttdAtP st Ca: .`s; Esgi?tivaa aC:lxn PiMAM«u.,a'rtss µ8DO83 t ,=u kfuHwt[evtrl tptet qn .,.erittr„t ts edtea ;ae "Puryrh ue ..at 1e 1064 N'cw'.,;' nt.,ao-fgg If .1 t«t".(t,, esxhw Ir,t. 4451 St. Luop Blvd. 01'-i ree" H 34946cfytigdl °2tli6 A-1 taal finssts-Aatkua}t. tam9e l(L PA,fepia0anioa al (hfs daaanug is anv (arm, is ptoh]@itcd+rtikoN l6e mineafmatissian lrem Al feat lru;cesAntAaar [. tamdo {iG P.E. WRCl,GlC9 I Vo.,, I Valley 11 i 11 A001 1621 1 6 truss,com Hun: zs, i zu s Nov i z z( ID:hA3xRN7kH8GY 2-0-0_ 4-0-0 2-0-0 2-0-0 2x4 -- 5,00112 2 3x4 - B 1 2x4 - 0V1 3 1 1 1 - 1 1 - 1 - 6 Plate Offsets (XY)[,0-20Ed9ej LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 III TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 110.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC 201 7/TPI2014 Matri X-P Weight; 10 1 b FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-0-0 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 = 100/3-10-13 (min. 0-1-8) 3 100/3-10-13 (min. 0-1-8) Max Horz 1 = 9(LC 13) Max Uplift 1 = 29(LC 12) 3 29(LC 13) Max Grav 1 100(LC 1) 3 = 100(LC 1) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; 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) 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. W." NoUw#' if— 101 VNI TIM 7' Jr" Otth RW t .W%A$ %51 11 "Wif" AW*UWkr 1". inN 6"'r .4'nf oo, 1,' Nvr o—f JN .4 . 4.—: l0.4 W. t A" m W 0--. Vo . o, TM 0— N 0*, '"'1 h'k* ot Xln f, 01 klfl3uqy T. lornbo 117, P.E. Z 80OU 4451 5(. LuCle elvd, Fw! Ps(rw, R 34940 r, oQW C, 2014 k I Roof f-w 'p4oY lo- poh6t'd Aotolht .'tw P'-S"oo lom A I toot bo.... Aothopyl 0 1.011 rt.t 4-0-0 5 001 12 2x4 4 1 .5x4 11 4x4l LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 TCDL 10.0 I Lumber DOL 1.25 6C 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WEI 0.07 1 i Horz(CT) 0,00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers an I d I required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide., REACTIONS. (lb/size) 1 = 128/7-10-13 (min.0-1-8) 3 128/7-10-13 (min. 0-1-8) 4 263/7-10-13 (min. 0-1-8) Max Horz 1 = 24(LC 16) Max Uplift 1 = 53(LC 12) 3 57(1-C 13) 4 44(LC 12) Max Grav 1 128(LC 1) 3 128(LC 1) 4 263(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=O. 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) 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1, 57 lb uplift at joint 3 and 44 lb uplift at joint 4. LOAD CASE(S) Standard 2A --Z 3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% W! kithopy 1, Tombo IF, P.E. ti "I" WN 1 10 W .44- 0 N f'n 'WW .4 "'n M 80083 4451 St Woe Blvd, t FW FL A940Py"qhlt; 2016A I N06"'s A'00W 1`1 TOM6111,haflf""i Z"" `-" 10-4-0 04 5,001 12 1.5x4 11 1,5x4 I I 2 ST2 ST1 ST1 5 M77707, 8 7 6 2x4 1.5x4 11 1,5x4 I i 1.5x411 2x4 10- 4-0 10- 4-0 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 0.18 Vert(LL) n/a n/a 999 MT20-- 244/190 TCDL 10,0 Lumber DOL 1.25 j BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10,0 Code FBC2017ITP12014 Matnx-S Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. w- - I Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-4-0. lb) - Max Herz 1 = 36(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=- 121 (LC 1), 6=- 143(LC 13),8=-143(LC 12) Max Grav All reactions 250 lb or less at joint( s) 1, 5, 7 except 6=331 (LC 1), 8= 331(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4- 6=-230/350, 2-8=-230/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 101 Vult= 1 50mph (3-second gust) Vasd= I 16mph; 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) 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Ot=lb) 7=1 21, 6=143, 8= 143. LOAD CASE(S) Standard Anlhmy 1, Tombo IF, P.E. 4', 9.4w xagits, 4451 S(. Lucie Plyd. Fo, Pj fre, Ft 14946 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 6CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT 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(!-C 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= 1 50mph (3-second gust) Vasd=1 16mph; 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) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain 2x4 Csl. DEFL. in (loc) I/defl Ltd PLATES GRIP TIC 0A2 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.05 Vert(CT) h/a n/a 999 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix-P Weight: 8 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard IX W. Anthony T. 7ombo 11, P.E. V-114014 W, Ttl; 4451 SC. Lucie Blvd TOM6111,91 F(I" NOV(,, q, 34946 LOADING (pso 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 FBC2017fTP12014 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. 