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3786 Crawley Down Lp 18-1761; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT EICATIONI#Q004 118-10000403 DATE: April 30, 2018 ` 1 c) BUILDING PERMIT NUMBER: 18-10000403 UNIT ADDRESS: CRAWLEY DOWN LOOP 3786 17-20-31-5VC-0000-0910 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: 3786 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SingleFamilyHouusAng 00 1.000 dwl unit 00 FIRE R 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 CO - WIDE ORD Family HouusiAng 9,000.00 1.000 dwl unit 9,000.00 PASingle00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES QVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLERBK9163Ps727 (1Pqs) CLERK'S A 2018074687 RECORDED 06/28/2013 12:(14:.tCi 1.11RECORDINGFEES $10.00 RECORDED BY tsmith Permit Number: 18-1761 Parcel ID Number: 17-20-31-5VC-0000-091 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# 91 of Kensington Reserve 3786 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 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 Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. oan22 t 11' ^ Dayna Mitchell Assistant Secretary SignaVe of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Tide/Office) Authorized Officer/Drector/Partner/Manager) State of Elgrida County of Orange lapTheforegoingInstrumentwasacknowledgedbeforemethisC= day of .20 18 by Dayna Mitgbell . Who is personally known to me KOR Name of person making statement who has produced Identification 0 type of Identification produced: MCDUNALTRACYLEIGH MY COMMISSION tf FF9250,121 EXPIRES octubew 06. 2019 01) 391 _t1151 -----Er allota'Yservice eon' 1\ REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address: Cf- 04-<o , D 6 Lelv Building Permit#: Electrical Permit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCl outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name f Owne /Ten, Print Nam o en. Co tra Print Name of El. ContractorItntOwe /'I Ir ofSignatureof er/Tenant Signature of Gen. Contractor 4ignafore of El. Contractor CBC1257565 ECO003096 Gen. Contractor License # El. Contractor License _# JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: a Progress Energy Florida Power and Light on Rev. 02/10/15) CITY OF SANFORD w BUILDING & FIRE PREVENTION PERMIT APPLICATIONAPRI j l Application No: Documented Construction Value: $ Job Address: 3786 Crawley Down Loop Historic District: Yes No E Parcel ID: 17-20-31-5VC-0000-0910 Residential 2 Commercial 11 Type of Work: New [A Addition Alteration u Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INCdba Rvan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #1120 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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 curate and that all work will be done i.n compjance with all applicable laws regulating constructign aA Oning. 4/ 10/2018 S ignaturt(of OKnck/A 2 u Date Tracy McDonald Print Owner/Agent's Name 4/ 10/2018 Signature of Notary -State ot-Florida Date R, KAGAN LYNNE FOV&ER My COMMISSION # GG M3253 2" 1 EXPIRES: January 17,2021 FU,, Oqd Thu BJt NQlary sarmft Owner/Agent is _ X_ Personally Known to Me or Produced ID _ Type of ID 4/10/2018 Signat'T-C tra6l;qr/Agent Date Tracy McDonald Print Contractor/Agent' s Name 4/10/2018 Signature ot'Notary- State of Florida Date Tr;y MEAGAN LYNNE FONLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 Qr. F47 TFm 8wdat Notary Serocf Contractor/Agent is __X_ Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building5l Construction Type: 146 GasE] Roof [] Flood Zone: x- 5 A, T TA (-H r— b Total Sq Ft of Bldg: Zlq b Min. Occupancy Load: I(A #of Stories: '2— Electrical 5? Mechanical r:-11 Plumbing®LZJ Occupancy Use: New Construction: Electric - # of Amps ? y Plumbing - # of Fixtures k n Fire Sprinkler Permit: Yes No [ 9 # of Heads Fire Alarm Permit: YesE] No [ a I APPROVALS: ZONING: UTILITIES: ENGINEERING: 4 - h5 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area showncinplan. WASTE WATER: BUILDING: 15e Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION APR I PERMIT APPLICATION Application Na: Documented Construction Value: $ 90,021 Job Address: 3786 Crawley Down Loop Historic District: Yes D No Parcel ID: 17-20-31-5VC-0000-0910 Residential FRI Commercial n Type of Work: NewFX] Addition 11 AlterationD RepairEl DemoEl Change ofUse l] 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 NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #LJ20 Resident of property? City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692- 9829 Fax: 407-692- 9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: Address: N/A Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information be done in comp] ante with all applicable laws regulating constrtictign € Tracy McDonald Print Owner/Agent's Name 4/10/2018 Date 4/10/2018 Signature of Notary -State of Florida Date to and that all work will 4/10/2018 Date Tracy McDonald Print Contractor/Agent's Name 4—z ----- 4/10/2018 Signature of Notary -State of Florida Date ny * p4Pj(y po ,,/0 ,, MEAGAN LYNNE FOWLER MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 MY COMMISSION # GG 063253 41 EXPIRES: January 17,2021 oi Bonded Thar BvQot Notary Services or F P 'R, Bonded Thru Budget Notary services Owner/Agent is JX_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 ElectricalEl MechanicaIE] PlumbingE] GasE] RoofEl Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n NoF1 # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes F] No [] UTILITIES: 6 WASTE WATER: am Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management 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(-Wnvrinc.com Property Address: 3786 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0910 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) El Expansion/Addition F-1 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) 11", ffil01, 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: The parcel is in the: El floodplain flooclway F-1 A portion of the parcel is in the: F-1 floodplain F-1 floodway All The parcel is not in the: Wfloodplain Ofloodway El The structure is in the: Elfloodplain E]floodway 0 The structure is not in the: F-I floodplain 0 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1761 Reviewed by: Michael Cash, CFM Date: April 26, 2018 1 11 111 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 0 RI 14n)% Landscaping Right -of -Way1877—"ll` " www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688,5140 Fax: 407.688,5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know. *tws below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beforeywdis 1 . Project Location/Address 2. Proposed Activity 3786 Crawley Down Loop, Sanford, FL 32773 Driveway E]Walkway F1 Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is sub d by: Property Owner "I I-,' racTy McDonaldSignaturerPrintName: Address: 4307 e nct. Rd #H-20 Orlando, FL 32811 Phone: 1407) !d- Fax: Email: Date: 2-9± trmcdona@nvrinc.com 04/10/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said 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 Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have re* Wf#,"Und4irstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 04/10/2018 This permit shall be posted on the site during construction. call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date, Official Use Only Fee: Date: mm Date, Date: -4 Date: November 2015 HUVv use onveway pai 4/10/201 8 SCPA Parcel View: 17-20-31-5VC-0000-0910 Property Reco Parcel: 17-20-31-5VC-0000-0910 t r Property Address: 3786 CRAViLEY DOWN LOOP SANE ORD. Parcel Information d Card L :32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method CosUMarket CosUMarket Number of Buildings I 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 14,000 Land Value Ag JuaOmark€lt `aiue: " 52,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj t_ 0 0 P&G Adi 0 0 Assessed Value 52,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 91 KENSINGTON RESERVE PS 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 , SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Land e------ _--- ---- Method Frontage M------------- ------ __--------- .....m.. _... Depth Units Units Price Land Value LOT 0.00 0.00 1 $52,000.00 52,000 Building Information Permits Permit# Deseripdan_, Agency... ._ _ Amount___....,.., CO Date Permit Date http://pareeldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=1720315VC00000910 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of. NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: 1 12a t, C-e ) LAI, -N t, I - . C---s L"C' 11 1 Street Address) Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: CBC125756.1 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 20,2018 The foregoing instrument was acknowledged before me this to day of — - 200 by Robert Lattanzi who is ojojo," " '11"JER-0 10'ffi'. or Ei who has produced as identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17,2021 5onded Tbu Budget Notaty $Orvick-, Rev. 08.12) Signature 6 PC 6 " U-0 V1j VIE- 9 Print or type name Notary Public - State of Commission No. My Commission Expires: A It C N 1 T E C T f SQ.FT. CAM'S IST FLIZ LIVING 904 SQ FT. 2ND FLR LIVING 1265 5a FT, TOTAL LIVING 2U68 5a FT. ENTRY 40 5A. Ft. GARAGE 444, SR FT. LANAI 140 Sa FT, TOTAL 2150 5a FT. OQIQBIi' MO IM Lo4Ds W%w F.o of4oaFIE FM a ME'00D was WE U tu![416m NNW 2x4EteolefilwD11G12F r 12 I6 -V W.64' 5 2480/-30J6 24 3OW DR 36,%.4 TL 5/-3605 n 25-6IN 3V 63- 4 28A5/-3055 3A TI 25-54 38' 63' 5 28.45/-31.46 38 33 2) 25 SH 16' 63' 5 2113/-34P0 4 64 6MFM0 SGD T4' 5 2631/-3330 WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) ALT- 50 / VASD-1i6 MPH a INTERNAL. PRESSURE GOEFFICENT-- J8 C. RISK CATEGORY -TYPE 11 D, E>0'0S{JFE CATEGORY C NOTE: VALUES FOR COl'll-ON8QT5 4 CLADDING PRESSURE ARE BASED ON TF E V I% DESIGN WIND SPEED, FBCR 6T14 ED. (20") ALLOWS TFESE PRESSURES TO BE MULTIPLIED SY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED SY PRODUCT MAWFACTURERS. FiOIE L MM TO DFITWA .L 16TALLATILN ON ALL FROM K IUM 7-V FROM Tit Fill ROOK URI 15E SPRAYED AID TIEATED lV "Alr A 791MIM TWATED SPRAT 17 R18SRS 07,57 31'AIR DATA: 18 TR6ADS 010' +1' NOSING N YCYO 1RIPED OIL A CABINET SECTION W4' TOM MUD FLOOR OLLED 4 50WAED PER NAILM SC/R!DU.F PIE-Ew. RJ¢ TRUMES PER TRUSS PLAN 2) LAYERS OF 3)4' PLYWOOD OR (2) LAYERS OF 3)4' MUD FLOOR MATERIAL RJ'8 FOR SOLD NAILING SEC211E 2x4 STRIY#R TO SOLID NAFLN3 SV 12d NAILS TO BE NAILED FROM MACKS DE 2xb LANDING 2.4 P.T. PLATE SECURE W/ Wd CUT NAILS I&' O:C rvaL STAIR SECTION: 9'-4" BRG. HT, 0'-5 3/4' 2ND. FIN FLR Y W-4' Wrl WT. 4J• W4$4 RAFLSY. M 2x12 SYP STRINC+ERS MECLIRM W/ Dd NAILS • ••-M' O:C. 2xD 6.YP. TREAD i-2x4 RE-WOM=W, • EA 2x4 STRINGER t KICKPLATE 2xI2 $1104ER TO SOT O4 LANDING tDEEYO4p) 3/4' TK. SUB FLOOR MAIM 4 NAILED DBL Z4 LEDGER SEALED TO M-OM 4V 3Ai' TAP CONS PIN I V4' EM 24- Or- 6TAWWRED 0•-0' FIN. FLR 3 13'_2• W PS. FO.ST SY 1D. RAP T08-YAP--- i BOx BEAI'I TO 1 ATCH I i t0.u'EtII I I i i UNAJ I I I I 7.4' Q4 i 2) 25-614 II II II I i 6080 5w li li li i 3B I GREAT ROOM II g 0 28'-4'xFi'-iD' 4)* x6 POST A i Law c Lau U 1 FEDSf4C P9Y `:` I . F v .i i 9'-4• COG. i B TIT 5w ow KITCHEN ro qt iDlil x r as c0 Y Oill MUD ROOM uc T,T r-4•CM RAMEtO j O FOYER 7d'QG ivi fwu. OA== Sw MT. M W4VE O s! TO EXIEFWR 3 7 2 CAR GARAGE 20'-O'x20'-4' T-r CLC. LANDING 2 I I I 1 ENTRY 3 S Y CLG e Of OF 2ND LDOR ABOVE I W-v X 11-V clrw i6'-0' 21'-4• FIRST FLOOR PLAN SCALE: 1/4 . I'-0' ELEVATION W 6TRJE VENEER Design Gr u1®r.! 1"I x. RONALD RFAGAN BUD. L'HGWWD, FL 32750 PH. 407-774 78 N 407-77"078 A48. 0003325 r 3UBDIV. do LOT. KENSINGTON RESERVE LDT#91) MODEL• LARGO VERSION#01) PROJECT#: 02997,000 PAGE: FIRST FLOOR PLAN DATE: 3/12/18 SCALE: 1/4'=1'-0" 311'EET 3 Ol* 9 tt0140ma NO OtAD[= UM LOADIM RAW 11110 E COJE FM 6850OID CAM>t CALL! 80101E Int" 1111MRam ZCIE te0 MI"O 08 11D111 NBDiT I b EMESS 36' 1. 5 28b5/-31 M L4 b 36, bi' 4 28651-3U4 le b 94 36' 61' 5 2865/-31M 2 b 36' fA' 5 28b51-31 * Ter, EGRESS 3 b 6W 36' IV4 28b5/-3W T-8' 4 b sw 36' bp S 2885/-3185 4A b 1' 61' 4 28b5/-3W 5 123040-IEMPSM 36• 48' 5 23Ld-3510 6 b MWW SCAM 1 36' br 4I 2865J-3W WIND DESIGN CRITERIA A SASic UAND $FEED i-§PH f3 6EC0N0 6L'6TP YULT•150 / VA5D•116 MPH M INTERNAL FW-58UFE OOEFFKM4T-- J8 C. FRISK CATEGORY -TYPE 11 D. EaC1°OWIR£ CATEWRT C NOTE, VALUES FOR CAFE QT'S 1 CLAMM PF'E ARE EASED CN THE WM DE51644 49ND SPEED. FDCK 6Ti ED. T20NV ALLOUZ THESE F RE88UiRE5 TO DE M.LTIFLIED 15Y Ob TO MET THE ALLOU A®LP OR NC11NA. TESTED VALL£5 USED HY P'Fb=Jr-T MAN.FACTI.FERA, v OF ISTLM FLOOR aELOW 4) J 3OWS46C!€.56 3L50-SN - EGRESS R-yl M5H v rr-- - v OWNER'S SUM 131-0-1Ku.'-a a -0 av W-0' Mr. 4 MST i 1e 0 C 7 b 1. 5 V MOLE I ( - - `•yj NICHE-/ I PRIOR TO ORM41 MA.LATIO4 ON ALL FRN'f1C M'EIEM 7'-V FRLT1 71E FMW FLOOR NU 8''E4YW M6' S1 D TREATED0RAtf' A 19"M 1MAIM SNRAY .,E „1, m HIDROO;tI 4 411 1m•-awc• a' 11 3 v 2•_O. 1 b' 3 9 1 o•- t.'7c9'-a' 9 a• -a na - UNDMUY RA9. fY4 b ,. Ia M 1- 6 Ef CT r r BEDROOM 2 } 4-S4 s•-0' a.. o tx4 FL'>, 57 v • LAv 9 4' 2' 4' 6' 6' 8' 3' 6C IT 1 -I B 3 B C1 2' 11' DEL ml Tor R- t5N Te. 2 r------ o EGRESS i 0j BEDROOM 3 W.I. C. 4Y-RJ'b0'-O' a' -a CLG, L b OF IST.- - rr 9 FiOQ2 EaW1 E Ter TEM i 3owsw 3050- 94 3050--SN Ef#5$ EGRESS 1 FLOOR BELOW 1•_2. SECOND FLOOR PLAN SCALE: 1/ 4 • I'-0' ELEVATION W A R C M I T E C 7 f V sOn Grow 1402 M. ROMALD RIAG4M 8LYD. LONGWOOD R32730 P. 407- 77"078 FM 407. 774-0O78 n 0a. aDdvro323n5 anAA+ svBDiv. & LoiKENSINGTON RESERVE IDT# 81) MODEL" LARGO VERSION# 01) PROJECT#. 02997, 000 PAL3E. SECOND FLOOR PLAN DATE. 3/12/ 18 SCAT.a`• 1/ 4'=1'-0" i ET 4 O, 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL. PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final aF°Kd.9,.»x"" 4. `m3_.5i'*'_ Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 FORMR4O5-2017 Florida Department 0fBusiness and Professional Regulation - Residential Performance Method Project Name: Lot9l Kensington ReserveLargoBGRW Builder Name: RYAN HOMES Street: 3786 CRAWLEY DOWN LOOP Permit Office: SANFJRD 04 City, State, Zip: SANFORD, FL, 32773 Permit Number: # 1 7 Owner: Jurisdiction: 691500 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 Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft' 1 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 35000 ft2 10. Ceiling Types (1301.0 sqfL) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=3&O 1301.00 ft' 6. Conditioned floor area above grade (ft2) 2154 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. N/A R= ft2 T Windows(238,8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 Area Weighted Average Overhang Depth: 2675 ft, Area Weighted Average SHGC: 0.290 14, Hot water systems a. Electric Cap: 50 gallons 8. FloorTypes (1301.0 sqft,) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 90400 ft" b. Conservation features b. Floor over Garage R=1 1.0 397.00 ft" None Glass/ Floor Area: 0.111 Total Proposed Modified Loads: 63.66 PASS Total Baseline Loads: 6509 1 hereby certify that the plans and specjfications covered by Review of the plans and t-14EST this calculation are in compliance wit he Florida Energy specifications covered by this N f 0 Code. calculation indicates compliance with the Florida Energy Code. tit PREPARED BY: Before construction is completed DATE: 344A a__,__Scott_Pratt this building will be inspected for U compliance with Section 553.908 I hereby certify that this building, a igned, is in compliance with the Florida Energy Code. Florida Statutes. OWN ER/AG E NT: WE BUILDING OFFICIAL* 3/ 14/2018 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed |naccordance with R403.32.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.41.1 and this project requires an envelope leakage test report with envelope leakage nogreater than 7.004CH50(R4U2.4.1.2). Compliance with aproposed duct leakage Onrequires oDuct Leakage Test Report confirming duct leakage tooutdoors, tested inaccordance with ANSVRESNET/| CC 38U.isnot greater than V.oVuQnfor whole house. onwoomzxmmw enomyoo"on@usA nmR=aconSection n4ov.4. 1Compliant Software Page /m4 FORM R405-2017 PROJECT Title: Lot91 KensingtonReserveLarg Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2154 Lot # 91 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: I Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3786 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2,5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2154 18309 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2154 18309 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 397 ft2 11 0.16 0 0.84 2 Slab -On -Grade Edge Insulatio Main 1015 ft 904 ft2 039 0 0.611 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1371 ft2 216 W Medium 0.85 N 0,85 No 0 18A ATTIC Type Ventilation Vent Ratio (1 in) Area RBS 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 38 Blown 1301 W 0.11 Wood 3/14/2018 2:42 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R40ri-9017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt Jo . ..... Wall, Type Space RValue ,--,Ft,,, In _Ft In Area R=Value_ Fraction___ A-bsor, Grade/. 1 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Main 41 27 0 9 4 252.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 41 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 1867 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 ft2 0 0 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 112 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening I S 1 Vinyl Low-E Double Yes 0.35 0.29 N 12,0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 153 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 029 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30,5 ft2 1 ft 0 in 3 ft 0 in None Exterior 5 5 N 5 Vinyl Low-E Double Yes 0,35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 E 7 Vinyl Low-E Double Yes 035 0.29 N 30.5 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0,35 0.29 N 324 ft2 1 ft 0 in 10 ft 10 in None Exterior 5 8 E 8 Vinyl Low-E Double Yes 0.62 0,29 N 40.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 9 W 3 Vinyl Low-E Double Yes 0.35 029 N 15.3 W 1 ft0in 6ft0in None Exterior 5 10 N 5 Vinyl Low-E Double Yes 035 0.29 N 324 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft2 449 ft2 33 ft 9.3 ft 1 INFILTRATION ff Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000378 2136.1 117,27 220.54 3398 7 3114/2018 2:42 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8,5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34,8 kBtu/hr 0 cfm 0,75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 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 FEE None None ft' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool I Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 129.2 cfm 0.06 0.60 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar Apr Ma Jun JulAug Sep OctNovec Heating J an Feb MarN Apr y Jun JulAugrj Xl 11 Sep]OcttXl NovH DecHVentingJanFebMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/14/2018 2:42 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORMR4O5-2017 N LEVELNUv U U N 0 (EPL) N xN CARDDISPLAY 0 N» ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the Enargyperhxmanne Index, the more efficient the home. 3780 CRAVVLEY DOWN LOOP, SANF(]R[}, FL, 32773 1 New construction mexisting New (From Plans) p. Wall Types mn"lamm Area s Singfamily aine|v*mi|v a ome'wovumi|y ' Exterior n~130 cno oon` u. oonomw amo - |m|nsu|. exmnn n=^/ 966 00nr a. Number of units, nmultiple family 1 cFromr Wood, Adjacent n=13.0 350 00n` 4. Number wBedrooms owm n= u` 1n CmmnnTy s no"|aonn Area o Is this worst No o Under Attic (vonmu) n=000 1301.00n` n, Conditioned floor area (n") 2154 wm n= n" o N/ A n n` r Windows — Description Area 11ouun n n` u u raunc om u=ono oarox` aSup: Attic, not:Attic, mi:Main o 4:0o anoC: axmo~o ze u. u'Fwumc om. o=o.n2 000u" 8*Go: 3nGC=0. 29 1c.Cooling systems kBwmr Efficiency c. u'raomc wm n" a.Central Unit o*,e sssnAm.nu snsc: u umctor: N/ A ft2 m Heating systems kammr emo nvr S o a. Electric Heat Pump 32.6 HSpF:8,50 Area Weighted Average Overhang Depth: 2 675 n. Area Weighted Average anoc: nzno a. Floor Types moo| au^n Area 14. Hot water systems cap: nnoaoons a.mou' on'omuuEdge | nvmeuon n~oo oo^oon, a Electric sr:o.eo u |uo, ovorGp n= n 110 anroun" u. Conservation features o w/ n~ n` None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final Jnspecjio:) erwise, a new EPL Display Card will be completed based on installed Code compliapt" at es. Builder Signature: : 3/1 018 Address ofNew Home: City/FLZip: 32773 Note: This |anot aBuilding Energy Rating. | fyour Index iabelow 7O.your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain oFlorida En*ngySougeRating. Email EnergyQaugotech support mk 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. 3/14/20182:42nm enmoyoauoo@os^ pmn°vunn Section n^no./Compliant Software Page 1m1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatoa Resuirements for Residential Performance, Prescriptive and ERI Methods 3786 CRAWLEY DOWN LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R4011.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD, R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w,g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces, New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, 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 cfrn per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101 /I.S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/14/2018 2:42 PM EnergyGauge(R) 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 R 1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3,2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403,2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489. 1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403,3,3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test, 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 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 (11 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. 1, 1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5,11.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/14/2018 2142 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5,6.1.2 Shut down, A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off, R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1 . R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual Solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1, Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air, When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications, 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas, 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUN CFM) Range hoods Any 2,8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfrn = 283 L/min. a, When tested in accordance with HVI Standard 916 3/14/2018 2:42 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. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1, R403.7,1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7,1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized, R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'G), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403,1 0.1 through R403.10.5. R403,10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required, R403.10,4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/14/2018 2:42 PM EnergyGauge@ USA - FlaRes20117 - 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, 3/14/2018 2:42 PM EnergyGauge USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot91Kensington ReserveLargoBGRW Builder Name: RYAN HOMES Street: 3786 CRAWLEY DOWN LOOP 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 seace shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall gytp. nd ht1hind la'pao and widlia. 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 fir 4 nk! cover plates and walls o[ Qaili a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/ 14/2018 2:42 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot9l Kensington Reserv... writ„' 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 For: RYAN HOMES 3786 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26790 Btuh Entering coil DB: 77.1°F Outdoor design WB: 76.2°F Latent gain: 4274 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 31064 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg, Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 27980 Btuh 104% of load Latent capacity: 5122 Btuh 120% of load Total capacity: 33102 Btuh 107% of load SHR: 85% Design Conditions Outdoor design DB: 42.3°F Heat loss: 21862 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 147% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoW 2018-Mar-14 14:27:28 Right-SuiteO Universal 2018 18,0.10 RSU23828 Page I VeLargoBGR W\ Lot 91 Kens ingtonR esery eLargoBG R W. rup Calc=M,18 House faces: W wrightsoft- Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM Job: Lot9l Kensington Reserv... Date: 7/2512015 By: FJF Project Information For: RYAN HOMES 3786 CRAWLEY DOWN LOOP, 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 f? BWh/ftl.' F f?-'F/Btuh Btuh/W Btu h Btuh/W Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 112" gypsum board int n 349 0.091 13.0 2.52 880 2.85 994 fnsh, 2"x4" wood frm, 16" o.c. stud 0 210 0.091 13.0 2.52 529 2.85 598 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud s 337 0. 091 13.0 2.52 849 2.85 959 w 180 0. 091 13.0 2.52 454 2.85 512 all 1076 0. 091 13.0 2.52 2712 2.85 3063 n 322 0. 201 0 5.57 1793 5.29 1705 e 207 0. 201 0 5.57 1154 5.29 1098 s 252 0. 201 0 5.57 1403 5.29 1334 W 55 0. 201 0 5.57 308 5.29 293 all 837 0. 201 0 5.57 4658 5.29 4430 332 0.091 13.0 2.52 837 1.45 482 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e ft overhang (5 ft window ht, 1.17 it sep.); 6.67 ft head ht s W all 2A- 2orn: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5. 3 ft window ht, 10.83 ft sep.); 6.67 ft head ht e all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 11 ft overhang (6.67 ft window ht, 0. 5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6,67 ft head ht 15 0.350 0 9.69 145 10.5 157 30 0.350 0 9.69 291 29.0 869 15 0,350 0 9.69 145 10.7 160 15 0.350 0 9.69 145 29.0 434 75 0.350 0 9.69 727 21,6 1620 33 0,350 0 9.69 317 10.5 342 33 0.350 0 9.69 317 29.0 947 65 0,350 0 9.69 634 19.7 1288 40 0.620 0 17,2 687 16.9 677 12 0.350 0 9.69 116 10.5 125 wrightsoft, 2018-Mar- 14 14:27:28 Right-SuiteS Universal 2018 18.0.10 RSU23828 Page 1 vet-argoB W1'o'tg 1 Kensington R esery eLargoBG R W, rup Calc = MJ8 House faces: W t 2A-2om: 2 glazing, clr low-e outr, air gas, mtI no brk frm mat, clr innr, w 30 0.350 0 9,69 291 29,0 869 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 ft window ht, 3 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, w 15 0,350 0 9.69 145 29.0 434 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 ft window ht, 6 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0,390 0 10.8 259 12.0 289 n 18 0390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 1301 0.032 30.0 0.89 1153 1.74 2263 gypsum board int fnsh Floors 20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 397 0.078 11.0 2.16 857 1,12 444 22A-tpl: Bg floor, light dry soil, on grade depth 104 0,989 0 27.4 2835 0 0 wrightsoW 2018-Mar-14 14:27:28 A4;. Right-SuteO Universal 2018 18.0, 10 RSU23828 Page 2M ... VeLa rg o"B(3RW\Lot9lKensingtonReserveL.argoBGRW.rup Calc = MJ8 House faces: W K Summary Job: Lom/nenwmomnnovem— Project ^^ , Date: n2n u10 Entire House By: mp DEL -AIR HEATING & AIR CONDITIONING For: RYAN HOMES Notes: LS. 03-14-188RP Weather Winter Design Conditions Outside db 42 IF nnkdedb 70 ,F Design TD 28 OF Heating Summary Structure 18777 Btuh Ducts 3086 Btuh Central vent (0ofm) 0 8tuh hmmg Humidification U Btuh Piping O Btuh Equipment load 21862 EVuh Infiltration Odando/Jotpnrt.FL, US Summer Design Conditions Outside db 93 OF nukdedb 75 OF Design TD 18 OF Daily range K4 Relative humidity 50 Moisture difference 48 gr/lb Sensible Cooling Equipment Load Sizing Structure 21254 Btuh Ducts 5536 Btuh Central vent (0dm) O EUuh none) 8|mwn/ 0 Btuh Use manufacturer's data y Rate/swing multi lier 1.00 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Flrapl000a 0 Structure 2482 Bkuh Ducts 1813 B1uh Central vent (0cfm) O Btuh Heating Cooling pone) A (ft2 2151 21* Equipment latent load 4274 8tuh Volume 18852 18852 Ai hc es/nour o u u/ S qu/po n /uno/ oam en+mm/ 3 OG4 B hu Equiv. ^vF(ofm) 88 47 Req. total capacity a\0./5SHR 3 O ton Heating Equipment Summary Make Goodman Mfg. Trade SOODMAN;JAN|TROL;AK1ANA0SO Model GSZ1 40361K AHH|ref :8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point =32"F 5HSPF 3260 Btuh @ 47'F 28 F 1180 ofm 0.30 inH2O Cooling Equipment Summary Make Goodman Mfg. Trade GOUDMAN;]AN|TR0LAMANAD|STL. Cond Coil ASPT47D14A Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Exuh Latent cooling 8700 8tuh Total cooling 34800 8tuh Actual air flow 1160 ofm Air flow factor 0.04 cfm/Btuh Static pxeaau/o 0.30 in H2O Load sensible heat ratio 0.88 Calculations approved by &CCA to meet all requirements of Manual J 8th Bi n m"w u"**m uo/e,aom000u e »o` o m w,^.er pm"` Lan^ oonwxLotmKensington nmwrv°Larg"ounvxmn nmv~wJo House faces: W It wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DFL AIR.COM Job: Lot9l KensingtonReserveLa Date: 7/25/2015 By: FJF I Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 ft 3 Room height 8.5 ft 9.3 ft heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2205,8 ft2 480.0 ft2 Ty Construction number U-value Btuh/ft2-'F) Or HTIVI BtutVft') Area (w) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P(S Heat Cool Gross N/PIS Heat Cool 6 Vr G 12C-Osw 2A-2orn 0.091 0,350 n n 2.52 9,69 2.85 10.46 364 15 349 0 880 145 994 157 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 5,29 355 322 1793 1705 149 117 649 618 11 2A-2om 12C-0sw O.350 0.091 n e 9.69 2.52 10.46 2.85 33 240 0 210 317 529 342 598 33 0 0 0 317 0 342 0 2A-2orn 0.350 e 9.69 28.96 30 0 291 869 0 0 0 0 13A-20cs 2A-2orn 0.201 0.350 e e 5.57 9.69 5,29 28.96 280 33 207 0 1154 317 1098 947 280 33 207 0 1154 317 1098 947 2A-2omd 12C-Osw 0.620 0.091 e S 17.17 2.52 16.92 2.85 40 364 40 337 687 849 677 959 40 0 40 0 687 0 677 0 2A-2orn OMO s 9,69 10.46 12 12 116 125 0 0 0 0 2A-2om 0.350 s 9.69 10,68 15 13 145 160 0 0 0 0 W 13A-2ocs 0.201 s 5,57 5.29 252 252 1403 1334 149 149 831 791 12C-Osw 0M1 w 2.52 285 240 180 454 512 0 0 0 0 2A-2orn 0.350 w 9,69 28.96 15 0 145 434 0 0 0 0 2A-2orn 0.350 w 9.69 28,96 30 0 291 869 0 0 0 0 2A-2om 0,350 w 9.69 28.96 15 0 145 434 0 0 0 0 t-D 3A-2ocs111DO 0.201 w 5.57 5.29 79 55 308 293 0 0 0 0 2C-Os1w 0. 390 0. 091 w 10.80 2. 52 12. 03 1, 45 24 350 24 332 259 837 289 482 0 0 0 0 0 0 0 0 T_ 11DO 0,390 n 10.80 12.03 18 18 193 215 0 0 0 0 DC 1613-30ad 0,032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 20P-11t 0.076 2,16 1.12 397 397 857 444 0 0 0 0 F 22A-tIA 0.989 27.40 0,00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 01 372 Envelope loss/gain 16106 162001 5654 4099 12 a) Infiltration 2670 904 711 241 b) Room ventilation 1 0 0 1 0 0 13 Internal gains: Occupants (a) 230 5 1150 4 920 Appliances/ other 3000 600 Subtotal ( lines 6 to 13) 18777 21254 6365 5860 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 118777 21254 6365 5860 151 Duct loads 16%1 26% 1 3086 5-1,36 100/0 101% 637 1 1 586 Total room load 21862 26 7002 6446 Air required (cfm) 1160 160 1t 3721 279 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Mar-14 14:27:28 Right- Suitea Universal 2018 18,0,10 RSU23828 Page 1 veLargoBGRWiLot9lKensingtonReserveLargoBGRW, rup Calc=MJ8 House faces: W J..,.. 9w wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 GODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot9l Kensington Reservell-a... Date: 7/25/2015 By: FJF 1 Room name pdr mud mn 2 Exposed wall 8.0 It 6.0 It 3 Room height 9.3 If heat/cool 9-3 It heat/cool 4 Room dimensions 4.5 x 8.0 If 6.0 x 6.0 It 5 Room area 36,0 ft2 36.0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number BtUlVft2-*F) Bt ft2) or perimeter (ft) Bt ih) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL.G 12C-Osw 0.091 n 2.52 2,85 0 0 0 0 0 0 0 0 2A-2onn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 t--G 13A-2ocs 0.201 n 5.57 5.29 75 75 416 395 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 T 12C-0sw 0.091 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 13A-2ocs 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 16.92 0 0 0 0 0 0 0 0 12C-Osw 0,091 s 2.52 2,85 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 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 W 13A-2ocs 0.201 s 5,57 5.29 0 0 0 0 56 56 312 297 12C-0sw 0.091 W 2.52 2,85 0 0 0 0 0 0 0 0 P-A-2om 0.350 w 9.69 28.% 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 2A-2onn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 t-D 3A-20cs 0.201 w 5.57 529 0 0 0 0 0 0 0 0 1100 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 79 61 155 89 11D0 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 20P_11t 0,078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpI 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 25 37 Envelope loss/gain 635 370 824 563 12 a) Infiltration 92 31 69 23 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) 727 401 893 587 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 401 893 587 15 Duct loads 1 109/61 10%1 73 40 109/61 10%1 891 59 Total room load I 1 1 7991 4411 1 1 982 645 Air required (cfrn) 42 19 521 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4,+A- 2018-Mar-14 14:27:28 Right-SuiteO Universal 2018 18.0. 10 RSU23828 Page 2 veLa;goBGRW\Lot9lKensingtonReserveLargoBGRW.rup Calc s MJ8 House faces: W LIL. 9- wrightsoft, Right-JO, Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Pax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot9l KensingtonReserveLa Date: 7/25/2015 By: FJF I Room name kitchen mstr rm 2 Exposed wall 27.5 It 30.5 ft 3 Room height 9.3 ft heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 352.5 ft 1.0 x 251.5 ft 5 Room area 352.5 IF 251.5 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number BtUtVft2-'F) BtuWft') or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_.G 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 136 136 343 387 2A-2onn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 t13A-2ocs 0.201 n 5.57 5.29 131 131 728 692 0 0 0 0 11 r, VLG12C-0sw 2A-2orn 0.350 0.091 n e 9.69 2.52 10.46 2185 0 0 0 0 0 0 0 0 0 108 0 78 0 197 0 222 2A-2om 0.350 e 9.69 28.96 0 0 0 0 30 0 291 869 13A-2ocs 2A-2om 0201 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 12C-Osw 0.620 0,091 e s 17.17 2.52 16.92 2.a5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.350 O.350 s s 9.69 9.69 10.46 10,68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 47 47 260 247 0 0 0 0 0.091 w 2,52 Z85 0 0 0 0 0 0 0 0 TE 12C-Osw 2A-2om 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 2A-2om 0.350 w 9,69 2896 0 0 0 0 0 0 0 0 t13A-2ocs 0.201 w 5,57 5.29 79 55 308 293 0 0 0 0 11DO 12C-0sw 0.390 0.091 w 10.80 2.52 12.03 1.45 24 271 24 271 259 682 289 393 0 0 0 0 0 0 0 0 D R L__D 11DO 0390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11It 0.078 2,16 1.12 0 0 0 0 0 0 0 0 F 22A-tN 0.989 27,40 0,00 353 28 753 0 0 0 0 0 6 c) AED excursion 192 133 Envelope lossigain 2990 1721 1053 2049 12 a) Infiltration 315 107 300 101 b) Room ventilation 1 0 0 1 01 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3306 3028 13531 2980 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 3028 1353 2980 15 Duct Toads 1 109/61 10%1 331 303 26% 1 401% 354 1191j Total room load I 1 36361 3331 1 1707 4172 Air required (cfm) 193 144 1 91 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suited Universal 2018 18,0.10 RSU23828 2018-Mar-14 14:27:28 oCn" 'APage 3 veLargoBGRW\ Lot9lKensingtonReserveLargoBGRW.rLIP Calc = 10,18 House faces: W AAA. IF wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 COD I SOO WAY, SAN FOR D, I'L 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL.-AIR.COM Job: Lot9l Kensington Reservel-a... Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 it 7.0 It 3 Room height 8,0 ft heal/cool 8,0 ft heat/cool 4 Room dimensions 7.0 x 5.0 It 1.0 x 149.8 ft 5 Room area 35.0 ft2 149.8 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number B tU[Vft2-IF) Bt ft2) or perimeter (ft) Bt h) or perimeter (Q) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat- Cool 6 VLG120-0sw 0,091 n 2.52 2.85 40 40 101 114 20 20 50 57 2A-tom 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 5.29 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 11 VL.G 12C-0sw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 2A-tam 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs 0,201 e 5.57 5.29 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 2A-2omd 0.620 e 1717 16.92 0 0 0 0 0 0 0 0 12C-Osw OMI S 2,52 2,85 0 0 0 0 0 0 0 0 2A-2om 0,350 s ME) 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 S 9.69 68 0 0 0 0 0 0 0 0 W 13A-2ocs 0,201 s 5.57 5,29 0 0 0 0 0 0 0 0 0.091 w 2.52 2.85 56 41 103 117 36 21 53 60 TE 12C-0sw 2A-2orn 0,350 w 9.69 28.96 0 0 0 0 15 0 145 434 2A-2om 0.350 w 9.69 28.96 15 0 145 434 0 0 0 0 2A-2orn 0.350 w 9,69 28,96 0 0 0 0 0 0 0 0 t--D 3A-2ocs111DO 0,201 w 5.57 5.29 0 0 0 0 0 0 0 0 0.390 w 10.80 12,03 0 0 0 0 0 0 0 0 RL-D 12C-Osw 0.091 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 OM 1.74 35 35 31 61 150 150 133 260 F 20p-lit 0.078 2,16 1,12 35 35 76 39 84 84 180 93 F 22A-tpI 0M9 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 187 179 Envelope loss/gain 456 952 562 1084 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants C@ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 574 992 6311 1108 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 574 992 631 1108 15 Duct loads 261% 401% 150 396 261% 401% 165 443 Total room load 724 1388 796 1550 Air required (cfm) 38 601 42 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar-14 14:27:28 Right-SuiteD Universal 2018 18.0,10 RSU23828 Page 4 11eLargo8GRW\Lot91 Kensington R eserveLargoBG R W. rup Calc M,18 House faces: W Right-JO WorksheetIdJLrwrightsoft, Job: Lot9Date: / 2 l Kensington ReserveLa,.. 