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, I REACTIONS. All bearings 4-11-6, lb) - Max Herz 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= 1 50mph (3-second gust) Vasd=1 16mph; 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) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 3 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. 5-0-0 5 2x4 1.5x4 (i CSL DEFL. in (loc) I/defl L/d PLATES GRIP TC 0,12 Vert(LL) n/a n/a 999 MT20 244/190 BC 0,06 Vert(CT) n/a n/a 999 WB 0,00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Ot=lb) 5= 104. LOAD CASE(S) Standard IT 14—4110-1-T* **1 0-P 0- -Fli 11- T" Fk"ArIthony T. Tombo 11'4, PE W W—dro' V;.1t.9 4" W '~' 0 * Ir, N V W * 1.0 " 10 W R I t' "-1" 0 *' IN W 0 lu 1"', .0 V.,4 'Wo 0 ' ""'4A 0 80083 4451 9, I -Lim, PqydtF(0 Pkffcc-, Ft A946 Pt I Twho III, PZ JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLO I AAw A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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. Attach End Jack's w/ (4) 16d Toe Nails @ TIC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TIC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC I I ttach Corner Jack's tl (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) ij ( COTMi - — - — -- IJnLo M, P.E. 445 1 ;t, Ili, gwl for, tov, Imm, Wkop I imbi 01 t I FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL ( STDTL03 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL. 34946 772A09-1010 ALTERNATE QIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. 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 ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES R 24' O.C. 2X6 DIAGONAL BRACE SPACED 481' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IDd 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 S) - 10d COMMON WIRE NAILS. END WALL 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, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.13I' 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 TRUSS 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 UKAL TRUSS TI in 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 STDTL64CONNECTIONDETAIL 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 DESIGN DRAWING FOR UPLIFTS. 44 1 0- 11 NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- Q.C. OR LESS. All ROOF TRUSSES 4451 ST LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION, SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' Q.C. A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE-I.00K 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 PURL IN 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. ot 0 h", w kod" wv 4w'& 0 St Woe BI'dZE 'V"i 01014'1alv 411111_O" 11 . 1, 64 111 pi itp tom mof P 1wm Ffotiiw #uf ft -on pvmmm' h 41 k I voof 4 1,1 at P f cit tetce, !i 34c,46 JUi-Y W, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 A-1 ROOF TRUSSES I I IZT I I V-WQlX/n FOE SECURE WI( ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W1 TWO USP WS45 (1/4- X 4,5") WOOD SCREWS INTO EACH BASE TRUSS, 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. L 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 3112 MAXIMUM 6/12 CATERGORY 11 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. Anthony I T,!H,Pl rk" Arwf' z 8008,1 4451 Ulcw Nvd R,4t '>sum, FL 3494( A.*iy ],Tomb. 114, H. Ara.,71 TomwIll p't FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECUR W/I GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. 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 DETAIL A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5, BASE TRUSS SHALL. BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6, NAILING DONE PER NDS - 01, 7, VALLEY STUD SPACING NOT TO EXCEED 48" O.C. jl J r r VALLEY TRUSS BASE TRUSSES TYPICAL) NO SHEATHING N.T.S. 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 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1,60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.G. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES, INTO EACH BASE TRUSS. mot Nw;Sxe+¢t lb`'S it.eii 1 S 6 1.'kit iM1t t1$7 +4K ne:T C!"z!tl B :e;..i`.n yr+. ewle s rrcs wt s x*erwttrSas s rrp+c.wy'1Lh mst. t ea,t rrAsr .