7r7/ 25 Entire House By: FJIF 015 DEL - AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM 1 Room name rm 3 bth 1 2 Exposed wall 25.0 it 5.5 ft 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 it 5 Room area 152.3 ft2 60,5 142 Ty Construction U-value Or HTM Area (ft2) Load Area (ftq Load number BtulVftl-* F) BtuWft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool I 6VLG 120-0sw 0.091 n Z52 Z85 0 0 0 0 0 0 0 0 2A-2orn 0350 n 9.69 10.46 0 0 0 0 0 0 0 0 t-G 13A-2ocs 0.201 n 5.57 529 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 11 VG 12C-Osw 0.091 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 13A-20cs 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 16.92 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 285 84 84 212 239 44 44 ill 125 2A-2om 0.350 s 9.69 10.46 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 W 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 120-0sw OMI W 2.52 2.85 116 86 217 245 0 0 0 0 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A -2om 0.350 w 9,69 28.96 15 0 145 434 0 0 0 0 2A-2onn 0.350 w 9.69 28.96 15 0 145 434 0 0 0 0 t 1 3A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11DO 0. 390 w 10.80 12.03 0 0 0 0 0 0 0 0 D 12C-Osw 0,091 2,52 145 0 0 0 0 0 0 0 0 L-D 11DO 0,390 n 10.80 12',03 0 0 0 0 0 0 0 0 C 16B- 30ad 0M2 0,89 1.74 152 152 135 265 61 61 54 105 F 20P- tit 0,078 2,16 1.12 152 152 329 170 61 61 131 68 F 22A- tpl 0.989 27,40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 358 19 Envelope loss/ gain 1183 2146 295 279 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal ( lines 6 to 13) 1429 2229 349 298 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1429 2229 349 298 15 Duct loads 1 261% 40% 373 891 2 6% 1 401/61 91 119 Total room load 1112 3120 1 1 441 1 417Air required ( cfm) 961 135 23 1 8 Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar- 14 14 27:28 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 5 veLargoBGRW\Lot9lKensingtonReserveLargoBGRW. rup Cale = MJ8 House faces: W A., 7r wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 GODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot9l Kensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed waft 5,5 it 11.0 It 3 Room height 0 it heat/cool 8.0 If heaticool 4 Room dimensions 6,5 x 5.5 ft 1'0 x 132,3 ft 5 Room area 35.8 ft2 132.3 W Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number BtUtVft2-'F) BtU[Vft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool16t120-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A-tom 01350 n 9.69 10.46 0 0 0 0 0 0 0 0G 13A-20cs 0.201 n 5.57 529 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 10,46 0 0 0 0 0 0 0 0 11 V 0sw2C2om 0,091 e 2.52 Z85 0 0 0 0 0 0 0 0 G 21A OMO e 9.69 28.96 0 0 0 0 0 0 0 0 13A .2ocs 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 12C-Osw 0.620 0.091 e s 1717 2.52 16,92 2,85 0 44 0 44 0 ill 0 125 0 88 0 73 0 184 0 208 2A-2om 0,350 s 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0350 s 9,69 10.68 0 0 0 0 15 13 145 160 W 13A-2ocs 0.201 s 5,57 5.29 0 0 0 0 0 0 0 0 0.091 w 2,52 2.85 0 0 0 0 0 0 0 0 2A-2onn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0TE 12C-Osw 2A-2orn 0.350 w 9.69 28.96 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 t-D 3A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11DO 12C-Osw 0.390 0.091 w 10.80 2,52 I2.03 1.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R L__o 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 OM 1.74 36 36 32 62 132 132 117 230 F 2OP-I1t 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A-tol 0.989 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 21 Envelope loss/gain 180 158 447 577 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1 234 776 1 555 614 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 776 555 614 15 Duct loads 1 261% 401% 61 310 26% 401% 145 245 1 Total room load I 296 10861 700 859 Air required (cfm) 1 1 16 47 1 371 371 Calculations agproved by ACCA to meet all re2uirements of Manual J 8th Ed. Right -Suited Universal 2018 18,0.10 RSU23828 2018-Mar-14 14:27:28 Page 6 eLargoBGRW\Lot9l KensingtonReserveLargoBGRW,rup Cale= MJ8 House (aces: W AI rr wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot9l Kensington Reservel-a Date: 7/25/2015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22.0 it 7.5 ft 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x I11.0 ft T5 x 5.0 ft 5 Room area 111.0 ft2 37.5 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtutVftl-'F) Bit ft') or perimeter (ft) Btuh) or perimeter (ft) Elt h) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_G 12C-0sw 0M1 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 t__6 13A-2ocs 0.201 n 5.57 5.29 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 11 VLG 12C-Osw 0.091 e 2.52 2.85 72 72 181 205 60 60 151 171 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs 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 a 17.17 16.92 0 0 0 0 0 0 0 0 12C-Osw 0,091 S 2,52 2.85 104 92 232 262 0 0 0 0 2A-2om 0.350 s 9.69 10.46 12 12 116 125 0 0 0 0 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 W 13A-2ocs 0,201 s 5.57 5.29 0 0 0 0 0 0 0 0 0M1 w 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0TE 12C-0sw 2A-2om 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 t-D 3A-2ocs111DO 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 12C-Osw M 01Z52 1.45 0 0 0 0 0 0 0 0 L- 1) 11DO 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0,89 1.74 ill ill 98 193 38 38 33 65 F 2OP-llt 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 16 Envelope loss/gain 628 743 184 220 12 a) Infiltration 216 73 74 25 b) Room ventilation 1 0 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 844 816 2581 245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 816 258 245 Duct loads 1 260/6 40% 221 326 26%1 401/6 67 981 r15 Total room load I 1065 1142 1 326 343 Air required (ctm) 1 1 57 49 17 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 2018-Mar-14 1427:28 Right- SuiteO Universal 2018 18,0. 10 RSU23828 Page 7 LargoBG RW\ Lot 91 Kensington R eserveLargoBG R W. rup Calc=MJ8 House faces: W 111. 7w wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM Job: Lot9l Kensington ReserveLa Date: 7/25/2015 By: FJF I Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 ft 3 Room height 0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 5,5 x 4.5 It 5,5 x 4.0 ft 5 Room area 24.8 ft2 22.0 ft' Ty Construction number U-value BtutVftl-'F) Or HTM Bt ft2) Area (ft2) or perimeter (ft) Load Bt h) Area (W) or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool1612C-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 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 t-"- 2A-2orn 0.350 n 9,69 10,46 0 0 0 0 0 0 0 0 VG11 12C-0sw, 0.091 e 2.522-85 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 13A-2ocs 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 V612C-Osw 2A-2omd 0.620 0,091 e s 17.17 2.52 16.92 2,85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2orn 0,350 0.350 s s 9.69 9.69 46 10,68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0,201 s 5.57 529 0 0 0 0 0 0 0 0 0,091 w 2.52 2.85 0 0 0 0 0 0 0 0 TE 12C-Osw 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-2om OMO 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 t-D 13A-2ocs 0,201 w 5.57 5.29 0 0 0 0 0 0 0 0 11DO 12C-Osw 0.390 0,091 w 10.80 2,52 12.03 1.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L-D 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 25 25 22 43 22 22 20 38 F 2OP-llt 0V8 2.16 L12 0 0 0 0 0 0 0 0 F 22A-tpi 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 31 2 Envelope loss/gain 22 401 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 1 0 0 1 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 22 40 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 20 36 15 Duct loads1 26%1 40%, 6 16 26r % 40%1 51 14 Total room load I I 1 28 57 I 25 1 50 Air required (cfm) 1 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rw 2018-Mar-14 14:27:28 Right -Suite& Universal 2018 18.0. 10 RSU23828 Page 8 veLargoBGRW\Lot9lKensingtonReserveLargoBGRW.rup Calc = MJ8 House faces: W rr 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.DEL-AIR,COM Job: Lot9l Kensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 289.0 ft 5 Room area 289.0 ft2 Ty Construction U-value Or HTIVI Area (w) Load Area Load number BtuWftl-'F) Bt ft2) or perimeter (ft) Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_G 12C-0sw 0,091 n 2.52 2.85 168 153 386 436 2A-2om 0.350 n 9,69 10.46 15 0 145 157 t-G 13A-20cs 0.201 n 5.57 529 0 0 0 0 2A-2om 0,350 n 9.69 10.46 0 0 0 0 1 VL_G 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 2A-2orn 0350 e 9.69 28.96 0 0 0 0 13A-2ocs 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 16.92 0 0 0 0 V612C-Osw 0.091 s 2.52 2.85 0 0 0 0 2A-2om 0350 s 9,69 10.46 0 0 0 0 2A-2om 0.350 s 9.69 10.68 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5,29 0 0 0 0 0.091 w Z52 2,85 32 32 81 91 TE 12C-0sw 2A-2onn 0.350 w 9.69 28.96 0 0 0 0 2A-2onn 0.350 w 9.69 28.96 0 0 0 0 2A-2orn 0.350 w 9,69 28.96 0 0 0 0 t--D 1 3A-2ocs 0.201 w 5.57 529 0 0 0 0 11DO 0390 w 10.80 12.03 0 0 0 0 P 12C-Osw 0.091 2,52 1.45 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 C 166 -30ad 0.032 0.89 1.74 289 289 256 503 F 20P-11t 0,078 2.16 1.12 48 48 104 54 F 22A-tN 0.989 27.40 OM 0 0 0 0 6 c) AED excursion 79 Envelope loss/gain 972 1161 12 a) Infiltration 246 83 b) Room ventilation 1 0 0 13, Internal gains: Occupants @) 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1217 1244 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1244 15 Duct loads 26% 1 40%] 318 497, Total room load 1 1 15351 17411Airrequired (cfm) 81 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar-14 14:27:28 Right-SuiteO Universal 2018 18.0.10 RSU23828 Page 9 V.LargoBGRW\Lot9lKensinglonReserveLargoSGRW.rup Calc=MJ8 House faces: W Duct System Summary Job: Lot9l Kensington Resery wrightsofte Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3786 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0,24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0120 / 0120 in H2O 0.202 in/1 00ft 1160 cfm 119 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Cig cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk b(h I h 441 23 18 0.237 4,0 Ox 0 VlFx 16.1 85.0 SO great rm h 3501 186 140 0.208 0 Ox 0 VlFx 23.2 92.0 st2 great rm-A h 3501 186 140 0.218 8.0 Ox 0 VlFx 18,0 92.0 st2 kitchen h 3636 193 144 0.219 8,0 Ox 0 VlFx 17.4 912.0 st2 laundry c 1086 16 47 0.235 4.0 Ox 0 VlFx 16,9 85.0 SO loft h 1535 81 75 0.295 5.0 Ox 0 VlFx 11.3 70.0 mstr bth h 1065 57 49 0.295 5.0 Ox 0 VlFx 11.3 70.0 mstr rm c 4172 91 181 0.304 8.0 Ox 0 VlFx 9.1 70.0 instr we c 50 1 2 0.304 4.0 OX0 VlFx 8.91 70,0 mstr wic h 326 17 15 0.294 4.0 Ox 0 VlFx 11.6 70.0 mstr wic int c 57 1 2 0.326 4.0 OX0 VlFx 3.5 70.0 mud rm h 982 52 28 0.212 4.0 Ox 0 VlFx 21.3 92.0 st2 pdr h 799 42 19 0.202 4.0 Ox 0 VlFx 27.1 92.0 st2 rm 2 c 1550 42 67 0.232 6.0 Ox 0 VlFx 18.4 85.0 stl rm 3 c 3120 96 135 0.227 7.0 Ox 0 VlFx 20.8 85.0 stl rm 3 wic c 1388 38 60 0.209 5.0 Ox 0 VlFx 29.8 85.0 stl rm 4 c 859 37 37 0.300 6.0 Ox 0 VlFx 10.1 70.0 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) F R f pm) in) in) Material Trunk st2 Peak AVF 659 470 0.202 616 14.0 0 x 0 VinIFIx SO Peak AVF 215 327 0.209 600 10,0 0 x 0 VinlFlx 2018-Mar-14 14:27:29wrightsoft- Right-SuiteO Universal 2018 18,010 RSU23828 Page 1AM " ... veLargo,B,G'R"W"\L-ot-," 91K-en'sirigtonReserveLargoBGRW.rup Calc = MJ8 House faces: W Name Grille Size (in) Htg ef m) CIg cf m) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx A * wrightsoW 2018-Mar-14 14:27:29 Right-SuiteO Universal 2018 WO. 10 RSU23828 Page 2 Am ... VeLargoBGRW\Lot9lKensingtonReserveLargoBGRW.rLip Calc = MJ8 House faces: W 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) El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. l. I - 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) 3/14/2018 2:41:28 PM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 T wow III 14x8 Swcd 1411 tv d4- ff-4 X M tJ loath duct M1.c-d-Ooroofcap9x4 -I* 14—.8- 4 C3 C) X; Uc f an atone 696RNB 8x4 w dM 70- 0 0 r > wzr Transfer ducts/grAles sized In a compliance with Florida Residential Puliding Code - M602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted I inch undercut on doors to habitable rooms, 2 Ga kitchen vent to roof cap X 7-1 OOP 0*1 --------------------- 2A Builder will need to provide a/c duct chase Ox4 1wcd 15 V-001A 4- 50 lwcd loath duct 14' 4 5 to roof caplOxISragW/f an4' Nutone 696RNB i 14 1wcd 16' T VwaA 35 6 10x6 1wcd I Imcd 75 20x6 wall rag cr V-POLA Mal wcd 4' dryer duct jjffi to roof cap 6' w/dryer vent box 2 Vq 10:7671wcd 3' loath duct 65 to roof cap Mwal rag cd6 w/f an Nutone 696RNB 20x6 malt rag 1414116t 7' 1 2 VVOAL 135 AJW 12x6 lwcd#'V CA 1OX6 1wc 3, 0 TON W/5KW @240V IPH 1843 pten 60 Platform by r . ....... bid Wilke Willi' 04VA scale Rating z Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. Q> NZ z 0 CO LIJ Uj CY) CD LLJ LLJ CY V) LLJ in o CD 0 Ln CU I. CY J G) V 0 ty U) U- 1 z CO D 1 0 D Dr 00 0- 1 C/) C) C) Ova Wvantagg Plumbing, ine License F6 7 Signature Ilk 4 4 V- r - V rn- AW t . A; t DESCRIPTION AS FURNISHED: Lot 91, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO I6 Ryan Homes/NVR `Inc. LOT 30 PALM HAMMOCK ALLOTMENT PB 1, PGS 104-105 NOT INCLUDED N0001 9,09 " W 40, 00' W ti^ Q h LO CA "" LOT 92 M P.C. %1 i 64.44'_ _ 1 3 V50' 41.50' LOT 91 14.0' A\C 4 LANAI a b M PROPOSED MODEL LARGO VS1 - B GARAGE RIGHT 6 7' f ENTRY a 21.3' 16' DRIVE 10' UTIL. ESMT Ok to construct single family home with setbacks and impervious area shown on plan. q.3. q of. 5.00, W J 0 OJ ~ WALK B N00019'09"W 40.00' 50' PRIVATE R/W) 5.00' Lay,, co V.s t -" E, I C, P, LOT 90 PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY LD " rLlnvl"" " PER DRAINAGE PLANS FRONT 25 PLOT FLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW G Q IMPERVIOUS COVERAGE - 1,996t SQUARE FEET OR 43.4% SIDE 5' FOR 40' LOTS LOT GRADING TYPE A i 5Q4 i LOT CONTAINS 4,600t SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 31.1' QQ LIVING AREA CONTAINS 1,353t SQUARE FEET SIDE g 10' FOR 75' LOTS PORC H^rCONTAINSS 6455.± SQUARE FEET SIDE STREET YY < 1 t r r Y, } t T C R U,...l l YVH.,L,i Y R —1..? (s C1 1 1 DCONC/{ LA N'AtI 1SURVEYORSGf1rJSOCi . , 1 IV . L4 yVD rJ U 4 V Li YO 4 S LEGEND - LEGEND - P Pq.L. 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436PLAT . POINT ON LINE F • FIELD TYP. • TYPICAL NOTES: LP. + IRON PIPE PR.C, . POINT Or REVERSE CURVATURE IRON ROD P.C.C. POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRAC77CE SCT FORTH BY THE FLORIDA BOARD OF CMRH CONCRETE MONUMENT PAD. w RADIAL PROFMStONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET LR. + 1/2' IR r/NLD 4596 NR. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RASED SEAL, MIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERCO V.P. WITNESS POINT 1 THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. •POINT OF BEGINNING CALC. •CALCULATED OR EASEMENTS THAT AFFECT THISPROPERTY. P.O.C. POINT DF CDMNCNCENENT P.R.M. PERMANENT REFERENCE MONUMENT LINE ION 4. NO UNDERGROUND IMPROVE'MENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NyD + MAILER DISK OSI_ BUILDING ETTNISHCBACKLINES. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER €Milt' R/V RIGHT-OF-VAY D.M. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSMT. • EASCMCNT D.B. + BASE DEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARWO (B.B.) DRAM. + DRAINAGE UTIL. • UTILITY S. ELEVATIONS, IF SHOWN, ARE BASSO ON NATIONAL GEOOERC VERTICAL OATU14 OF 1929, UNLESS OTHERWISE NOTED. CL.FC. CHAIN LINK FENCE 9. CERTIFICATE OF AVTNORIZATION No, 44Y6. VOXC. VOOD FENCE C/B CONCRE IF BLOCK SCALE I----- 120 -^--^i DRAWN BY. P, C. • POINT OF CURVATURE R. T. * POINT OF TANGENCY DESC. + DESCRIPTION CERTIFIED 6Y' DATE __.___.. _... ___ ORDER No. R • RADIOS L w ARC LENGTH PLOT PLAN 03-06-2016 1213-16 O • DELTA C • CHORD C. D. CHORD DEARING NORTH THE anGRU THISBUILDING/PROPERTY DOES NOT LIE WITHIN ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM• R. 4714 X' L. S 4801 ZONE MAP 112117CO09OF (09-2B-07) it AM N A FLORIDA CORPOR-A-710N 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING PROJECT: KENSINGTON RESERVE LOT/BLK/MODEL: LOT:91 / MODEL:LARGO Vl / ELEV:B / GAR R JOB#: 71543 MASTER#: WRCLGlBL9 OPTIONS: LANAL:9-4 CLG U Lumber design values are in accordance with ANS11TP1 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. 4164-TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1 BL9 Site Information: Customer Info: RYAN HOMES Project Name: A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Lot/Block: Model: LARGO v1 "B' Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -91 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 G15-31 .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 A0211952 A01 1/8/18 13 A0211964 CJ3 1/8/18 25 A0211976 FL05 118/18 A0211953 A02 118/18 14 A0211965 CJ4 1/8/18 26 A0211977 FL06G 1/8118 3 A0211954 A03 1/8/18 15 A0211966 CJ5 1/8118 27 A0211978 FL07GE 1/8/18 4 A0211955 A04 1/8/18 16 A0211967 E01 1/8/18 28 A0211979 FL08 1/8/18 5 A0211956 A05 1/8/18 17 A0211968 F01 1/8/18 29 A0211980 FL09 1/8/18 6 A0211957 A06 1/8/18 18 A0211969 F02 118/18 30 A0211981 FL10 1/8/18 7 A0211958 B03 1/8/18 19 A0211970 FG02 1/8/18 31 A0211982 FL1 1 118/18 8 A0211959 B03GE 1/8/18 20 A0211971 FG03 1/8118 32 A0211983 FL12GE 1/8/18 9 A0211960 B04 1/8/18 21 A0211972 FLOI 1/8/18 33 A0211984 HJ2A 118/18 10 A0211961 CA 1/8/18 22 A0211973 FL02GE 1/8/18 34 A0211985 HJ3A 1/8/18 11 A0211962 CAA 1/8/18 23 A0211974 FL03 1/8/18 135 1 AO 11986 HJ6 1/8/18 12 A0211963 CJ2 1/8/18 24 A0211975 FL04 136 1 A0211987 HJ7 118/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc, under my direct supervision based on the parameters provided by A-1 Koot I russes, Ltd. Truss Design Engineer's Name: Anthony Tombo [if 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, per ANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by (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 projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the MD represents an acceptance of professional Int%nengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDonyey T. 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. T041 'fee Ilp I NO 90063"1 ft P.E. SERIAL #: 3B BC A2 2100 00 00 00 4C 12 87 DF Page 1 of 2 Lumber design values are in accordance with ANSIfTPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. A#TRUSSES A FLORIDA CORPORATION RE: Job WRCLG I BIL9 No. Seal # Truss Name Date 37 A0211988 12A 1/8/18 38 A0211989 J3A 1/8/18 39 A0211990 J6 118/18 40 A0211991 J7 1/8/18 41 A0211992 M7G 1/8/18 142 A0211993 VM3 T~ 1/8/18 43— A0211994 VM5 1/8/18 144 STOL01 STD. DETAIL 118118 1 145 STDI-02 STD. DETAIL 1/8/18 46 STDI-03 STD. DETAIL 1/8/18 47 STDI-04 STD. DETAIL 1/8/18 48 STDI-05 STD. DETAIL 118/18 49 STDI-06 STD. DETAIL 1/8/18 50 STDI-07 STD. DETAIL 1/8/18 51 STDI-08 STD. DETAIL 118/18 52 STDI-09 STD. DETAIL 1/8/18 53 STDL10 STD. DETAIL 1/8/18 54 STDL1 I STD. DETAIL 1/8/18 155 STDL12 STD. DETAIL 1/8/18 56 STDL13 STD. DETAIL 1/8118 57 STDL14 STD. DETAIL 1/8/18 58 STDL15 STD. DETAIL 1/8/18 59 STDL16 STD. DETAIL 1/8/18 Ply I RYAN V1 WRCLGlBL9 IA01 I Hip GirderI A0211952 AlA- R - ocif Trusses, I - F I ort I Pierce, - - 1 FL - 1-1 34946, 111 -- d - esign I @a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:36:53 2018 Page 1 ID: hA3xRN7kH8GY-$Qsevncy2zOBnp-CTTQ06ChHmEfFBJIYbnuho3hzE3clUHqDQJ3rzzxRiO 1-01 7-0-0 --4 - - 5-4-9 5-2-13 5-4-9 7-0-0 1 -Gr: 28 - 29 30 11 31 4x10 2X4 11 3x8 5x10 MT20HS- 3x6 7-0-0 23-" 20 11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.255 TC 0.84 Vert(LL) 0.2910-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0Z8 Vert(CT) 0,5810-12 624 240 BCLL OLO Rep Stress Incr NO WEI 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,3510-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2,0E WEBS 2X4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 241-11 oc purtins. BOTCHORD Rigid ceiling directly applied or 6-11-6 oc bracing. N41 fek recommends -- that-' S-- t -a b i I-i z -e r- s- andd- required . cross bracing be installed during truss erection, in with Stabilizer Installation 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 2 893(LC 4) 7 893(LC 5) Max Grav 2 2494(LC 1) 7 2494(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-514011869, 3-20=-6367/2382, 20-21 =-6367/2382, 4-21 =-6367/2382, 4-22=-6367/2382, 22-23=-6367/2382, 23-24=-6367/2382, 5-24=-636712382, 5-25=-639012392, 25-26=-639012392, 6-26=-6390/2392, 6-7=-5136/1867 BOT CHORD 2-13=-1633/4652,13-27=-1630/4668, 27-28=-1630/4668,12-28=-1630/4668, 12-29=-2276/6390, 29-30=-2276/6390, 11 -30=-2276/6390, 11-31 =-227616390, 10-31 =- 2276/6390, 10-32=-1635/4664, 32-33=-1635/ 4664, 9-33=-1635/4664, 7-9=-1638/ 4648 BOT CHORD 2- 13=-1633/ 4652, 13-27=-1630/4668, 27-28=-1630/ 4668,12-28=-1630/4668. 12-29=-2276/ 6390, 29-30=-2276/6390, 11 -30=-227616390, 11-31 =-2276/6390, 10-31 =-2276/ 6390, 10-32=-1635/4664, 32-33=-1635/4664, 9-33=-1635/4664, 7-9=-1638/4648 WEBS 3-13=0/ 504, 3-12=-738/206 1, 4-12=-690/480, 5-1 0=-700/478, 6-10=-753/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Varsd=1 16mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFIRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1. 60 plate grip DOL=1 ' 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 893 lb uplift at joint 2 and 893 lb uplift at joint 7. Dead Load Deft. = 5116 in 9 wa 0110 = PLATES GRIP MT20 244/ 190 MT20HS 1871143 Weight: 164 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9- 0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 881bdown at 11-0- 12, 88 It) down at 13-0-12,881b down at 15-0-0, 881bdown at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22- 114 on bottom chord. The design/selection of such connection device( s) is the responsibility of others, 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1 .25 Plate lncrease=1.25 Uniform Loads ( ptf) Vert: 1-3=- 60, 3-6=- 60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193( F) 6=-193( F) 13=-365(F) 9=-365(F) 20=-123fl 21=-123(F) 22=- 123(F) 23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F) 33=-70(F) W." R-ftokten' Wk I IWURFE 101"-wWww'. patio ow-rtmo.0 awl to 3 Pin, l'* i-a Mint* t"ftwnW Anthony'r. Tombo 711, P1, r $0083 4451 St. Lucie Blvd, W- idw 4 v'" i}'v pwromood lia 1- 1tup tn- 1, tcl IN I"" h"J. . Na' S,. h1o. e of W" kR wb"i WM r . td*q,. 1111 Fort Pierce, FL 34946 o Zt ryn1h1020l6AIk*0Irvsm A01iaRyLIombPQI'P'I' lipwadwof tirs iletumm, 10 my Wk 4 plobilided .40#1 tht writto litumisri" f1m A I got Imses Truss AN HOMES / LARGO vi WRCLG1 BL9A02 ............. I Hip 1,2 1 A0211 Al Roof russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 81 0 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-gfioc$DJ23MWsLuV61ljEOcvjeJN137zS42dNf 501 9-0-0 6-0-0 6-0-0 9-0-0 1-0 06 := 3x4 = 4x6 - -- Dead Load Deft, = 3/16 in 3X4 = 06 = 3X4 -= 3X6 11 3x6 11 LOADING ( psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip D OL 1.25 TC 0.65 Vert(LL) 0,1712-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.3812-15 946 240 BCLL 0.0 Rep Stress Incr YES WB 031 Horz(CT) 0.09 8 n/a n1a BCDL 10.0 Code FBC2017fTP[2014 Matrix -MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No. 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 SLIDER Left 2x4 SP No,3 1-6-0, Right 2x4 SP No. 3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purfins, 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 I t io de. accordance ---- REACTIONS. ( lb/size) 2 1260/0-3-8 (min. 0-1-8) 8 1260/0-3-8 (min. 0-1-8) Max Horz 2 74(LC 12) Max Uplift 2 357(LC 8) 8 357(LC 9) Max Grav 2 1260(LC 1) 8 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-950/0, 3-4=-2125/1421, 4- 5=-1992/1451, 5-6=-1992/1450, 6- 7=-2125/1421, 7-8=-950/0 BOT CHORD 2- 12=-1 101/1872,11-12=-133612204, 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; Vuit--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 ZO 3) Provide adequate drainage to prevent water ponding, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% Not tntfOgWq f W..%Wgi so*- Won, WrMMfM Anthony T. Tombo 111, P.E. 80083 I- Ov" W Wins 9 *' tn' kup., I,., k,r "op" 04 In's ftw. 4451 ' lk, 111. 61.niJ4— ls #Q N IA,*oj hs.r., I jfvoe hp. 0 f wj*4 01,WW qr,, t(Aw o, TN I St. kide Blvd. Zt 'C'O'Polillit 07016 4 1 loot Im"ti Anthony 1, Imbo III, P1. Reploklioe of th's ilowatnt, in 4sy look, is plohibited ithout tht wme* Fornissi" hom A I RW hisies Anthony 1, 101*0 111, P'L Fort Pierce, FL 34946 WRCLG1 BL9 I IA03 Hip I RYAN HOMES / LARGO v1 A0211954 Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:36:55 2018 Page I ID:hA3xRN7kH8GY-sQsevncy2zOBnp-8sbApoEypNUNUUThgOpymD92a2lOmXV7hkoAvrzxRiM 1-0 -Q 5-7-14 .... ... 11 -0-0 1 "_0 -4 - - -- - - - __+ - ___ - __ _3_ - _; t:_ -1Ft-001 5-7-14 + -- 54--t- &4 5-4-1 5-7-14 1-0- 4x4 — 4X8 - L Dead Load Deft. = 1/8 in 4x6 11 US = 3x6 -- 3)(4 = 4x6 11 LOADING ( ps" SPACING- 2-" CS1. DEFL. in (loc) Ildeft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.2211-20 999 360 TCDI_ 10.0 Lumber DOL 1.25 BC 0,62 Vert(CT) 0.4611-20 788 240 BCLL 0.0 Rep Stress Incr YES WS O.24 Hor-z(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.19 11-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No,3 1-6-0, Right 2x4 SP No3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc pudins, BOTCHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 M- t-e-k-r--e-commends -that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 1260/0-3-8 (min. 0-1-8) Max Horz 2 89(LC 13) Max Uplift 2 339(LC 12) 9 339(LC 13) Max Grav 2 = 1260(LC 1) 9 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1207/130, 3-4=-2239/1628, 4- 5=-1932/1362, 5-6=-1739/1343, 6- 7=-1932/1362, 7-8=-2239/1628, 8- 9=- 12081129 BOT CHORD 2- 13=-1341/2009, 12-13=-963/1739, 11 - 1 2=-963/1739, 9-11 =- 1348/2009 WEBS 4- 13=- 322/427, 5-13=-81/417, 6-11 =- 82/417. 7-11 =-322/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat, It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1. 60 plate grip DOL= 1 .60 3) Provide adequate drainage to prevent water ponding, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a MO 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 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE( S) Standard 30-" PLATES GRIP MT20 244/ 190 Weight: 145 lb FT = 0% 0 R 9 uw Rawq- lhae 4attEMf inter ne'{t F€ t184SFS€"YttEk"i, 6El t{t FtdMf { (bAU!CFS (8S[D144 pn}Y'AtIE16tH..iYi1`#AI' Prix iedt Inyr Ma Nrs al rtef ales w Wic imx bx v Mgif@9j RMM 4psi i. Casio . t.L4hee AM Mhre nt Udnu Attu u l Belk fi&.9Np --- Anthony T, Torntoo 111, P.lt. Z $0083 New"hilwooLwoew" nmls se -Warm IDD altk wsrtrehee'x"htllaP("4"tat*reew;airapthsr9V"iftiono* V.0 PA., 4451 St. Lucie Blvd. is fort Pierce, FL 34946 opylifibi 0 2016 A I lost I'Vnes IttProilocia. of flis 44(useent, in nor two, ispokilided withotntlet wtinn pemssio hem A-1 Roof hesits Asthuoyl.10401101, JVU I Fuss I ype Uty Ply RYAN HOMES / LARGO v1 A0211955A2WRCLG1BL904Hipes, Fort Pierce, FL 34946, design@al truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov -11226-1-7 - M' i-T—ek-i-n—du—stria s---.--In-c- .---Mon-- ---J-a--n - -8- -11--:-3- 6-:-5-6--- -20 1-8- --Pag-e-, 1 ID: hA3xRN7kHBGY_sQsevncy2zOBnp-c29Zl7FaahcE6eltEjKBJRhApR?f\/-aGwOXkSlzxRjL 13- 0-0 24_-673-- 1- 0-0 6-5-13_.. 5-13 64--3 4-M 6-6-3 6-5-13 4x6 II 4x6 // Dead Load Deft, = 3116 in 4x6 11 3x4 = 4x6'= 3x4 = 4x6 11 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udeft L/d TCLL 20,0 Plate Grip DOL 1,25 TC 1.00 Vert(LL) 0.45 13-16 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 Rep Stress Incr YES WS 0,25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(I-L) 0.31 13 999 240 LUMBER - TOP CHORD 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. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MITek recommends that Stablhzers-and required cross bracing be installed during truss erection, in accordance Stabilizer In allat n9qJda. S1111 ", 1,"----"-"-, -I-t t- ---io- _ ___ 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 BOT CHORD 2- 13=-1359/2017,13-22=-84511532, 12- 22=-845/1532,12-23=-845/1532, 11- 23=-845/1532, 9-11 =-1365/2017 WEBS 4- 13=-465/531, 5-13=-223/498, 6- 11 =-222/498, 7-11 =-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= I 16mph; TCDL=5,Opsf; BCDL=S,Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 .60 plate grip DOL= 1 .60 3) Provide adequate drainage to prevent water poncling. 4) Plates checked for a plus or minus 0 degree rotation about its center, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members, with BCDL 1 0'opst 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard PLATES MT20 0 a - GRIP 244/ 190 Weight: 133 lb FT = 0% Wo loup W.W."Winown. no, I., ttr k'"IM 040, Wine, I h'*ALtJWMS1Wio*' r. IN 00 low IN 11n, lowof.0ft" n#04R, Anthony T. Tombo 111, P.E. 80083 Io,*, ump-MM, oodom"&].' Nnys", 1%,)"f f1folon .4 1., Now",., 4451 St. Lucie Blvd. apyt# f 0 2010 A I Roof hussts AoIhoyI,loWboIILPJ. hpody(liol of An 00(~. in doy form, isplobilkled rilhol tht Wntleo pomission fro. A-1 Roof hows Anthony 1. Tomh III, PJ, fort Pierce, FL 34946 Job Truss Truss Type WRCLG16L9 A05 Common Al iRociffwsses, Fort Pierce, FL I 4x6 11 RYAN HOMES / LARGO v1 s Nov 12 2017 Print: 8.120 s Nov 1 ID:hA3xRN7kH8GY-sQsevnc 5.00 I-iT 4X6 --- 3x4 nz 4x6 3x4 LOADING (ps"' SPACING- 2-M CS1. DEFL. in (loc) I/deft LtdTCLL20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 TCDL 10,0 Lumber DOL 1,25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0,0 Rep Stress Incr YES WB 0,62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ls Ilation gu ide. qide REACTIONS. (lb/size) 2 = 1260/0-3-8 (min, 0-1-8) 10 1260/0-3-8 (min, 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 374(LC 12) 10 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (Ib) Max. Comp,/Max. Ten. - AP forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=- 1996/1528, 5-6=- 1909/1552, 6-7=-1909/1552, 7-8=-1996/1528, 8-9=-2207/1601, 9-1 0=-944/109 BOT CHORD 2-14=-1295/1966,14-23=-73711363, 13- 23=-737/1363,13-24=-73711363, 12- 24=-73711363,10-12=-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 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 DQL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 1 O, Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE( S) Standard 30- 0- 0 A0211956 Jan 8 11:36:57 2018 Dead Load Deft. = 1/4 in 4x6 11 PLATES GRIP MT20 244/ 190 Weight: 137 lb FT = 0% 4 .Phtvt 1100 Imifirm[W)s GRU t"In I 0OTIM Mlo*{tlltlr; Mitt KWAr here, Woo hop Ailkstyl 40W Anthony T. TombolL, P.E. z 80083 4451 51L Lucie Blvd. Fort P; etce, FL 34946 opytilet 01616 A I kw guises AfithaNy 1. loffilso 111, P.L hP104#600 of this k(ument, in GAY term, is frokilined ithoul the wintes Permission hoss A I bef horses Artitiony 1, loisho 111, 1`1 I Truss RYAN HOMES / V1 Job Truss WRCLG1BL9 A06 Fort Pierce, Roof Special Girder Itruss.com Run 4x4 — s Nov 12 2017 Print: 8.120 s ID:hA3xRN7kH8GY sQs Industries, Inc. A0211957 Dead Load Deft. = 5/16 in 11 14 1z 5xa 11 3x8 5x10 MT20HS-- 3x8 = 6x6 = 4x10- Plate Offsets L - ------ 8 Q _1,1112:0-3-0,04-41710 LOADING(psf) SPACING- 2 CS1. DEFL. in (loc) lidefl Ud TCLL 20.0 Plate Grip D, OL 1 52.5 TC 0.96 Vert(LL) 0.3312-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0,6412-13 559 240 BCLL 0.0 Rep Stress Iner NO WB 0.84 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.3812-13 943 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* TI: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 'Except' 132: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS I Row at midpt 6-15 0it6li-recommends " - that Stablit"ie-r-s and required cross bracing be installed during truss erection, in accordance- with IStabilizer Installation guide,. REACTIONS. (lb/size) 2 1835/0-3-8 (min. 0-2-3) 10 = 2787/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 27) Max Uplift 2 558(LC 8) 10 986(LC 9) Max Grav 2 1835(LC 1) 10 = 2787(LC 1) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1337f77,3-4=-351211086, 4-5=-3282/1068, 5-6=-3284/1060, 6-7=-5978/2092, 7-8=-5978/2092, 8-9=-5820/2081, 9-1 0=-5894/21 00 BOT CHORD 2-15=-971/3156, 14-15=-163715243, 13-14=-1636/5244, 13-23=- 1 810/5440, 12-23=-1 81015440, 10-12=-184315332 WEBS 4-15=-235/303, 5-15=-676/ 2207, WEBS 4-15=-235/303, 5-15=-676/ 2207, 6-15=-3010/1149, 6-13=-466/1046, 7-13=-273/194, 8-13=-350/689, 8-12=-411/1381 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, Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated, 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0- 0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 2 and 986 lb uplift at joint 10, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23- 0-0 on top chord, and 1544 lb down and 547 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11- 4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front ( F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase= 1. 25 Plate Increase=1.25 Uniform Loads (plo PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 159 lb FT = 0% Standard Vert: 1- 5=-60, 5-6=-60, 6- 8=-60, 8-11 =-60, 16-20=-20 Concentrated Loads (lb) Vert: 8=- 193(6) 12=- 365(B) 23=- 1544(B) 9 cS 1 """ I*fWW'% W.w r" IUD "'. w AN An'thony T. Tombo 111, Pf. e, " 1— rciIw 1Lq- W I v $0083 All WOMM 1 4451 St. Lucie Blvd, opyriffm 0 7016A I Roof Twos Anthooff, Tomb, III, P.f. Replodottio, of Ilin h(ument, in CIA form, is p(ohlbiled wilbot" IRA w1itlee littmouto from A-1 Roof tross" Aothonyl.lombollLPI, Fort Merce, FL, 34946 V1 A0211958 WRCLG1BL9 B03 3 1common JJob _1Reference (op nal) Afkoizif Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:36:59 2018 Page 1 ID: hA3xRN7kH8GY-sosevncy2zOBnp-ldqht9HSsc_pz6mSvruux3Jq9flJiLcicMmO2dzxRiI 1- 0-0 65-8 0 14-10-9-- ------ -- 4" 2-9 4----- 2-8 6-5-7 1-0-0 I 4x4 - z 3x6 11 5X8 --- 3x6 i I LOADING ( psf) SPACING- 2 O CS1. DEFL. in (loc) Well L/d TCLL 20 O Plate Grip D( X 25 TC 0.41 Vert(LL) 0.1710-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.3510-13 726 240 BCLL 0,0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 Ma n/a BCOL Mo Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.06 10 999 240 LUMBER - TOP CHORD 2x4 SP No,2 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SLIDER Left 20 SP No.3 1-6-O, Right 20 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Aif4- r-e-co-m--m--e-n--d-s--t,-h---a-t-S--t-a--b-i-li-z-e-rs--and --required - I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide _ REACTIONS. ( lb/size) 2 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = 274(LC 12) 8 274(LC 13) Max Grav 2 = 913(LC 1) 8 913(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2- 3=-923/55, 3-4=-1433/1075, 4- 5=-1 127/850, 5-6=-1127/850, 6-7=- 1433/1075,7-8=-923/55 BOT CHORD 2-1 0=-832/1271, 8-1 0=-837/1271 WEBS 5- 10=- 3941604,6-10=370/444, 4-1 0=-370/444 NOTES- 1) Unbalanced root 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; Ca 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 . 60 plate grip DOL= 1 .60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE( S) Standard Dead Load Deft. = 3/16 in PLATES GRIP MT20 244/ 190 Weight: 96 lb FT = 0% Anthony T. Tombo ill, P.E. 780083 A WW woo im" PAW, 4451 St, Lucie Blvd, Z Fort P'Vrce, FL 14946 opffilm 0 2016 A I toot Bosses hpoilvitiow.1 tli, 00tumem, in oly form, is pokibiled ilhovt tht eFifleo pomintoo hem A-1 Roof Tirvises A**oeyI,Iomii*1I0A. i Job Truss Truss Type iy Ply-- WRCLGlBL9 B03GE I Common Supported Gable I ki- _ ___ ___ - -,-" - - --- - i - --" - - -- -" - - - - Jo Reference jig IRoartrusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Mon Jan 8 1 ID:hA3xRN7kH8GY-sosevncy2zOBnp-Vp03sV14dv6faGLeTZP7THs44 1224-91-0-01 10-8-0 10-8-0 11-0-0 4xAt 91T 3x4 ii 24 23 22 21 20 19 18 17 16 3X4 11 5X6 = 5 a9 A0211959 21-4-0 Plate LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 14 nlr 90 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 14 n/r 80 BCLL 0.0 Rep Stress Incr YES we 0,06 Horz(CT) 0.00 14 n/ar n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 110 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP No.3 1-6-7 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. All bearings 21-4-0, lb) - Max Horz 2= 86(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-110(LC 12),16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=- 115/271, 8-9=-1 151271 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Indus" Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 1 .5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing, 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except Ot=lb) 24= 110, 16= 104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 1 Ito Ift t ritsw.-g., 4.4, Poithony T. Tomho III, P.E. 4: 80083 4451 St, Lucie Blvd, e% What 1, Imb Ill. P1, Iterr'06mire 01 this 0saiwas. mitil, lown pt.iribittil .44.1 this ostiors pfowme. joix A I toot lonsio Whay T 14ru 11L ?J' Fort Pierce, FL 14946 Job Qty I Ply I RYAN HOMES / LARGO v1 WRCLG1BL9 B04 Common I A0211960 6ierce, FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:01 2018 Page 1 ID: hA3xRN7kH8GY-SOsevncy2zOBnp-z?y$4rJiODEWCPwrOGwMOUOAXSikAF6?3gFV7VzxRiG 6-5-8 I 4-10-9___ ___ _,__ _ i - __ __ __ __ - - - ?!:A_9 - - __ ____ - - - __ - I 6:54 4-2-9 4-2-8 6-5-7 4x4 =_ Dead Load Deft, = 3/16 in 3x6 11 5X8 == UIS 11 LOADING (pso SPACING- 2-0 CS1. DEFL. in loc) I/def! Ud TCLL 20.0 Plate Grip D( X I 25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 110.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0,36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0,23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No 3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP NO3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oe purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mae k- recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation I REACTIONS. (lb/size) 8 852/Mechanical 2 91510-3-8 (min. 0-1-8) Max Hor7 2 95(LC 16) Max Uplift 8 245(LC 13) 2 = 274(LC 12) Max Grav 8 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52,3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=- 1440/1084, 7-8=-954/104 BOT CHORD 2-9=- 869/1274, 8-9=-87411280 WEBS 5- 9=- 401/606, 6-9=-376/449, 4-9=- 369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. It; Exp C; Encl., GCpi=0.18; MWIFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1, 60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=245, 2=274. LOAD CASE( S) Standard is PLATES GRIP MT20 244/ 190 Weight: 94 lb FT = 0% A".1olcow! "." oov Anthony T. Tornbo 111, P.E. 00.Tm, I 84O83 h— r' oowt 44.51 St. LuCle Blvd, A'q' q'4kAk ...... Fort Pierre, FL 34946 t (opy'llti C 7016 A I Roof Wses Itpd.r000 ofW, domwot,o ony Ioo'!S P,.hfktd .4..Ift pemsuoe Ito. A I Roof hom AnI4osyI144411111. Jot) Truss Truss Type WRCLG1BL9 Cji Corner Jack Ply LARGO 0 A0211961 Fort farce, 6, design@altruss.com Run: 8.120 s Nov 12 2017 Punt: $.12p s Nov 12 Fp17 MiTek Indust-nes_, Ino.