+I ha«aeaa i ene +klAr ae, .rss slus+n+h i--,. c. et wtteNF lt s k f n Rx t&° k rd A [ t' iM it auww : t. ye. reh ul:trza'. Rr titn GS tgs+rg4s m t.gbua ttx Poor+ wadwn+ttxal,,6r<'`r k b fr<.. M u(ta =wF oaf M fiAg wty. Mx I i >sY &a »^gtA»r mNep':+eM an •,.pM;.wnr t xxs m.z s -rwYn aa, p, rw xa apar rvxW y q a aeurasm ac a: ra u.e , ax ,. r a x*>e€rp a,t tvmdwdaxsu> .«aarrw e, wr magma «ew .arm rw,a An a r,;r i x.tx €L R.E. M Areµaas€a**mr A'M'A41t x rst t4xetae m' r kquAN+es+*9abo€ txyaean nw4t anee.;R!`F+4cPNn7Rsi1}!3 a¢aR:rearPbrspa g ikN, rfmxsu ».vdams;ae»3m€ €k;iKax s„s rrra,3am ra ,sksn .r z RiayE,3 mn,,,eh ^ane:Eo*a^+rat z.W.aplk a?rawer;N rM 6a„pc !rgmrac K..ta Frx «a „st r.rr. foPmq<r s+d( trzu"r[t x A. urn aPau.R+ -`,S St ;ucie 84'al. Caprci ht M 20tb k l kof Sep m tmsoy fi fmW9 pl, Rsp€ntettiaaahfisdutu ea! m enr'erw_ is re4 @ited u: Ft l1 fire , FL 3046ihsuttFeKeiEnpem€tcaa±casndt kent tanwcs Aatknky [. tamFa (U 4-;^_ J ULY 17, 2017 A-1 ROOF 'TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPE MAX MEAN ROOF HEIGHT = 30 FEET CATERGQRY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" Q.G. (BASE AND VA I I\Vv%.)L_" v1-%L_L_L_. I %JL_ I "L_ I /-%IL_ HIGH WIND VELOCITY) aUrrUR I11VU I RUO,=J UIRCl, I L T UIVUCR VMLLCT IRUJJC.I. MUaI DC 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. CLIP MAY BE APPLIED TO THIS FACE UP TONOWBEVELEDHIMAXIMUM6/12 P TCHH A NON -BEVELED BOTTOM CHORD BOTTOM CHORD] 0 0 00 0 CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12112 PITCH) STDTL07 xttarq M1sx e Aaea rans«4hY{ I14i£54S'SC_,t#'r #AUi'i#t4)t CGMkl AU:cifWWt'.±i41—Aee4+tarc Fl<ksr TamKne li wffix'h6. en@ W"W, • 'pw' 1 rRaa>,,:. , ro .,anl .,.; r< Anthony 1 101160111, P.I:.. O=A' 46 "lr or Seiir sl IraµxbalLn of ma .,rmtt.Iha +Ix laav ms>se»:tr Crc i+AdaF asom aNl"oatMiK MIA eV MIa¢iR IMq tFAl sat tNi '.y aro+dnn ir5 ml w, daft dtar rla;,..nraeq b ws slus e m nTsatwe,laa t sne sr r:I eu rla wa# r 84ii& At 4taAwfbe m+ a taea a ,ax; €e €+e de +; ak ae pret2e aM g«Ive; rt+fa hxMs leaglc S xgWrAi,Ai^ ¢ sia6 #I lfl a+t :Rd re :.l5 esca[Er IQa a. to !;e»e: n suer. h§ex. tta M+e a Sx i.,,r iav>pt r ans , Ex¢aer a4'=e i lNw namx kyt 1451 $c. Lucie Ellvd. tAl MM M£td T46 N gt'f Y44`$Afff •2Rlx3 tt F`M4t RNx tl iM `m4f ih}n (+4Mftilli ME»Li Aj U [C. h'Ja i ckR:9Adtt%S!^! Ld Si}h H k}Ni Vt ttiin'P: Lest P:erte, FT. 34446 FEBRUARY 17,2017 1 STANDARD GABLE END DETAIL I STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34W 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS VERI7z; STUD SECTION B-13 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. u VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 61 D.C. 2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS F DIAGONAL BRACE 4' - 0' O.C. MAX. I SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN VARIESTHE FIRST TWO TRUSSES AS NOTED. TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH (2) - IDd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, jjt 3X4 PLYWOOD SHEATHING TO ROOF SHEATHING 2X4 STD SPF BLOCK DIAGONAL BRACING L - BRACING REFER -- AI V y NOTE: REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1. 2. DEMINIMUMGRAOF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN 2) - 10d BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' MAX.XNANAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 4. SYSTEM. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR I BETTERWITHONEROWOF10dNAILSSPACED6* O.C. I TRUSSES 0 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) l6d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE 10d NAILS. S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X35' COMMON WIRE NAILS HORIZONTAL BRACE 77RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/ 3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 1 STUD 12"OL. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #3 1 STUD 16"O.C, 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24"O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16"O.C, 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 1 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH, T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT z 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE : 1 A0 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 7, 2a 7 WITH 2X BRACE ONLY STDTL09 r.w ww. A-1 ROOF TRUSSES 4451 ST. LUC:IE BLVD. FORT PIERCE, FL 34946 772-409.1010 DOTES: BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTINUOUS LATERAL BRACED WEBS. 