-- Mon Jan -8-1-1-:3-7-:0 2 2p1-8- _, Page 1 ID hA3xRN7kH8GY_ sQsevncy2zOBnp-RCWgHBJL9XMNgZVta_RbYixPHsHyvlx9lK_21xzxRiF 1-p-0 p01-11 1-0 p 0 11-11 { UIS II p-i t-1 t j p-tt tt LOADING(psf) SPACING- 2-0-0 CSL DEFL, in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0,00 5 999 360 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 n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MATek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 5 - 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 - 5/Mechanical Max Horz 5 - 37(LC 9) Max Uplift 5 - 88(LC 8) 3 = 10(LC 1) 4 - 5(LC 1) Max Grav 5 = 150(LC 1) 3 - 12(LC 8) 4 - 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Enci., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% itMkauittttenwYnew(IsaaRfh} aRaAmEaPM, efsta ;r, riaPMtrr.torKfgxifitwmr RtmnAtar,wm4MNfeNqe- WN ++ frRg& mfetIamRros .rorrtm€MnbtPtanRfSPSueteHeihi'l1IrofeS[nROfwqxW7r1alnrftLswr .tMtthe+ CeI toFfaA, nffTrpWa, m}tnptfrihc4,l( xaMio- AsgaNlaentlttb([tZn+qlIx101dq+Nl"mygPyroaITMnfiln ; ,1g40f0hmqclilriP'Atam?rtmAnmrtirnr f raWfF w.jxN,NstWl# ro* sfM4a A(rk4Arubiwhaptmx(iWssmalt( mtwwwoa' otleW«!fot.rwsp( ntrot nUWifnype'Jt4A rwafre10nNitlaAaeA€ Mir@fL. a? t drmeyounwuMuuaMawanwrrttalank, nq, R1 a9rt ttiil+assP,asaSo.! ge! r elµ* rnms "krexate« ragwwnfe„yaHtrOns. aMr% on,rt fkaWx. , w* Ipe!PPnor '04vit"aasAnthony 480083T, TomhoN1, RE, thtuuwoooomEz OCT Pmt toct ,tlnsSnnnEgaAitruaq4451St. LucieBlvd. Clapqyught0701641loothorsesoo4ihit4withnoThe wittenPermissionhemA-1loot horror - Anihoorl. lemqFort Piercel 34946 WRCLG1 BL9 ICJIA I Corner JackI Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 ID:hA3xRN7kH8GY-$Qsevncy2zOBnp- 1-0-0 0-11-11 1 Industries, Hit A0211962 2x4 0-11-11 LOADING (pso SPACING- 2-" CSL DEFL. in loc) I/defl Ltd PLATES GRIP TCLL 20.O Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0,00 5 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.011 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied orO-11-1 I oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iMorelcrecommendsthatStabilizersandrequiredcrossbracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/ size) 3 8tMechanical 2 130/ 0-8-0 (min. 0-1-8) 4 = I/ Mechanical Max Horz 2 35( LC 8) Max Uplift 3 = 4( LC 12) 2 71 ( LC 8) 4 1( LC 1) Max Grav 3 8( LC 22) 2 130( LC 1) 4 13( LC 8) FORCES. (lb) Max. Comp./ Max, Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=S.Opsf; BCDL=5.Opsf,, h=1 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; porch left exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load norcioncurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE( S) Standard We," Id. wWWW", Anthony T. Torribo III, P.E. 180083i. W. b. II I* Imm"'.4 oft"(tte" Ait Wh !'Kv' rw'm " 11.0 SKI ae edamf6M rwo r4- 4451 St. Lucie Blvd. Fort Pierce, FL 34946 teptodircioa of Ilin lowntem, in Q.V term, is litolirrileil e,itheut the winee ptrmissree hoer A,I Net Im- Arilhoyl. lonillo III, N. Job Truss Truss Type Oty Pty FMN H©MES / LAF WRCLGI BL9 CJ2 Comer Jack 4 I aab Ref rence oPti4nal) _ Al Roof Trusses, Fart Pierce, FL 34946, design@a1truss. cam Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek industries, i D: hA3xRN 7kH8GY-sosevncy2zOBnp-NaeaisLbh84 100 _ 1511 3 4. 00 (12 2 T1 F_ o a£ e ca1K A ---4_. 20 Aa211963F loon Jan 8 11:37:04 2018 Pagel Q34 1-27 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (lac) i/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.08 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 6 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 CHORD 2x4 SP Na.2 5) Refer to girder(s) for truss to truss connections. BRACING- ACING- 6) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directly applied or 1-5-11 ac joint(s) 3, 4 except Ot=1b) 2=109. purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gwde _ REACTIONS. ( lb/size) 3 - 25/Mechanical 4 - 13/Mechanical 2 - 139/0-3-8 (min. 0-1-8) Max Herz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 13(LC 9) 2 -- 109(LC 8) Max Grav 3 = 25(LC 1 } 4 - 21(LC 3) 2 - 139(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5Apsf; BCDL=5,Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord five 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. Taae! Ihak aatrytk (Nair Poi - rs2(fF aacsrsrsttiin ErA:idl r(tAi L (S1a$nlQa} ia$ti F r:i:a('+{riMrPi iqR Ctf( i1fi M 1«l9dlit Ha M tNH M flli rfltl a<}i RaliMil[IrQ 111dU1R F.M'(1. rN41P'ki rk-ifldl9t! M61 1R 1N. afR55lMA<wltt OAkiMla! Q.9Nf k7rfk( MHIN }4Na 4k rsohs an t0%dire(dsriirts aP51r1(t}<tMk {{R. iitipar ffrWM,n La15111M11I tliftfMSRM(NiMKf IfM Fi1N3I11a M(Mkrp fifi6fAaaf 4r Ri kS R i lAt 4l trMt Kl a patl M11.. R1M ?Fr. To Z mgoM 711E1:NaAN14. fMINNIIr d rxariu [.ms ap is ar rnrprxbiApAhe Beta ae Q.xisMAr rxedywtaalaN(ut arlyae,aNe nmra Ala,lid.Arq,`sMpe NaA 4+NhYq;NrdiKt ikiry- Aa low," am nrAainss. nrcoaowRot rgr,kztr9h&rdkrUg GaRk on'""wgd AnthonyAnthony T. Tq b0 ill, R. E. na taAa{4etya Wd krro. Au Coos s raa touaar nraats a auAa t Nr r=+ Ar a-Ka ra caea a; [n sua.e zanee aa<p na arn.r aa.a m.m ors eAa tAae razz as r80083 4451 St. Lucie Blvd. ztr'atMse «Mere eiwnm ttwnN earn «Cana tp ra ia9r nn#rek rM Criss ar f Atfad,+ lira, i+as 6rzy igam aA [ass YxAasaa. rvess i st@a gaatS itMt Sc .ahusksr<aiopneAwtwuy UiarYAatl+sanmldaNatRr Fort Pierce, FL 34946 feppiRM0201iiIloaf finsts RmYanyLTampaillP.E. taproioatonofttiviaomtm,inany form, isptoAibittdor AaatMt•rirttopennissiobowA.IRoofirassts AP*ArLIw1ro1ILP_t_ Qty I ply I RYAN WRCLG1BL9JCJ3 [Comer Jack sses, _ FL_ AfRoof-Tru Fort Pierce, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Mon Jan 8 11 ID: hA3xRN7kHBGY-sQsevney2zOBn"nCyvCMDSSkyh1DcF6?IAKZvh41I 2- 11-11 2- 11-11 2- 11 11I 2-11 11 LOADING psf) SPACING- 2-M CSL DEFL. in loc) I/deft 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 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10,0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0,00 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purfins, 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 ... . ...... - - ----- 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; VuIt=1 50mph (3-second gust) Vasd=l 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=11.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard A0211964 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% 41 Haul{ Ruu Mngtlt rsnrR R1'kJ I06f 119SS£S "A(L[I'i SEA?14IEIN5! (:n401C?ly CB416iaQ', sirnf EB6kEAi' krk krYry Bsryr M a1 teed Mes mMis i ass 9evta 4rMaFtt i Rrt s 1. tarp A? p.E tMreaey Shan k#re ax. s rna.nse GMN aslie i61. t.tt QW—mi,nnt, erwtta AM Intl " 104 Anthony T. Tornbc, 111, PI.E. 0 On I— *' r to",, th'tro"AM, ON N., k (-" wank". P. t." 0.4w, ft-"f'0OI%K .780083 1kW"h'jW. O(W'", 4451 St. Lucie Blvd. 4—tow of. i"'Vqqtml — voot It Ot W-.0"A Fort Pierce, FL 34946 Copyright 0 7016 A I tool Innsti hV04400 of this ilowment, in 4AV form, is pohiltned ithot" tht wittol permission from A-1 tool lasses Anthony 1, lombo III, P'I. Job Truss I Truss Type WRCLG1 BL9 CJ4 Corner Jack Ply LARGO v1 A0211965 FL 34946,design@altruss.com Run: 8.120 s Nov 12 2017 Print-- 1-2'-0-- -s-- Nov -12--2-0'1"7"-- M-i T-,-e,k- —Ind--ust—re s, Inc. Mon Ja n -8- -1-1-: 3-T-05-20-1 8 Rage , I ID:hA3xRN7kH8GY-sQsevncy2zOBnp-snCyvCMDSSkyhI DcF6?IAKZv44Gv66hb-HDiGGzxRiC 1-0-0 3-5-11 3 - -5- - I - I f2 2x4i --- 7 LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 8C 0.20 Vert(CT) -0.01 4-7 999 240 l3CLL 0.0 Rep Stress Incr YES WB 0.00 Hor-z(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11 MiToak recommends thatfStabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. ( lb/size) 3 83/Mochanical 4 44/Mechanical 2 205/0-3-8 (min, 0-1-8) Max Horz 2 = 71 (LC 8) Max Uplift 3 54(LC 8) 4 = 36(LC 8) 2 145(LC 8) Max Grav 3 83(LC 1 4 60(LC 3) 2 205(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5,Opsf; BCDL=5,Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1,60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at oint( s) 3, 4 except Ot=lb) 2= 145. LOAD CASE(S) Standard INU, mtrw po'm r. "" N, Anthony T, Tombo ill, P.E. 4: 80083 4451 St, LKie Blvd. ZtFortPierce, Ft, 34<946 2016 A I toot lism Awhopyl. lombo [it, N, kolifoiluni" of this 40(oment"n 4#1 itirm, is prohibited itkoi the ntteo prinissio" hom A1 goof Times AN HOMES / LARGO v1 A0211966 WRCLG1BL9 A1 Roof Trusses, Truss Truss Type CJ5 Corner Jack 6 rus I s I com Run: I -1 8.120 - , , , s "_ N I ov - 1 12 - 20 - 1 1 - 7 Pri nt: 8.12Q - - - - s - N - ov - 12 2017 - M , iTe k Industries, Inc. Mon Jan 8 11:37:06 2018 Page 1 ID:hA3xRN7kH8GY—sQsevncy2zOBnp-KzIK7YMr,DlsplBooppWXjY6?uTZerZxkDxyFoizxRjB 411-11 1-0-0 4-11-11 0-1-12, 4X6 11 LOADING (psf) SPACING- 2-0-05 CS1. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.2525TC 0.57 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0,36 Vert(CT) 0.05 4-5 999 240 SCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR W in d( L L) 0.04 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11 -11 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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 = 268/0-3-8 (min. 0- 1 -8) 3 127/Mechanical 4 55/Mechanical Max Herz 5 109(LC 12) Max Uplift 5 77(LC 8) 3 = 98(LC 12) Max Grav 5 268(LC 1) 3 = 127(LC 1) 4 89(LC 3) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat, 11; Exp C; Enci., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed; end vertical left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 5, 1 LOAD CASES) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% 11, TH w1f Anthony T. Tombo 111, PT 4 r 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 op, tillit 0 21116 A I Isel Imsse, Anthony 1, Tomlin IlL P.1, Repwotoo 04 flill INVosmit, in *n form, is litobibirtel i,ithovl the -nom permission hom A -I Roof 1108es AftlhoftyT Torah 10, P1 I ", — WRCLG1BL9 IE01 Truss Type Half Hip Girder Ply I RYAN HOMES! LARGO V I A0211967 Fort Pierce, FL 34946, design@a1trusS-.c-om--- R un: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Mon Jan ID:hA3xRN7kH8GY-sQsevncy2zOBnp-o9JjKuNT-3-_gWKN_NXImF[E 1-0-0 3-0-0 1 --- --- -- ---- -- -- - -- - --- - ---- -- -1-1-1-1- 15-8-0 04 --,- 2x4 = LOADING (psf) SPACING. 2-0-0 CSL DEFL. in toe) 1/deft L/dTCLL20,0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0,06 5-6 999 240TCDL10.0 Lumber DOL 125 BC 033 Vert(CT) 0,07 5-6 999 240BCLL0.0 Rep Strtess Incr NO WB 0.42 Horz(CT) 0.01 11 n/a n/a BCOL10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. lvliffik re' , d cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/ size) 2 = 46210- 8-0 (min, 0-1-8) 11 377/ 0-3-8 (min. 0-1-8) Max Horz 2 = 69( LC 8) Max Uplift 2 = 297( LC 4) 11 = 259( LC 4) Max Grav 2 = 462( LC 1) 11 377( LC 1) FORCES. (lb) Max, Comp,/ Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=- 7501506, 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 =-426/290 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=5,0psf; BCDL=5.0psf; h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1 .60 plate grip DOL= 11.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=297, 11 =259. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0- 12 on top chord, and 52 lb down and 110 lb up at 3-0- 0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 3=-60, 3-4=-60, 5-8=-20 Concentrated Loads ( lb) Vert: 3=- 26(F) 6=-41(F) 12=-1 1(F) 13=-1 I(F) 14=-17( F) 15=-17(F) U4 11 PLATES GRIP MT20 244/ 190 Weight: 39 lb FT = 0% I lw*' 01 h6truskie'tf.- 4. T— 100 W".& T; *mrtwisr, a im 0 N 3,—, 1* 0—'F wwo mi sm" Q"' . is, {.*- A I" W, rm v'w *11.0 1."'* *41 KI Tlit 0 rk!" "d . bw -if k I., " W" ww' "40wart miuq'wi 4 "'idb 0 Anthony T. Tombo 111, P.E. V 0 1" W"(KKW Wet 1wiiiiotax5r, "llow" Til 00 %0, vt I"* r4ost}we z 80083 4451 St. Lucie Blvd, Zt ("s'poy"nilit 02016 A I lot hitssts kalkay 1, jambir III, Fit. RtP(V4Ucii0* of this knem, in 44Y form, is probibiled wilhoul Ilit wrilt" Firmnsioirtiom A.) Roof Trews Wheal, 1. firribo III, P.1, Fork Pierce, FL 34446 Job --- -- ---- Truss Truss Type ' Qty Ply RYANHOMES / LARGO O A0211968 WRCLG' F01 Hip Girder 1 J 1Job Reference foritionall if Trusses, - Fort Pierce - - FL - 34946- , d I es - ign@a I ltrus I s - - c I orn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Mon Jan 8 11:37:08 2018 Page 1 ID: hA3xRN7kH8GY-sQsevncy2zOBnp-GMt5YE05IN6)(YUyBxEY?ozBLoH9uJRP19FRMtbzxRi9 1 0-014-0- p— --------- 10- 0 5-6-0 3-0-0 5-6-0 1-0-0 LOADING ( psf) SPACING- 2-" CSL DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0.55 Vert(LL) 0.16 8-11 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0,18 8-11 931 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/1'P12014 Matrix -MS 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 3-4-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc, bracing. MtTek recommends that Stabl6zers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. ( lb/size) 2 1012/0-3-8 (min,0-1-8) 5 = 1012/0-3-8 (min. 0-1-8) Max Horz 2 35(LC 31) Max Uplift 2 = 723(LC 4) 5 = 723(LC 5) Max Grav 2 1012(LC 1) 5 = 1012(LC 1) FORCES, ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2336/1651, 3-15=-220411604, 4-15=-220411604, 4- 5=-2336/1650 BOT CHORD 2-8=- 1520/2184, 8-16=-1536/2204, 7-16=-1536/2204, 5-7=-1519/2184 WEBS 3-8=-226/ 340, 4-7=-226/340 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=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=11.60 3) Provide adequate drainage to prevent water poncling, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 1 O.O 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=723, 5=723. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 250 lb up at 5-6-0, and 80 lb down and 104 lb up at 7-0-0, and 240 lb down and 250 lb up at 8-6-0 on top chord, and 144 lb down and 204 lb up at 5-6-0, and 59 lb down and 82 lb up at 7-0-0, and 144 lb down and 204 lb up at 8-54 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 lncrease=1.25 I Plate Increase=1. 25 Uniform Loads (psf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-193(B) 4=-1 93(B) 8=-133(B) 7=-133(B) 15=-80(B) 16=-52(B) Dead Load Deft. = 1116 in PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% 1W. 4 Promt uvoikh— WA I W Rall {Alta'}, RM lim I (,—*M" MTOV'lvlr; M041,Wwor Im Ulf " psoow' Wesow . %, I., k"r Ww"(w, .1 r. isis" I Imo, 41 f t Wm Sow o,*, . hit" olotr'm 0" .* 1119 1olp"lugh r4*4h*'W"lo- I Anthony T, TomboM, R.E. s80083 4451 St. Lucie Blvd. Foft Pierce, FL 34946 10?016 4-1 tool limes iirrllrooylAmlolll'pi. Who, 1, looks III, F.E. Zt LARGO v1 WRCLG1BL9 ...... IF02 Common A02119691r kcf6( Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan --6- i 1-:37-:"09- -2-01-8 Rage 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-kYRTIaPkWgFO9eXNUy3EKAkRThWO2vkBvvBwP 1 zxRj8 14-- 079"-,- - 1-0-0 + 7-0-0 ----- 7-0-0 1-0.0 1 LOADING ( psf) SPACING- 2-0-0 TCLL 20LO Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10L0 Code FBC20171TPI2014 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 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. h recommends that I - Stabilizers required -- --------- - ilif.elk 4 hai: cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. ( Ity/size) 2 620/0-3-8 (min. 0-1-8) 4 62010-3-8 (min. 0-1-8) Max Herz 2 = 43(LC 17) Max Uplift 2 406(LC 8) 4 406(LC 9) Max Grav 2 620(LC 1) 4 620(LC 1) FORCES. ( ib) Max. Comp./Max, Ten. - All forces 250 (Ity) or less except when shown. TOP CHORD 2- 3=-1050/1741, 3-4=-1050/1741 BOT CHORD 2- 6=- 1537/957, 4-6=-15371957 WEBS 3- 6=- 628/326 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= 1 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 and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 4x4 11 CS1, DEFL. in loc) I/defl L/d TC 0. 81 Vert(LL) 0.23 6-12 721 240 BC 0. 67 Vert(CT) 0.17 6-9 988 240 WB 0. 12 Horz(CT) 0,02 4 n/a n/a Matrix -MS 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ity uplift at joint(s) except (jt=lb) 2=406, 4=406, LOAD CASE( S) Standard Dead Load Defl, = 1116 in PLATES GRIP MT20 244/ 190 Weight: 49 It) FT = 0% Poor, U- 07 noro.nal[WW"ow".40W 41'*'04 Anthony T. Torribo 111, P.E.7 $0083 i 4451 St. Lucie Blvd, Fort Pierce, FL 34446 AnihorryLlorabollLF.I. Repurludrop of tkis dectionow, in any form, is prohibited withavi flit written permission from A-1 loot hirsit, An'tionyLlomboilljj, WRCLGlBL9 FG02 FLOOR A0211970 I I 1 11 1 3 1nh P.f.-.- t-ti-h Root Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:10 2018 Page 1 ID:hA3xRN7kH8GY-sQsevncy2zOBnp-Ck?rzwOMH-NFno6Z2faTtOGdi5q3n9?K8ZwTxUzxRj7 15-84 8-T-8_ 11:" 13- , 15-6-12____20-1-8 4 _ ___ _ __ ___ __ __ -- f -- - -- - __ 4 __ , --- ---- -6-- 2-5-4 2-1-8 2-1-8 1 1-11-4 2-10-8 1-114 i-f 1 2-1-8 2-5-4 1.5x4 11 3x8 - - 1.5x4 11 3x4 = Dead Load Deft, = 3/16 in 3x4 -- 1.5x4 11 5X8 1.5x4 11 3X10 -- 7 8 9 10 4x4 11 4x10 --: 70 0 MT20HS: = 3x8 --- 2x4 11 2x4 11 3x8 -- 2X4 11 010 --- 4x4 11 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF ZOE WEBS 2X4 SP No.3 *Except* Wl: 2x6 SP N0.2, W2:2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 5621/0-5-0 (min. 0-1-9) 11 4993/0-3-8 (min. 0-1-8) Max Grav 20 = 5621 (LC 1) 11 4993(LC 1) FORCES. (lb) Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=4027/0,1-2=97411/0, 2-3-9741/0, 34=-22338/0, 4-5=-22338/0, 5-6=-25560/0, 6-7=-22233/0, 7-8=-22233/0, 8-9=-9830/0, 9-1 0=-9830/0, 10-11=-404410 BOT CHORD 19-20=0/1 033, 18-19=0/18135, 18-21=0/1 8039, 17-21 =0/1 8039, 17-22=0/25560, 16-22=0/ 25560, 16-23=0/25560,15-23=0/ 25560, 15-24=0/25560, 14-24=0/ 25560, 14-25=0/18088,13-25=0/ 18088, 13-26=011 7985,12-26=0/ 17985, 12-27=011 105, 11-27=0/ 1105 WEBS 1-19=0/9461, 3-19=-9174/ 0, 3-18=011436, 3-17=0/4698, 5-17=-3917/0, 5-16=0/1422, 6-15=0i1475, 6-14=-4030/0, 8- 14=0/4509, 8-13=0/1 547, 8-12=-8958/0, 10-12=0/9479 HUM10i CS1. DEFL- in (loc) I/deft L/d TC 0.71 Vert(LL) 459 15-16 400 360 BC 0.77 Vert(CT) 0.80 15-16 294 240 WB 0,89 Hor-z(CT) 0.08 11 n/a n/a Matrix -MS NOTES- 1) 3-ply truss to be connected together with 1 Gd 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od 0. 13 1" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845 lb down at 6- 3-12, 845 lb down at 8-3-12, 845 lb down at 10-3- 12, 845 lb down at 12-3-12, 845 lb down at 14-3- 12, and 845 lb down at 16-3-12, and 845 lb down at 18- 3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plfl 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) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 326 lb FT = 0% Amhony T. Tombo L11, P.E. rhW.W a* 1110W.? hat'. 014 T.". k"k.& t sww, Wta1#WW0.,n 041 *r-"04b, .1 z $0083 4451 Sr. Lucie Blvd. A..", W w mq k, at "ft e,tt th, 1, Fort Merce, FL 34946 E Aftlitanyl.lombellLP1. Whopyl.lombolllj,l, WRCLGlBL9 I FG03 I FLAT GIRDER truss.corn RY K 8.120 s Nov 12 2017 Print; 8.120 s Nov 12 2017 MiTek Indus ID:hA3xRN7kH8GY-sQsevncy2zOBnp-gxZDAGQ-i 3x6 -- GO v1 A 02 1 1971 Inc. Mon Jan 8 11:3T 11 2018 Page 1 yhmcN6iQbpo3UBkWgTMDgOUwzxRi6 Dead Load Deft. = 1/2 in 4x6 = 3x6 = I - - 1 -- ..' -1 ZX. 11 2X4 11 JX4 " U4 = 3x6 :-- 4X6 - LOADING (psf) SPACING- 2 CS1. DEFL. in (loc) t1deft L/d TCLL MO Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.3016-17 841 360 TCDL 10.0 Lumber DOL 1.00 BC 035 Vert(CT) 0,78 16-17 320 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0,09 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 16-17 999 240 LUMBER - TOP CHORD 2x4 SP M 31 SOT CHORD 2x6 SP 2400F 2.OE WEBS 2x4 SP M 31 *Except* Wl: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21 2554/0-7-4 (min, 0- 1 -8) 12 = 2554/0-7-4 (min, 0-1-8) Max Hors 21 -48(LC 4) Max Grav 21 3005(LC 2) 12 3005(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-347/0,1-2=-542/0, 2-22=-6294/0, 3-22=-6294/0, 3-4=-1 1588/0, 4-23=- 14308/0, 5-23=- 14308/0, 5-24=-16117/0, 6-24=-16117/0, 6-25=-14282/ 0, 7-25=-1428210, 7-8-11105/ 0, 8-9=-11105/0, 9-26=-6307/0, 10-26=-6307/0, 10- 11 =-542/0, 11-12=-350/0 BOT CHORD 20-21 = 0/6294, 20-27=011 1061, 19-27=0/11061, 18-19=0/14308, 18-28=0/1 6117, 17-28=0/ 16117, 17-29=011 6117, 16-29=0/ 16117, 16-30=0/16117, 15-30=0/16117, 14-15=0/14282, 14-31=0/ 11105, 13-31 =0/1 1105, 12-13= 016307 WEBS 5-18=- 1957/0, 2-21 =- 6191/ 0, 4-18=0/715, 2-20=0/1 752, 4-19=- 3028/0, 3-20=-5158/0, 3-19=0/1492, 10-12=-6205/ 0, 6-15=-198610, 10-13-0/1766, 7-15=01713, 9-13=-5190/0, 7-14=-34 36/ 0, 9-14=0/1 386 Continued on page 2 WEBS 5-18=-1957/ 0, 2-21 =-6191/ 0, 4-18=0jF715, 2-20=0/1752, 4-19=-3028/0, 3- 20=-5158/0, 3-19=0/1492, 10- 1 2=-6205/0, 6-15=- 1986/0, 10- 1 3=0/1 766, 7-15=0f713, 9- 1 3=-5190/0, 7-14=-3436/0, 9-14-011386 NOTES- 1) 2-ply truss to be connected together with 1 Od 0, 13 I'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 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=S.Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=O. 18; MWFRS ( envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1,60 4) Provide adequate drainage to prevent water ponding, 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Load case( s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss, PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 230 lb FT = 0% 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load (s) 11 lb down and 29 lb up at 2-5- 4, 7 lb down and 21 lb up at 3-0-0, 7 lb down and 21 lb up at 5-0-0, 7 lb down and 21 lb up at 7-0-0, 7 lb down and 21 lb up at 9-0-0 7 lb down and 21 lb up at 10- 7-4, 7 lb down and 21 lb up at 12-2-8, 7 lb down and 21 lb up at 14-2-8, 7 lb down and 21 lb up at 16-2-8, and 7 lb down and 21 lb up at 18-2-8, and 11 lb down and 29 lb up at 18-9-4 on top chord, and 10 lb down at 2- 5-4, 9 lb down at 3-0-0, 9 lb down at 5-0- 0, 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb down at 14-2- 8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 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=1. 00 Plate Increase=1.00 Uniform Loads (plf) Vert: 12- 21=-20 Concentrated Loads ( lb) Vert: 8=- 2(B) 18=-9( B) 2=-3( B) 4=-2(B) 20=-10(8) 19=-9(B) 3=-2(B) 10=-3(B) 15=-9(8) 13=-10(B) 7=-2(B) 14=-9(B) 22=-2(B) 23=-2(8) 24=-2(B) 25---2(B) 26=-2(8) 27=-9(B) 28=-9(8) 29=-9(B) 30=-9(B) 31=-9(B) Trapezoidal Loads (plf) Vert: 1=-185-to-24=-255, 24=-255-to- 11=-185 2) Dead + 0,75 Roof Live (balanced) + 035 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-21=-20 Concentrated Loads ( lb) Vert: 8=- 2(B) 18=-8( 6) 2=-3( B) 4=-2(6) 20=-8(B) 19=-8(B) 3=-2(B) 10=-3(B) 15=-8(B) 13=-8(B) 7=-2(B) 14=-8(B) 22=-2(B) 23=-2(B) 24=-2(6) 25=-2(B) 26=-2(B) 27=-8(B) 28=-8(B) 29=-8(B) 30=-8(B) 31=-8(B) Trapezoidal Loads (plf) Vert: I =-234-to-24=-295, 24=-295-to- 1 1 =-234 14) Dead: Lumber Increase=0.90, Plate Increase=0. 90 PIG metal=0.90 Uniform Loads (plf) liaenq 1 WT. 1we nr f", M 4 1, dox k no " K" 4", Anthony T. Tornbo III, R.E, airudd+s Lass es W14.1 W"I 41nitileW*A. e* 1- W 7 $0083 4451 St. Lucie Blvd. Iffifoilodiow of Ars efounnent in any Wei, i, ptohibiW - ithoot the -off" fiturimi" hem A- I Rost Iremi Fort Pierce, I'L 14946 Job Truss WRCLGIBL9 FG03 Fort Pierce, FLAT GIRDER Qty ply RYAN 2 Job Rat, V1 A0211971 tr6 s- s-'c0m Run: 871-2-0-s Nov 1-2-2-01-7-Print: -8-12-0-s-Nov 12-2017 MiTek Industries, Inc, Mon Jan a 11:37:11 2018 Page 2 10:hA3xRN7kH8GY—sQsevncy2zOBnp-gxZDAGQ_IIV6PyhmcN6iQbpo3UBkWIgTMDgOUwzxRj6 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 12-21=-20 Concentrated Leads (lb) Vert: 8=-2(B) 18=-3(B) 2=-3(B) 4=-2(B) 20=-3(B) 19=-3(B) 3=-2(B) 10=-3(B) 15=-3(B) 13=-3(B) 7=-2(B) 14=-3(B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B) 27=-3(B) 28=-3(B) 29=-3(u) 30=-3(B) 31 =-3(B) Trapezoidal Loads (plf) Vert: 1 =-220-to-24=-255, 24=-255-to-1 1 =-220 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase= 1 .60, Plate Increase= 1.60 Uniform Loads (plf) Vert 12-21=-20 Herz: 1-21 =31, 11-12=8 Concentrated Loads (lb) Vert: 8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(6) 26=16(B) Trapezoidal Loads (plO Vert: 1=-170-to-24=-259, 24=-259-to-1 1=-170 16) Dead + 0.75 Roof Live (bal,) + 035 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=-8, 11-12=-31 Concentrated Loads (lb) Vert: 8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=21(B) 7= 1 6(B) 22= 1 6(B) 23= 1 6(B) 24= 1 6(B) 25= 1 6(B) 26= 1 6(B) Trapezoidal Loads (plf) Vert: 1=-167-to-24=-235, 24=-235-to-I 1=-167 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: 12-21=-20 Horz: 1-21=24,11-12=5 Concentrated Loads (lb) Vert: 8=16(8) 2=21(6) 4=16(B) 3=16(6) 10=21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B) Trapezoidal Loads (plf) Vert: 1=-170-to-24=-252,24=-252-to-11=-170 18) Dead + 0.75 Roof Live (bal.) + 035 Attic Floor + 0.75(0,6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1,60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=-5,11-12=-24 Concentrated Loads (lb) Vert: 8= 16(6) 2=21 (B) 4= 1 6(B) 3= 16(B) 1 0=21 (6) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26= 1 6(B) Trapezoidal Loads (plf) Vert: 1=-167-to-24=-235,24=-235-to-11=-167 1.440E mm-51swIft—t W-10-0oliel"wo pryAntony 1. Tombo Til, P.E. z $0083 4451 St. Lucie Btvd. Fart P!,,;ce, FIL, 34946 Illpfodoic. Otis, 40tweni. 1p 40y tow is pok4itid .40.1 the lift" Femsuon hoss A -I Rost Imsmzt Job rus - s Truss Type WRCLG'l 131-9 Floor 90211972 Trusses, Al R o-o f ---- 1--- -- - - - 1---,--"-- -1- ---- ---- -- --------- ---- -------- Fort Pierce, FL 34946, design@a 1 truss, com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:12 2018 P'age 1 ID:yPUCgGfl-ZTqtoRCQb7?lNaz2jnS-877cNcRcot>dyO6GyA4dxypM?GuURF4fdbtPaOMzxRj5 0-1-8 Dead Load Deft. = 3116 in Us — 3x4 --- 3x6 FP::: 3x4 3x8 2 3 4 5 6 7 A a in 226 9 20 34 -- 3x8 --- 30 -, 3x3 - 3x1 2 MT20HS FPz,' 3)(8 = 3x6 - : fI90 -8 0-0-1 _ E--------------- v. LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0,4516-17 559 360 MT20 244/190 TCDL 110.0 Lumber DOL 1.00 BC 0.911 Vert(CT) -0.63 16-17 397 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WI3 0.82 Horz(CT) 0.10 12 n/a n1a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 104 lb FT = O%F, O%E LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASES) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-" oc; bracing. REACTIONS. (Ib/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=-4908/0, 5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0, 8-9=-371210,9-10=-3712/0 BOT CHORD 17-18=0/2167,16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616,12-13=0/2159 WEBS 10- 1 2=-238710, 2-18=-2396/0, 10- 1 3=0/1 717, 2-17=0/1 712, 9-13=-26 1 /0, 8-13=-1000/0, 4-17=-1003/0, 8-15--95f729,4-16=-151/714, 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) Plates checked for a plus or minus 0 degree rotation about its center, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3*) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. tact, *u".W—W.Awnao I* jm, l"r *." 11w'.1 k MAW] Auht '—w Feet, rw it "aff he e. 134 1. * W IM, km fq—,) 0 . SW'w 1*aw, *"M . of TRI'W'.0, . -ao.' 0 r. polhvew ta"M ".4do * N wr 9 k'.0 I Anthony T. Tombo ill, P.E. fla t0m; h""! " (Www 4' Mfxwaetryewwenr 064(."M Wet N.4 WA-l. fta* P.V, r4ma, W'1 4,*t. , . 4 Oft, V, Ulm, 0.olw' 1w, of'aa !W- .11— Kew". ;: 80083 4451 St. Lucie Blvd. opytifild 0 7016 A I loaf husits AothoaylJamhallLil. teproduttooft afthn Oatmeal, inny f"., is pokilided .**V1 the wiffet pe*woft hom A-1 Roof Imses A160of L Iamb Ill, P'L Fort Pierce, FL 34946 4 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO 0 A0211973 WRCLG1 BL9 FL02GE Floor Supported Gable 1 1 Job Rgference jop ki-Roof Trusses, Fort Pierce, FL - 34946, d--e-si-9--n-@-- aft-russ. oom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:12 2018 Page 1 ID:hA3xRN7kH8GY-sQsevncy2zOBnp-877cWRcobdy06GyA4dxypM75uiOFGxdbtPaOMzxRj5 2 3 4 5 T-t— 9 Vvi 3T' iT 3T' VVI 9 17-1 10 9 8 7 6 4- LOADING (psf) SPACING- 2-" CS1. TCLL 40.0 Plate Grip DOL 1,00 TC OM TCDL 10.0 Lumber DOL 1.00 BC OM BCLL 0,0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017rrPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP N0.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joints) 10,6,9,8,7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated, 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing, 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) We n/a 999 MT20 244/190 Vert(CT) We n/a 999 Horz(CT) 0.00 6 n/a n/a Weight: 22 lb FT = O%F, O%E pkMi. i"- t'*ioa1A"W.M Wo #ftW k W Nt J-0-0- *" "-W*l nolodo, Anthony T, Tombo 111, P,E, 1. 0, 35.6.0 vit w 0 *' 1., 1. W t"'" 80083 4451 St. Lucie Blvd, Fort Plercp, F[ 34946ztform, I tool If ... el Aolhoy T. 14.b. III P1 J66 Truss truss Type PPly-RYAN H_0lVl_ES--/ LARGOvi WRC_LG_1B_L9 FL03 Floor 4 1 A*0211974 I— - _ - __" , __ JobAlRoottrusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:13 2018 Bage 1 ID:yPUCgGft,ZTqtoRC4b7?lNaz2jnS-dJh_bxSEZvipeFr8io8AV0u7HIoi_XBmqX97YpzxRi4 0-1-8 1— 14-0--1 I_ 1-3-0 -4 1-9-4---1 10 Dead Load Deft. = 3/16 in 3x8 = 3x4 3x4 3x3 -- 3x6 FP 3x8 3x3 11 3x3 -- 5x6 3x6 3X8 3x8 MT20HS FP-- 3x8 ---- 3x8 3x3 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 FBC2017/1'PI2014 LUMBER - TOP CHORD 2x4 SP No,2(flat) *Except* T1: 2x4 SP IM 31 (flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(fiat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-21-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min, 0-1-8) 26 1095/0-74 (min. 0-1-8) 19 1579/0-3-8 (min. 0-1-8) Max Uplift 15 -78(LC 3) Max Grav 15 210(LC 4) 26 = 1099(LC 10) 19 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-3514/0, 34=-3514/0, 4-5=4608/0, 5-6=4608/0, 6-7=4129/0, 7-8=-3196/0, 8-9=-319610, 9-1 0=-3196/0, 10-11 =0/608, 11-12=0/605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324, 22-23=0/4129, 21-22=0/4129, 20-21 =0/4129, 19-20=0/1693 WEBS 2-26=-2280/0,10-19=-2422/0, 2-25=0/1 605, 10-20=0/1 679, 3-25=-251 /0, 4-25=-896/0, 7-20=-1420/0, 4-23=0/410, 5-23=408/0, 7-21 =0/385, 6-22=-36510, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated, CSI, DEFL in (loc) I/deft L/d TC 0.82 Vert(LL) 0A9 22-23 502 360 BC 0.97 Vert(CT) 0.67 22-23 366 240 WEI 0.80 Horz(CT) 0.08 19 n/a n/a Matrix- S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard I PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 128 Ity FT = O%F, O%E I I.. hctry kpp rewum wl rtslaMt>«yo, I I'Ikn 140 cco"mew"it * o. wr 0 k ra I", 04ma " f. it* ory in T"I -W- Asithony T. Tointio ill, Pf, z 80083 4451 St, Lucie Blvd. 016 A I toot Imses A01howy 1. loorbo III, P.L Iteptedvoisn or this ilovenem, in coy Imer, is prohitried wilhool Ike written peunissiop from A -I Rooilmsei , Anthony 1, Tomlin HL P,L Fort Pierce, FL 34946 I Job -------- TessType I Ply YAN-4d-Mts-/ tAk6b V1 A0211975 RCLGlBL9 FL04 Floor 1 bob Reference (optional)_----- - - - - ----- - -- - At - Roof Trusses, o-rtPierce, Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37 13 2018 Page I IEC i46,aesign@altruss.com ID:yPUCgGfLZTqtoRCQb7? lNaz2inS-dJh_bxSEZvlpeFr8io8AVOu6DIoO_WmmqX97YpzxRj4 0-1- 8 1-3 0 2-3-4 1-3-0 0-A-8 Dead Load Deft. = 3116 in 3x6 _, 3X4 : 3x4 = 3x4 :z 3x6 FP = 3x8 - U3 11 U4 -- 3x4 3x8 3x8 MT20HS FP-:: - 3x8 - 3x8 — 3x6 — U6 ---- I] X, Y)-- [ 1 Edge], [7:0-1 LOADING (psf) SPACING- 2-0-0 TCLIL 40. 0 Plate Grip DOL 1.00 TCDL 10. 0 Lumber DOL 1.00 BCLL 00 Rep Stress Incr YES BCDL 5. 0 Code FBC2017/TP12014 LUMBER - TOP CHORD 20 SP M 31 (flat) *Except* T2: 2x4 SP No,2(fiat) BOT CHORD 2x4 SP M 31 (flat) *Except* B I: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/ size) 22 1006/ 0-74 (min. 0-1-8) 14 -271/ 0-3-8 (min. 0-1-8) 15 = 205810- 3-8 (min, 0-1-8) Max Uplift 14 -453( LC 3) Max Grav 22 1007( LC 3) 14 108( LC 4) 15 2058( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 312610, 34=-3126/0, 4-5=-3848/0, 5-6=- 3848/0, 6-7=-3161/0, 7-8=-2019t0, 8-9=- 2019/0, 9-1 0=-2019/0, 10-11 =0/2058, 11-12= 012056 BOT CHORD 21-22= 0/1 868, 20-21 =0/3743, 19-20= 0/3743, 18-19=0/3161, 17-18= 0/3161, 16-17=0/3161, 15-16=0/335, 14-15=- 1064/0 WEBS 2- 22=- 206510,10-15=-2612/0, 2-21 = 0/1 391, 10-16=0/1 870, 3-21 =-25210, 4-21 =- 682/0, 7-16=- 1596/0, 4-19=0/26 1, 5-19=- 44110, 7-17=01445, 12-14=0/1173, 12-15=-1379/ 0, 6-19=0/1042, 6-18=422/0 12:0-1 CS1. DEFL. in ( loc) Ildefl Ud TC 0.89 Vert(LL) 0.47 18-19 523 360 BC 0.99 Vert(CT) 0.65 18-19 381 240 W13 0.89 Horz(CT) 0.06 15 n/a n1a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1,5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 14. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard i 25- 9- 0 wil PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = O%F, O%E o, 'r a. Mowca s,s Anthony T. Tombo 111, P1, f * t.", Mor imik.14AW W. ".Wft 0 ;r 80083 r uiono 04 F— wo". 4451 St, Lucie Blvd. Foil: R*ce, FL 34946 Axiwoyl'164611111. Repodwioa of Ihn 40mm"i'm osy fora,, il ptakjbiad ho#t the auria# fonaispa, hom A-1 goal Ims" AorhoayI.IombolIL1`J, Jou I russ I Truss Type WRCLG1BL9 FL05 Floor Al 464-t- Fusses, Fort Pierce, FL 34946, design@aItruss.com 0-1-8 3X4 == 3x3 -- 3x3 11 3x8 Ury _ _]PlY RYAN HOMES / LARGO v1 4 1 A0211976 sNov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:14 2018 Page I 10:yPUCgGfLZTqtoRCQb7?lNaz2jnS-5WEMoHTsKDtgGPPLHVfP1 ERKii8vj_9w2Buh4FzxRj3 3x4 = 3s6 FP---- 3x4 - - 3x6 --- 0 Dead Load Dell. = 3116 in 266 9117 3x4 3x8 3x6 FP= 30 3X8 3x6 3x8 ---, ogfl Ito ]IMe 1_8 LOADING (psf) SPACING- 2-" CSL DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0,65 Vert(LL) -0.43 15-16 >546 360 TCDL 10.0 Lumber DOL 1,00 BC 0.97 Vert(CT) -0.61 15-16 >384 240 BCLL 00 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a BCDL 50 Code FBC2017fTP12014 Matrix-S LUMBER- TOR CHORD 2x4 SIP M 30(flat) BOT CHORD 2x4 SP No,2(flat) *Except* 3) Plates checked for a plus or minus 0 degree B2: 2x4 SP M 30(flat) rotation about its center. WEBS 2x4 SP No.3(flat) 4) Provide mechanical connection (by others) of truss BRACING- to bearing plate capable of withstanding 125 lb uplift at TOP CHORD joint 23, Structural wood sheathing directly applied or 6-0-0 oc 5) Recommend 2x6 strongbacks, on edge, spaced at purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 0.131" X 3") nails, Strongbacks to be attached to Rigid ceiling directly applied or 2-2-0 oc bracing. walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. REACTIONS. (lb/ size) 20 1635/ 0-3-8 (min, 0-1-8) 23 135/ 0-7-4 (min. 0-1-8) LOAD CASE(S) 14 1022/ 0-3-8 (min. 0-1-8) Standard 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=0/1 021, 4-5=0/ 1023, 5-6=- 2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=- 3848/0, 9-1 0=-3848/0, 10-1 1=-3260/0,11-12=-3260/0 BOT CHORD 22-23=- 485/318, 21-22=-485/318, 20-21 =- 485/318, 19-20=0/1 210, 18-19= 0/1210,17-18=0/3848, 16-17= 0/3848,15-16=0/3908, 14-15= 011968 WEBS 2- 23- 350/534, 3-20=-919/0, 12-14=- 2160/0, 5-20=-2263/0, 12-15= 0/1428,5-18=0/1717, 6-18=-273/46, 10-1 5=-716/0, 7-18-1330/0, 10-16=- 358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are 1.5x4 MT20 unless otherwise indicated. PLATES GRIP MT20 244/ 190 Weight: 129 lb FT = O%F, O%E Ii""Jf 10—skW!eIst,,,t I" WT ---- w*Tfsl Anthony nio,,** 0r* uw k 6-,'s t4wati " o, ro to*" oniiie, a N T. Tombo 111, PE, Ik t, 4.4 h'JW. W u"W W"'W-W, W" # kotnswo, r..'"Wo 0 z 80083 Im 4 11 "", i"O"t Ik hvIs kil f"W is on I* t." kiq., . i:as Srsua fAlaex Aapk t Atl reppfnN xeaa rt es WasAwtltl. 4451 St. Lucie Blvd. opriliN 0 2016 A -I Root bosses Iltpuidwics of tios gorogstrd, in 4ey lons, is litehibihid Iwilho"i the wfitt" powssio" hom At Real Tresses Fort Pierce, FL 34946 Jab Truss Truss Type Qty Ply RYANHOMES/1-ARGOV1 WRCLGIBL9 FL06G FLOOR GIRDER 1 1 A0211977 Job Reference (opt ona Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:15 2018 Page 1 I D: hA3xRN7kH8GY_sQsevney2zOBnp-ZiokOdTU5W?XtZ_XrCAeaR_WB6aMSX63HreEdhzxRj2 1-2-4 1 4X6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0,39 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017ffP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(ftat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 904/0-6-14 (min.0-1-8) 7 - 897/0-3-8 (min.0-1-8) Max Grav 12 - 904(LC 1) 7 - 902(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1914/0, 13-14=-1914/0, 3-14=-1914/0, 3-15=-2482/0, 15-16=-2482/0, 4-16=-2482/0, 4-17=-1830/0, 5-17=-1830/0 BOT CHORD 11 - 1 2=0/1 277, 10-11=0/2482, 9-10=0/2482, 8-9=0/2482, 7-8=0/1176 WEBS 2-12=-1568/0, 2-11=0/813, 3-11=-724/22, 5-7=-1443/0, 5-8=0/805, 4-8=-824/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb up at 4-54, and 190 lb down and 178 lb up at 6-54, and 192 lb down and 172 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-117 4x6 --- PLATES GRIP MT20 244/190 Weight: 53 lb FT = O%F, O%E Fww4 nwst hw..tmrrwa"w't Ixt g63StSf"#f;[I1'}fFrdk f8t1fxf-:mtltl@M CLSFJNt"mR'rEBrrCR°.ip6mFMi hra rver kstP Nrrer+as wkswwtc }iws kewq(rW'+,wtwF6kw 1.taewMff-lelaeat kwsk rne. klwxo—st;"awwt66. ion rutren.aasramss tae sNm 001.*+04 Anthony L Tomhtt III, P.E. xe a*t I,.,* oW""wmstye,iNmtarse'Jw.No0—'s.uawFsi" o,(k t«Nw{ 4k4ws,,ae w"0 ft K,. W,W fttaOWotiuk W Its i:bw.* 014V a x. it*,, 0 r.I .wit" W q. stv"t,t,Wkt. W it" xNs b to seWwne .780083 w Fukag i.tgew wt (w#wa. It.."awtww Tmwlw P m.'Motto", 04tW104 Inwe SNoae raawetx?