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 20 I -BRACE 2X6 2X6 T-BRACE 2X6 [-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 ( STDTL10 . TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. 4 w"'." NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0,131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL NAILS (0131WITH (3)X-3 ) NBLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') 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) TRUSS 2X6 (TYPICAL SPLICE) WALL STRONGBACK ( BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' DIA.) 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 SCAB CENTERED ON THE SPLICE AND JOINED WITH (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 ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11 Ar ww w NOTES: w I. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN 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. A-iROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE. FL 34946 772- 409-1010 TOE - NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) QIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o 135 915 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 z 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' QIA. X 3.5) WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 ( NAILS) X 845 (LB/NAIL) X 115 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30* TO 60* 45, 00' ANGLE MAY VARY FROM 30* TO 6O* 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 1 NEAR SIDE NEAR SIDE 45. 00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 0° FEBRUARY 17, 2017 1 UPLIFT TOE —NAIL DETAIL ( STDTL12 4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.4O9-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. 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 THEMEMBERENOASSHOWN. 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. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S Lo 131 59 46 32 30 20 Z Q J 135 60 48 33 30 20 UT m 162 72 58 39 37 25 r F- 0 128 54 42 28 27 19 z Z O 131 55 43 29 28 19 w 148 62 48 34 31 21 a Lo i N Q t4) Z 120 51 39 27 26 17 C0 O 128 49 38 26 25 17 131 51 39 27 26 17 J 148 57 44 31 28 20 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 TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 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 04 TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL SIDE VIEW END VIEW W N EBRIJARY 5, 2016 TYP W NAILER ATTACHMENT STDTL 13 46 1 1 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 INO-WAM 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 STDTL14 % FO EXTERIOR FLAT GIRDER TRUSS 1 .0 A-1 ROOF TRUSSES BLVD. 4451 ST. LUCIE 4FORTPIERCE, FL 3496 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) 12 VARIES MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 It O.C. SIMPSON H5 0H 4 Will kw' c 0"d V— b. W f f fc" tl' "1916 f STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND fiFBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTLl5 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 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' D.C. AS SHOWN (131' DIA, X 3'), STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.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 IDd NAILS FAR SIDE 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 END 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 I SCAB APPLIED OVERHANGS STDTL16k A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 349W 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: t ATTACH 2X-SCAB (MINIMUM 42 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD, 1 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 40') SPACED 24, D.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 3 5/,S": --- r I I ,, 71.,- 5/ 8", 1' 0" A;QY 6- NOTE: Trus,;o,;are designed for Sf flNGLE material. NO I I ,L XN LJ UK i I U I NNE C_iONS BY &U LDER o manufak-turer if material is other than "hill"le. G,-ty LPI"t 000#; J%.," SNOTED 3', O, A, L 0 , ,NG D C)ps R NTIRa,; t D "RIJSS LOCATK)4 ONLY. r. j gND UPLtFT UADS t I z,1 11,14('Is R C z4E'C ON CETA.LS 1-_;' ET O AC, H k!"ISS 2 IOS74 N IHC,46 A J VS 4422 1 - A F PLAN' DATE i ARCH STRICT IAN 11114t11 JOE NAME LARGG l 1_ 4_/'[ 17' v J RLM, TYPE 1MASTER WRCI_(, ! C9 DRAWN SCALE JATi 044,29 M17 U AM 4 7f -p 01! A-1 ROOF TRUSSES A F1,0FIDA, CORPORATION 21