—n p44wx 4451 St, Lucie Blvd, kswat fdakMe;oew yind wwammq er Ml plA4s uart+atlr trio Cen@.Egmw is eGtwtw%w{Sestyaawlrs SCstawCapmaBery aMwp Mirdw<os a. as ldwNrotN l- Fort Pierce, FL 34946 epydpht V 2016 A I too[ Irosses- Worry 1. tom6e Ill, p.f. tepfoovdiatal@is lneaitwnt,it ooy loan, is lookilikil withw*t w im permission It"A-I tod ltessesAothooy L twmbo 111,?J. Qh tPly RYAN HO (j, Truss -Truss- Type y om kV1 WRCLG1BL9 F L07G E Floor Su pport ed Gable 2 M211978 Jab Reference jopli n9-491 11 --- --- ----- - Al Roof Trusses, Fort PEerce, Ft- 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Mon Jan 8 11:37:15 2018 Pbge 1 ID: hA3xRN7kH8GY-sQsevncy2zOBnp-ZiokOdTU5W?XtZ-XrCAeaR_eH6iCSdt3HreEdhzxRj2 0}'F' 0 1IF8 2 3 4 5 6 7 9 ST1 STI ST1 ST1 sl 26 25 24 23 22 21 LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1,00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5,0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(fat) OTHERS 2x4 SP No,3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16- 1 -0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17,16.15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1,5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc; and fastened to each truss with 3-10d (0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Sry--U- - 141 30 7 A 20 19 18 17 U3 : 16- 1770 -- - -- - - ---- _ -- --------- - CS1. DEFL. in (loc) I/deff L/d TC 0.08 Vert(LL) We n/a 999 BC 0,01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 14 n/a n/a Matrix-S 11 12 13 71 ST1 C y 16 15 14 PLATES GRIP MT20 244/190 Weight: 72 lb FT = O%F, O%E W*" Anthony T. Tombo III, P.E. 4451 St, Lucie Blvd. For! Pipice, FL 34946zi ",(tp— Job WRCLG1 BL9 Al Root Tr NE FL08 Floor14 Job Referer rt Pierce, R34946-. desfq- n-@a 1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 IV ID:hA3xRN7kH8GY-sQsevney2zQBnp-1 2-6-0 1-6-0 3A = 30 30 2 3 4 5 6 LARGO v1 3x6 7 A02119791 San- $-f0771-6-2-0-18-- Page I IYF8 Dead Load Defl. = 1/16 in cx h, 1 9 3 3x4 ---- 3x6 - 3x6 --- 3x6 — LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(ftat) 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=-2519/0, 3-4=-2519/0,4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578,12-13=0/2791, 11 -1 2=0/2791, 10-11 =0/2791, 9-1 0=0/1607 WEBS 7-9=-1 763/0, 2-14=-1 744/0, 7- 1 0=0/1 027, 2-13=0/1041, 5-10=-589/31,4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated, 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0A31" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard M-U--Wj CS1. DEFL. in (loc) Well L/d TC 0.58 Vert(LL) 0.18 10-11 999 360 BC 1.00 Vert(CT) 0,25 10-11 770 240 W6 0.50 Horz(CT) 0,05 9 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 81 lb FT = O%F, O%E FaeMt -base rlera Ya snae me't t rD6f fRY45tt "4QtfC} 6tilHtt (HMS c E9hA4tIDtS EgS11Nt "MRR'; k(tiDifaiWM7t1' Mc. tertr fruppreaaers W real Wn mtMs irns eez e 6se.nr i[6k W M AeMrrl [aeeN m,t f_ (donee Ske esa. mlxis dkc•rse uenttaMetR6,xh WIM 110011P.-il" AnIhony T, Tornbcs M, P,E, V $0083 4451 St. Lude Blvd, Fort Pierce, Fl- 34946 opyrill" 0 7016 A-1 loci Ilossts Aftilioart'loosboll[J.1, RIPIV40(fiob of tis's tommem, ig 4ory form, is p.001W ilhout fit .6"el fifrosissio from k I Roof lros5n Job Truss WRCLG1BL9 FL09 Al Rooftrusses,Fort Pierce, FLL - 34946, 0-1-8 Ply Floor 1 1 - 0 --- L-- 149b Referen is com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi ID: hA3xRN7kH8GY-sQsevncy2zOBnp-1 2-0 902119 8 0 Jan 8 1 Dead Load Deft. = 1/16 in 1.5x4 11 1.5x4 == 3X6 == 1,5x4 11 3x3 30 == 1.5A 11 3x6 1,5x4 11 1 2 i A 3x4 3x6 I.5X4 11 1,5x4 It 3x6 LOADING (psf) SPACING- 2-" CS1. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.18 12-13 999 360 TCDL 10.0 Lumber DOL 1,00 BC 1.00 Vert(CT) 0.24 12-13 763 240 BCLL 0.0 Re pep Stress Incr YES W8 0.48 Horz(CT) 0.05 9 n/a We BCDL 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 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 855/Mechanical 14 855/0-7-4 (min. 0-1-8) Max Grav 9 855(LC 1) 14 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0,4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551, 12-13=0/2707, 11-12=0/2707, 10-11=0/2707,9-10=0/1552 WEBS 7-9=-171610,2-14=-1715/0,7-10=0/1007, 2-13=0/1014,5-10=-595128,4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x4 PLATES GRIP MT20 244/190 Weight: 79 lb FT = O%F, O%E on itex I'm& AMMiKWO V. Anthony T. Tombo III, P.L. srAwn pan 40,*, 1. ttoWN WWI -,dwd* r—irtow, 4451 Sr. i.utEeWd. AA*Qy E. Tomb- (11, P.E. lopotlow 0*5 d"w"I'm 40Y low Is plobilitioll .1tho.1 fit .144. pvoinu.o hoot A I toof livim An"l,imboill,fij, Fort PiNce, Ft 34946 I Job VRCLG1BI-9 FL10 Floor _13_ I et, - FL - - 34946, - , - d , a , sign@ - altrus-scorn--- -R-un:-8-.-1-20 s- Nov 12 2017 Print: 8.120 s Nov 12 2017 ID:yPUCgGfLZTqtoRCQb7?[Naz LARGO v1 30 11 3x3 U6 4-2-0 LOADING (psf) SPACING- 2-01-0 CSI, DEFL in lot-) I/deft Ud TCLL 40,0 Plate Grip DOL o1.( TC 0.78 V.rt(CIL) 0.00 5 360 TCDL 10.0 Lumber DOL 10 0 ( 0 C 0.38 Vert(CT) 0,05 4-5 999 240 BCLL 0,0 Rep Stress Incr NO WB &23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix- P LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudins, except end verticals, BOTCHORD 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=Of736 WEBS 2-4=-810/0, 2-5=-951 /0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0,13V X 3*) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250),3-8=-100 A02119811 07 17 2018 Page 1 9 PLATES GRIP MT20 244/190 W. iMt, 91; 1h FT = 00/.F 00/.F PoRR"! 1V* 1VftJft—%fR*— mjj", a Ro I", Into "" IR no 110 1, *W 4, t 1- WRe [.two (I,, S!..*! Trow, *,W. W Wnorom orwop— of 14 *no 4.,p 0 k,,q* N, ". lk IDD.4 WK IRI Anthony T, Tombo 'Ill, T),F. z on-, z 30083 0s , W*00 Wow rw—w r"W, a% k"(a'aasmSNttttanmN;IXVpirskttrirtiafW-0-4 I1m P.V rt— 4451 St, Lucie Blvd. llot—& Fort Pierce, FL 34946 Anthony 1, lorribir III, P.E. loplorlwhow of this 00romfol, ift4ly form, is P;Q16botd.i1hW rr pir the witteunisvnoro41 Roof busesurs Aalfronyt,lorabnIlIPA, t HOMES / LARGO v1 WRCLG1BL9 jFL11 Al -koof Trussas, Fort Pierce--, -k -'u§ I 1 11 1 10 Floor 3 1 1 A10211982 1, s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 10:hA3xRN7kH8GY-sQsevney2zOBnp-V4wVRJVld8FF7t8vydC6fs3-HvOlwW-MI97LhazxRjO 0-1-8 3x3 - 5X6 = 0!f5Xf--II----------- - 1 - ---------------- ----_-3 f5X4 It 4 5 truss.com 3x3 LOADING (psf) SPACING- 2-" CS1. DEFL. in loc) I/deft Ud TCLL 40,0 Plate Grip DOL 1.00 TC 0A2 Vert(LL) 0.02 6 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.03 6 999 240 BCLL 0,0 Rep Stress Incr YES W13 0A1 Horz(CT) 0.00 5 n1a n/a BCDL 5.0 Code FBC20117/TP12014 Matrix-S LUMBER - TOP CHORD 2X4 SP No.2(flat) BOT CHORD 2x4 SIP 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-" oc bracing. REACTIONS. (lb/size) 5 214/0-3-8 (min. 0-1-8) 9 214/0-6-14 (min. 0-1-8) Max Grav 5 214(LC 1) 9 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. 5) CAUTION, Do not erect truss backwards. LOAD CASES) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = O%F, O%E Anthony T. Tornbo 111, P.E. ON 9— * 0-6.ftvol ". on to" 1kotow, 1" 1"jk F." ininnt"., vnm' $ 0083 4451 St. Lucie Blvd. t (woppillit 0 2016 ALI toot hwes, Ainhoay L Tomb@ IlL P.t' hPlodudioN of this iom"Al, in any 14m, h Plohibilid withowl the wrilteo ptimiWoo hom A,l tool hosm , Aptliny 1. Tomlin III, lit. Fort Pier(e, FL 34946 VRCLG1 BL9 A-1-Roof-Trus- s-os- Truss Truss Type Q'y Ply RYAN HOMES / LARGO V1 A0211983 Job R FL12GE GABLE I - eferance,k9pitionall a - FL 34946, design@altruss.com Run: in s Nov 12 201 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:18 2018 Page 1 ID:hA3xRN7kH8GY-SOsevncy2zOBnp-zHUtefWNORN6kli6WLkLC4b9eJtrf-QvzpsuDOzxRi? 2 3 4 110 2 953TJ T' st 7 6 1-4-0 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 40.0 Plate Grip DOL 1,00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.011 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code F B C2 01 7/T P 1 201 4 M atrix -R LUMBER - TOP CHORD 2x4 SP No.2(flal) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(fiat) OTHERS 2x4 SIP No,3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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 whenshown. NOTES- 111) All plates are ,5x4 MT20 unless otherwise indicated. 2) Piaiei'checikeid' f6r"a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing, 4) Truss to be fully sheathed from one fare or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4-1-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a rile 999 Horz(CT) 0.00 5 n/a n/a Weight: 20 lb FT = O%F, O%E ftiu**.. Mawr. 10 pp Anthony T. Tornho I U, P.E. 0 4451 St. Lucie Blvd, Fort Pierce, FL 34940 lRollf'm Whoxyl IM6111,1"t, 4pod.11,00 ciffis know4l"A on) plakili.W .00.1 the .1M.A pturimm hom A 110011"im P1 Job Truss Truss Type WRCLGlBL9 Ply --- A02 - 1-19841, HJ12A Diagonal Hip Girder 2 1 49P Reference.(qp naAtRoofTrusses, Fort Pierce, FL 34946,design@altruss.00m Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:18 2018 Pagel ID:hA3xRN7kH8GY-sQsevncy2zOBnp-zHUtefWNORN6k1i6WLkLC4b8fJkLf-vvzpsuDOzxRj? 1-5-0 3-5-11 2X4 --- LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4-7 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr NO W8 0,00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directily applied or 3-5-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cic bracing. M ifek recommends - that -St-alb kiiers- and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. ( lb/size) 3 80/Mechanical 2 24310-10-15 (min, 0-1-8) 4 42/Mechanical Max Horz 2 = 78(LC 19) Max Uplift 3 = 51(LC 8) 2 155(LC 4) 4 = l(LC 8) 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=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); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1,60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 155 lb uplift at joint 2 and I lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 Iti up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (13). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25 Plate tncrease=1.25 Uniform Loads (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES MT20 GRIP 244/ 190 Weight: 13 lb FT = 0% lo— W P"', iw 3' w t. * 30 g N W 4sAnthony T. Tombo 111, P.E, lk'w"ii tl*low. 'WAftwk.'q z 80083 w PON, 0 ko"(w""Wo, rM WSKA --ftwo* P", rAw: 4451 St, Lucie Blvd. Zt (**PY6Jk102016AI1"flimses Antho.yl. lombe IlL PJ. liflimovoiift ofth'i iiimeal, -ithonlit -,tft#po*siioohom A-1 tootlimes Atithemy I. lomliollij.1. Fort Pierce, FL 34946 Ply I RYAN A0211985 WRCLG1 BL9 HJ3A I Diagonal Hip Girder 5-0 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek industries, Inc. Mon Jan 8 11:37:19 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-RT2Fr?X?91VzMA1142FakH81Dj2ZOR9fCTcRmSzxRj_ 2x4 -_ 4-2-3 4-2-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) ildefl L/d PLATES GRiP TCLL 20.0 Plate Grip DOL 1,25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Iccordance e- - -- -- iTek recommends thatStabilizers and requiredrossbracingbeinstalledduringtrusserection, in with Stabilizer Installation cLuid®_ _ REACTIONS. (lb/size) 3 = 100/Mechanical 2 269/0-10-15 (min. 0-1-8) 4 - 52/Mechanical Max Horz 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(LC 1) 4 - 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-" 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 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) tfawq-Meeu dxrryHr rowra'4-1t90. R9i4CS CSEUN'1, 6FANhfEtlFf rftfF@tl(SNbC9ii"Iki9RfMiAftIGIFF IEA?'Ur Yep ksrplxcertlxx a(reM anlna M; cress 4esgrMauyR wl lg4wJt. tamta i.rf. tAxeat 4la+lAse ne. Bdmn gtxaufMMa14e 10@.a!¢ --- Mtyeatxxcnrf rsska xNtaa.r, roie.aa-As Hrasbes Epara{u,5rxiuAi tyrws+eAa udwsr t6@trprnitaxcr rMtt pAhrxxtx}.wera},rgasRrNlt hr de ksgmSRe syleyms Nycexow te 196 raq, xox en t. ?6 kuisnrapxr. x.agaamx,., seM y Anthony T, Tombo 111, P-E. x<xrr mrt,are«wtxNayfcMrap.ubaxdao.x.so.x , +sma. xxx wu oes Ww'"llrritt.*rW,Wlk xwmq:.uKi Mgn xa*oilw un<aa ros..may s„p.x n+.rrn so »„a v 80083 ne , anrreaa a ar.asrxex•akr wr«pxMa It w xmwilYt a ex wxnaw a rar aa inw uaxe,xx eaat xl+ x triaa, m v aanraeaz sa ca arup.i ssa F [a xa srxs, x.wvs 4451 St. Lucie Blvd. Klxau i6dao FSeiap/41 xAr@wua AM!}p ssrtMrai Rrinxc 0erpa tgtxa tslt[Re 1ei4WgAecym xLnss Sp»aiA,ux'kext „A/a18l**Wrg*—m latish RN- Fort Pierce, FL 34946 opy ybi P816AItoofiwstes Whooy1.combol01. BepraOaaionalllulatorxont,inaglorx,ispwFibuod.iibeotMeY'titleRpor issioeheerA-Itoullrorser-Alfianyi.tombxlU,F_E. Jou 1 cuss I russ I ype Qty ]PIY RYAN HOMES /LARGO v1 Ab211 1 9 - 1 8-6- WRCLG1BL9 HJ6 Diagonal Hip Girder 2 1 ] Aob,Rqf eerj -(qptiona!JtnussasPierce, FL 34946, design@altruss.com Run: 8. 120 s Nov 12 2017 Print: 8. 120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:20 2018 Phqe 141-Roof Fort Pie ID:hA3xRN7kH8GY_sQsevncy2zOBnp-wfcd3LXdw3dq_KtUemmpHVhlv7Gc7uPoR7L?HvzxRiz d Deft. = 3/16 in 2.83 10 T1 2 12 13 4 3x4 7-8-9 3-3 LOADING psf) SPACING- 2-M CS1. DEFL. in loc) I/defi Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.33 4-9 281 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.32 4-9 290 240 BCLL OLO Rep Stress Incr NO WB OLOO Horz(CT) 0,02 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or "1-0 oc purfins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stmbihzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. 3 4 2 Max Horz 2 Max Uplift 3 4 2 Max Grav 3 4 2 lb/size) 1971Mechanical 110(Mechanical 435/0-4-15 (min. 0-1-8) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3, 91 lb uplift at joint 4 and 308 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb up at 2-1 -0, and 44 lb down and 59 Ity up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on top chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1 -0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 lb up at 4.10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 100(LC 4) LOAD CASE(S) Standard 128(LC 4) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 91 (LC 5) Plate Increase= 1.25 308(LC 4) Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 197(LC I) Concentrated Loads (lb) 141 (LC 3) Vert: 11 =-8(F=4, B=4) 12=-5(F=-2, B=-2) 435(LC I ) 13=-32(F=-16, B=-16) FORCES. (lb) Max. Conri Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h= 1 51t: Cat. 11; Exp, C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1,60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, Anthony T. Torntio 111, P,E. knit. IM, hif i" .1 r,.,s ft"W*. W—N 4SInt " 101 Im, Son* [mr—fmit w0ot 4451 St. Lucie Blvd. Zi of this 00(up"t,ft any 10111, is plolik4d.Aw 14.0teo pertrissio fin A I Roof Itmes Anthony 1. lombo 111, N. Fort Pierce, FL 34946 Qty I Ply I RYAN HOMES / LARGO v1 4,(VRCLG1BL9 I HP Diagonal Hip Girder A0211987 946, design@altruss,rom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Mon Jan 8 11:37:21 2018 Page 1 ID: hA3xRN7kH8GY—sQsevncy2zOBnp-Os9?GhYFhMlhcUShBTH2qiDZRWe8sGlyfn5YpLzxRiy 1 -0 9-10-1 1-5-0 4-11-0 11-0 40 11 1.5x4 11 3x4 m 6 4-11 4-11 LOADING (pso SPACING- 2-M CSI. DEFL. in loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0,04 7-8 999 360 TCDL 10,0 Lumber DOL 1,25 BC 0.55 Vert(CT) 010 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WI3 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc; purfins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing, REACTIONS. (lb/size) 5 = 155tMechanical 2 468/0-4-9 (min. 0-1-8) 6 323/Mechanical Max Harz 2 169(LC 4) Max Uplift 5 1 13(LC 4) 2 261 (LC 4) 6 = 106(LC 8) Max Grav 5 155(LC I 2 468(LC I 6 = 323(LC 1 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-3511697,15-16=-3511697, 8-16=-351/697, 8-17=-351/697, 7-17=-351/697 WEBS 4-8=01255, 4-7=,-749/377 NOTES- 1) Wind: ASCE 7-10; Vult-- I 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1 .60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20 * Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 14-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 b down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 b down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1,25 Plate lncrease=1.25 Uniform Loads (pin Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=42, B=-42) 16=4(F=-2, B=-2) 17=-54(F=-27, 8=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% I oil" Antbory T. Tombo 111, P,E. 4'w.'i 0 too I'M W ! fool -0. 7r." .4"W*" m"p *W. W W4 '004 ft wp"'Iv 0 z 80083 WI Or*, $1 1WPArrUl 004$6m 1'$, 1— MIRK, 1— Its 1" .1 W,' O.W"" 4451 St, Lucie Blvd, Fort Pierce, FFL34946 oprilm 0 2016 4 1 koof Imsts Wool, 1, forobo III, P'I. teptooUrfirr. of thci tatuatt"l, i. 44V form, is probibiltri withoot tht writtel "nsroe from A I hof litsm Aoth"I U lomko 111, P1 Job WRCLGlBL9 I J2A I Jack -Open RYAN HOMES III LARGO vi A13121198811 A I Roof Trusses, Fort Pierce, FL 34946, design @al truss.com 1--2---20-1-7--Plr-i-nt-:-81----- 11- _. -- ---- - ------- - 120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:22 2018 P%ge 1 ID: hA3xRN7kH8GY-sQsevncy2zOBnp-s2iOUOZtSgtYDeltIBoHMwmrHw6obou5uRq6LnzxRix i- + — - ----- ---- 1-M 2-6-0 2x4 - 2-6-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TIC 0,10 Vert(LL) 0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,06 Vert(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 110.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,00 7 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that, si-a 6 i ki -a ri-am d required ---- cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide ........... j REACTIONS. (lb/size) 3 56/Mechanical 2 170/0-8-0 (min. 0-1-8) 4 29/Mechanical Max Harz 2 = 65(LC 12) Max Uplift 3 39(LC 12) 2 71 (LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 42(LC 3) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 116mph; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard 9 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% Afar, Gww Um I (WPM horloilLfE tor000"Aw'"*- QMaO4ras It" .It. IN so Anthony T. Tornbcs .111, P.E. 2 80083AR *"e .. r. 0 WN Von- * PON, Ott, W" oirpoovo so" Kniwo.'Vir "MIA"" Um A WA In""Wons Pone PA., 4451 St, Lucie Blvd. ZE Fort Pierce, FL 34946 Anthisnyl,14MI tepossivaisrs of this 00(oment, in Gly form, is plohi"od -ilhoq tht oiftto isomssion ham A-1 Roof looser VRCLCIBL9 JJ3A (Jack -Open A0211989 truss.com Run 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Mon Jai ID: hA3xRN7kH8GY_sQsevncy2zOBnp-KEHmhMa W D_?Proc3JuJ Wv7 1-0-0 3-0-0 2x4 ill aO LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,14 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP I Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc putlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required 11 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) Vasil=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard Nary Mau tMnrylh r«n«e tk'i ! I74Y t17.5!Xz"ViIECk 6Ell{IA; RWS t Ci!ADi11GR"s (l41Mit'6UT"; r£flllft?di(IC Ara krA{ ksy« pm,gm M rt«f Ma r Ms Las hs:q 5nrgit@B W NaANMq 1. Iartry. tk IAaer« Swtdesre ere: rk€.m C!N m9e iAA. »`} AYI«k,earrr lass sk@k«uib tbttermrrr. h«Rms 9teyA Equea tea. SFranrF r, q«urmn R6 agreiak mrrq rt«aMM +sMrer{aea at nylaitAN«!aM Ester Ne :aprFime NgnxmMlR6 mh. wit ty-1, TNt,1 « .Pons.artataMors. cmmlXp Anthony T. Tombo Ilk, P.E. ed«saAMt Ras* outryutis 1Mr«simd+An d It, 1 .u«Q.."r.Na'NNytrr N«IWrt 4ater.. alb rgatdd«n£.W4;aN:!«mrAwaiag N«mbI!61.]ep,«srdne':96 m{m•Mr seAMlremwrfinkoo ismrii'moouw,«.rlrrof Atrit"r«yauword r$0083 Mr trNrptatms M £em rar. Ail mvs sr ara fr tG4 «M tb yrres m! iwa«fo«s diktwiry {rq«nm iAr} uaaMm C}!`-,N1A5AM m to W siSF ra srrtrfa lrar pnbr« 1hi mtmsQ«r«spm+lbra as bra ONe 1+«rs 6«npr, inns 2«,ts I«ibw ra rrss!!amhrw•r-rtas, was«lilts AY t;rarott gyred «m«r+ tAf al irsai xadr«t tk lnu c<s3e Eepar is Mct N«taaa}anaSr.r tnx BweNE «rRNn «5. wur+ ,N#cas tea hlmMuttf. 4451 er Lucie Blvd. E Fort Pierce, FL 34446 CopyrithtO2R16A-I Roof ltasses- Author 1.Too&111,P1. ReptoiunioaofIt's iumtni ar.iuout twin, isptolutir AwithoutthewrineopetmissioatromA-iRoof6tsm hothooyl,lomhoIII, p_t. LARGO v1 31BL9___ ]J6 ____Jack -Open 1 Job _Roferenq(qptiio ainzITrusses, Fort Pierce, esign@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indust ID:hA3xRN7kH8GY_sQsevncy2zQBnp-KEHmhMaWI 5-6-0 A1-0-0 I 3x4 ---- 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 FBC2017/TP12014 LUMBIER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NIT, If 6k- recommends that StabilizersSta6iIizersa nd—required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 283/0-3-8 (min. 0-1-8) Max Horz 2 100(LC 8) Max Uplift 3 92(LC 8) 4 61 (LC 8) 2 190(LC 8) Max Grav 3 140ILC 1 4 99(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (1h) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 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=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, CS1. DEFL. in loc) I/defi L/d TC 0.59 Vert(LL) 0.16 4-7 397 240 BC 0.57 Vert(CT) 0.09 4-7 729 240 WEI 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASES) Standard Jan 8 11 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% Nflot —W W, U or 110 -* 44, T- 11.4v fol.. SWO, I-#", At .0 . ve N 'ertow " orleow, 0 N P otuomo toloo"'Ot knl ooOne illowhild'. dolorl- wholo[b.04 mop, RoAlftniolkorn son rft 9 Anthony T. Torribo 711, P.E. Z 80083 Tel 4451 St. Lucie Blvd, opynillini 0 ?016 A I toot Insists Aollmoyl, Imbe III, P.I. Itiorahru" of Ill's tomptill, in toy fare, is prohibited ilhot the willet ptunissi" hom A. I Roof hoses Aorl"Irl'ininboill'I"L Fort Pierce, FL 349461 ", V1 1(VRCLGlBL9 t J7 Al Roof Trusses. Fort Pierce. I Jack -Open 10 A0211991 11 ---------- I - ltruss'Com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:24 2018 Page I ID:hA3xRN7kH8GY-sQsevncy2zOBnp-oRrBvia8-H7GTyAGtbriRLrzxkbA3iOOMlJCQgzxRiv 1-0-0 7-0-0 3x6 H LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 TCDL 10,0 Lumber DOL 1,25 8C 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0,0 Rep Stress Incr YES WEI 0,00 Horz(CT) 405 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SIP No.3 1 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing, MiTek recommends that StabiUzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationg e, REACTIONS. (lb/size) 4 183/Mechanical 2 342/0-3-8 (min. 0-1-8) 5 90/Mechanical Max Horz 2 156(LC 12) Max Uplift 4 133(LC 12) 2 92(LC 12) Max Grav 4 183(LC 1) 2 342(LC 1) 5 128(LC 3) FORCES. (lb) Max. Comp.tMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=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=11.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 1 O.O 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2, LOAD CASE(S) Standard Dead Load Deft, = 118 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% liwgr-r-. ilmw mm r. *& i rw nwNur, al*w w & (wim (nioit"'Mr, W, Wit " W.", W rw W. em, 1-11"r N."(tw, -ilk WA., I llk1t Wlelw- NO elt Anthony T. Tombo ill, Rf lowlt mv, reiliewe eow.*t '* k t_"'V'f .1 s$0083 4451 St. Lucie Blvd. Fort P;erce, FFLW46 X8tk"yIAWb6lll'P.L Reproelvdiol offlin illim"lit"n 41y Well, il phibilflil wilhoul the witteft polmissi" Jim ki toof IrvmZh WRCLG1BL9 1 M7G Type Jack -Closed Girder RYAN HOM A02119921 ' At 6TT6 -- Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:25 2018 Pfige 1 ID:hA3xRN7kH8GY-sosevncy2zOBnp-GdPW62bmkbG6451$QJM?-YOKC8wmo?cXaP3my6zxRiu 7 q 3-6-0 3-6-0 1.5x4 11 3x6 11 4x4 = 3-" 3-" LOADING(pso SPACING- 2-" CS1. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA8 Vert(LL) 0.03 4-5 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. Mi ek recommends a i izers and required cross bracing be installed during truss erection, in accordance with, Stabilizer -ln,s-talillati3On-qy le.___ REACTIONS. (lb/size) 1 1480/0-3-8 (min. 0-1-12) 4 = 1564/Mechanical Max Horz 1 138(LC 23) Max Uplift 1 432(LC 8) 4 527(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=-2109/600 BOT CHORD 1-9=-651/1912, 5-9=-651/1912, 5-10=-651/1912, 4-10=-651/1912 WEBS 2-5=-43411579, 2-4=-21521732 NOTES- 1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust) Vasd= I 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 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss has been designed for a 1 OA 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 432 lb uplift at joint 1 and 527 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 265 lb up at 1-6-12, and 832 lb down and 265 Ib up at 3-6-12, and 832 lb down and 265 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25 Plate Increase=1,25 Uniform Loads (plo Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) V.q N. *..I* q.fo*t tcollc ISNl,l—rifoi iwt(MMIKPZT04cwrAuowtowtr*. Fi.111'If Ift.f4wNi-4 k. I.. h or 5"'*ry tnw k $Wow io,'* 1"'s iqwd.ulos N1, "WIN 1 Anthony T. Tombo Iti, P'E' 80083 TNT 4451 St, Lucie Blvd, 1(` o`PNTqkt C 2016 A I Roof I ... stt AoilioNIAMIT01101, Ropotthoo of th4 to(wotm "y low 6 poli'luitil .4001fie won fe'aussioe Ito. A I too( Imm Fort Pief(p, FI 34946 Job Truss I Truss Type Qty Ply 7AN HOMES / LARGO v1 WRCLG1 BL9 VM3 I Valley 1 1 A0211 J93 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:26 2018 Page 1 I D: hA3xRN 7k HBGY_sQsevncy2zOBnp-kpzuJOcOVvOzi FKe_OtEXmx W_XT2Xcuhp3oJ U YzxRit 3-0 0__--- 3-0-0 2x4 .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.O Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/ T'PI2014 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Mt7ek recommends that StabUizers 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 Harz 1 - 46(LC 12) Max Uplift 1 - 22(LC 12) 2 - 53(LC 12) Max Grav 1 - 90(LC 1) 2 - 67(LC 1) 3 - 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1_60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSi(T'PI 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 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard N Mwte pYe!ns. ex'tiuult R0.4SES?iCStfi; Eisi#N {i i4f. :riFpM ,Ff[UiMtE ltkrt"4.a-tmh ktrq penu+vs alrM wRskMs irny Det ptrsagE Mlmv [.tt.M PL Wtmtt1kW4W'-0 xr«uw tw@aI@8- fHtetsawmrrxustN kaslMRs p@ak! tstii sanyai xe+{rs,Shn rf n; em udker tG9iepsussaa tsgkatAbw MMnsxmEv ssAnstetvid+hM M*.poft, fs "Mr rn! Iht'rr."w- atk wx. 1ee"4 Anthony T. Tomtw IN, P.E. eEntdMs has kr R R'•nsiw&idgt tQ@eC•au Fr ORtttl aAtNUMgasafsfr&dq§es gnce.x§siw.aeYR+M(.fttMAs@ciMrMtw; ssk er4 tR.t. iR grrantMtw lID9 atttt Posh u.okl'.es:Wv".0.4i*,t "80083 satMiWq Pxbps, ssl;.te a. SA aaz xNWn>wtt f'e pan swl y+.MtrenApiMWn}i+epent SAM Mtax a,'iCSi`r MNniflxd 9td atids+arcN to ryeaBprin<!l4i kbs.cB. re p.sdimas all.Ik.N%trns @.c+pu S<xs Asxgtfwtr mi Irns kudmar edess 4451 St, Lucie Blvd. an.uAim4q.l wt p ntia t c m, ri.; t s e tnPoOF t a Rt,s .u ry « a« awn tt a ..,+e mt For: Pierce, Ft 34946 appfyAi 2Qt@kl teof Gnsxtr kmAaasXClts@td1, F.t- ttpotd.. tl t, 001M isi 14 Noy lira,ispriii0td»dAett the nirin ptimissm Lim A toil lrasus Aal@ttyLttm@u ill, R.t. Job jTruss Type Qty Ply RYAN -Hbw-'j CAkdd vf WRCLG1BL9 VM5 Valley 1 Truss -- - Job re!j j9pC1 -Rootywiia-s-, Fort Pierce, FL 34946, design@altruss.com _kun-A8.1-20, s - Nov 122017 Print: - 8120 s - Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:37:26 2018 Ptge I ID:hA3xRN7kH8GY-.sQsevncy2zOBnp-kpzuJOcOVvOziFKe-OtEXmxWxXTOXcuhp3oJUYzxRit I 5 4 2x4 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CS1, TCLL 20,0 Plate Grip DOL 1.25 TC 0.12 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WEI 0,00 BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc 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, accordance with Stabilizer Inst ation gwde. REACTIONS. All bearings 4-11-6. lb) - Max Horz 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 50nnph (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=1M 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. DEFL. in (loc) I/defi L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 5= 104. LOAD CASE(S) Standard Weight: 16 lb FT=O% V9.4 AW'ftWt* ".*'k I Anthony T. Tornbo IU, P.E. MW 8003 4451 St, Woe Blvd, Fon Norm, Ft 34446 1 JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach Er w/ (4) 16d Too 3) 16d TOE TYPICAL. HIP / KING JACK CONNECTION STDTLQ l CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. S, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. meAy rke,x Remph rrzeb'!'F Ia f15#S;t,"Sf tiP>s"INiA; RiM4 efFYrJK;p;h 4 kMfJP A;QNlttla'iw. tnbr ksrp'!"Ma""pti MrNfo tea ty ftyt6eagr iPs.`p1@di meta arw''upn Ff k4+aea 4kze!6daxtM er s arnx vmtdmRa 4M.edx wa:x+r,«na aasex +;ekan reEe, .am. sr,at axk wE xr; a bH* t. : a x waf :xfx+ue sa:x xeae ya«s d xa.pw. n p rrnaM-^a xf «q a . Fsxasgx„ Anthony 1. lombo t11, Pl, m1 rw MRe iaxsa ri aer» ,Aee .xn M6+etti nem, qxn Ae ad. ppkrtdRa lf. eaeF mien tNa €R= Re R 14i a lM xdMflews. d' mkas oq kee rr A 8 $0083 ex Axq M;.mrax. tx ss,t Mn»Ar iC@nl tlepxt e a2 rasa p+ q LhR§rtt+maan9EN`pWslatfia rrt wpf twEr Nno4r .+am adaaF 9es wl enn,a9x lira 6es kxs 6e F m0frrce +e+, 4,51 Si. Lucie Wvd. r-sox n+Kx:w m+,fnmwwKa* : rreuz MrsM SM ksn ''4we r.htae Mxrgx akin fx tM '!m. tn. h+e.es xf wtRt Fort Pierce, FL 3644C+ ihnf4t$ 741641 li"I Tanse *00pr 1, 144n19.P.1, 6F'tRtiasd to(m ,iAwa tot.>"sprekik* -Oswf the A I bin mere, Ar*eyI .l.E. FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-t ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772AQ9-1010 ALTERNATE 01A QNA RA IN TO THE B TT M CHQRD V-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 ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES a 24' D.C. 2X6 DIAGONAL BRACE SPACED 4B' D.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN,). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL 1 7i147 L!l7 N 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. NAILING SCHEDULE: VERTICAL 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 (.131' X 3') NAILS SPACED 6' D.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS! MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I 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 / a TRUSS UKAL TRUSS 11., iTUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHDRO TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL 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, wlrrr s rrrr NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" Q.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" Q.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" Q.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 8d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION, rkHmu en+k.le d-Ik1&4S,i,'Sf4t'; e'H+t FAFkii Ntf t?6S 11F 7tlr#!"4lCF4lFf tlt ix. cer rk+gapmx+ii eemM w.faa irns4rrya$s.a9 tidRedAa xaVs.t 7 r R[ .ilenkMe rw. Y'c iaanka9a 16@.ah 4.. i w.a,4wa« irw. 1slhws+CcxF#rgpeAzspr t «,Mwataea S egnl:nx+axvl vtrds!! ltvxM. ++! ka xa.+eFe&n1 ata «sr waxi"FLF4+teeaye.. .i+xa+t Anthony T.Tombo111,O.E. e wawnar a a.wila lrr+x+w o. n.`:maw n»rxngw.aa nwa n aa aura n: eraee I,xiA,Mwa.y:sae .warn waww ran a $0083 xt w»y x sac 0Wua**mla**s'mwkvP4Poo",**UAplem*a, "a"V'x: i<It*$*4rt**;lWx 4451 St, Cucw 810. axr.af+wFaei.!€ rtgr+af plwN.agw pranprrerM €w i&sgeFMw ns iMe M a pM BFigwr.xln:s Sti4sfapax±d mr wtkq A'A Ha rmf almirowo "Ps4ice, FL 34446 02@166-#RsolImm LF IN,Pk, RognotasA4as#tFi faau at,+nab;am.npro4ibskd.tkacttkexrixeapa i4xlakaat-1RossCruua 6aAreayl.le kRR.Pk_ JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 ' Al ROOF TRUSSES 4451 ST- LUCIE BLVD. FOI SECURE VALLEY TRUSS W1 ONE ROW OF 1 Od NAILS 6"O.C, ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4,5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3"X 0.131"= 10d 2. WOOD SCREW = 4,5- WS45 USP OR EQUIVALENT, 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24"O,C, MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01, 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 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, W*Wff k4,wt%wWww Audww oroo* T" TKI N""Vtm Anthony T. Tombo III, P.E 0083 44 51 St Lucie alve, F0ft PiefCe, FL 3446leffoodiota(u m opy Iwo isF*iltcd .000*f wfim femw" 4w k-I iw floNws - Awkw T, [0*#M P'L JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTI-06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0131* = I Od 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 NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48* Q.C. P f-1 2 SEE DETAIL *A" BELOW (TYP.) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6'O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (114- X 3-) WOOD SCREWS INTO EACH BASE TRUSS, DETAIL A NO SHEATHING) N.T.S. BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 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. wMl Anthony T, Tomt* 111, P.E. go"'" a'm 1,4— 4451 St Lucie, 8Nd Fort Pierce, FL -1440 IWA60 pl, JULY 17, 2017 N ki %-? %.) L- I-f V r-%L- I- L- I %J L- "I_ I /"% I STDTI-07HIGHWINDVELOCITY) Room" A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24'0,C, (BASE AND VAI SUPPORTING TRUSSES DIRECTLY UND 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 TO A1HMAXIMUM6/12 PITCH BOTTOM CHORD NON-BEVELEDBOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) xamr Rxxu as On 'AottArOmy T. Tombo III, P.I. molt, p0*1 0% k'"4ww4to 80083 4451 St Lude Blvd. Foit Pieice, FL 34446 FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-B TRUSS GEOMETRY AND CONOITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL r 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd 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 DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN FIRSTTRUSSES AS NOTED. A VARIES TO COMMON TRUSS THE TOENAILWBLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 4) Bd NAILS MINIMUM, ROOF B 3X4= PLY 2X4OODSTD SPFSHEATHIBLOCK NG TO SHEATHING is DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE:. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - 10d 2. CONFECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS 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 SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES ! 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' Q.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' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) IDd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS Ll240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE AT 1!3 POINTS 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT. TO SCISSOR TYPE IF NEEDEDTRUSSES. 10. 10d AND 16d NAILS ARE 0131'X3.0' AND D131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 1!3 POINTS MAXIMUM STUD LENGTH 2X4 SP AT I STUD 12' O.C. M-10 5-6-11 6.6.11 11-1-13 2X4 SP #31 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 5-4-12 8.1.2 2X4SP#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-H 2X4 SP #2 24' O.C. 1 3-14 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. MAX MEAN ROOF HEIGHT w 30 FEET EXPOSURE B OR C — ASCE 1-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1 SO CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / 1-BRACE DETAIL FEBRUARY 17, 2(17 WITH 2X BRACE ONLY STDTL09 A VOTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINC S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 911'/. OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC DNTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BIND. FORT PIERCE, FL 34946 772.409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE TNAIL SPACING 2X4 OR 2X6 OR 2X6 10d 6" Q.C. NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2XB 2X6 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 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE r.._ 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 END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF, CHORDINTO EDGE OF STRONGBACK (00 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 LWITH LS )- (01313X NAILS 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH ( 3) - 10d NAILS (0131' X 3') 2X6 4' STRONGBACK (TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IDd NAILS (0.I31' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH ( 3) - 10d NAILS (0131' X 3') 0' WALL SPLICE) (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 (DO 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 (0131' 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 1 LATERAL TOE -NAIL DETAIL ( STDTL11 A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 NOTES: 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 ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 162 i Q8.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 J 31 75.9 69.5 60.3 59.0 51.1 148 81.4 74.5 64.6 63.2 52.5 Mi VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS ((162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 241.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 3(r TO 60' 45,00' ANGLE MAY VARY FROM 30' TO 60• THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS 1 NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE I FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 UPLIFT TOE -NAIL DETAIL THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L`> 131 59 46 32 30 20Z 0 135 60 48 33 30 20 162 72 58 39 37 25 J m m..... 0- x_.128 - 54 _, . 42 - 28-T 27.... 19, .. F— Lo 2 Z O 131 55 43 29 28 19 LU 148 62 48 34 31 21J J 04 Q 120 51 39 27 26 17 z 128 49 38 26 25 17 0 131 51 39 27 26 17J r O 148 57 44 31 28 20 r 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 THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE OISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S, E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY 1 NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1410 I.01X4 TYP 2x2 NAILER ATTACHMENT ( STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, 1 ' 1" Mean Height, Exp. B, C or April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) 12 VARIES STDTL14 4) 12d MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 11 O.C. SIMPSON H5 j .." - WftmtM 1w—ww!,—, *,Wf 0m 1 NithonyT. I t* IN, , 8 00834451 St. tucw WA. Fort P"e"e, rI, 14946 kw A..... k.*.yIA,*4"1JJ 1.0 1-- Wkf 1, 1.,*. 111, P1, I FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15 a ' DAMAGED OR MISSING CHORD SPLICE PLATES wmmwm A-1 ROOF TRUSSES 4451 ST_ LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% 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 Q. 3657 5485 3348 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 I0d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2* Q.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE G BREAK 6* MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT 00 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. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). 4 FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 AAIDdMAl11wMIOIW, AIIMI! Q 1111MR OII IMIIIrwrwwIIIIMIIi A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING. 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' Q.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPQRTTNT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4(Y) 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 TF +r" 14 1Y i I 7-7 j 2 it ' 270 z ,r T;Y 2'ir 2 01 2 tr ,^ j( 4 r" TUB FI it? X:: q v a E FLI4 s un FIAT F LW FLIT H-01 „ FLL1 EUt Full iC11S4ZF— rTl fr is 4 XN ZI 4- 3 5/ 8„r r el- 5 5/8"1: ` d i0 1n ` r c } 1, oil HATCH LEGEND 9' - 4" A.F.F. 18' -1 7/8" A.F.F.j NU 1 G: ALL 7 KUJJ I U )'VALE ANU:UK 1 MViJ 1 U LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS ID, AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO SCSI-03 ANDtOR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING JUS24 H; TMD46 Jt1S26 1 <) j tASH422 iMD25 N> mil TMD28 THD26-2 TRD25-2 G JUS46 lHBEi HANGER BY BUILDER LOADING J ROOF t FLOOR NAND LOAD Q LIVE LOAD i 20 I 40 7 ASC£ 7 10 a czi { DEAD LOAD 1 10 10 150 MPH £%P C W LIVE LOAD i 10- 0 CATEGORY D o t DEAD LOAD , 10 I 5 ENCLOSED STOTALLOADS40 ! 55 FEC-2017 DURATION FACTOR 1-25 1,00 TPi - 2014 OAT£ BY # REMARKS rt i REVISED STAIR OPENING J CLOSE) ABOVE W 11113l201 3T j RELOCATE RI1 AT STAIR OP£Nti#G € 03,01"08,/201131 IT i CODE UPDATE It is understood that above Conditions Pave been reviewed V^' APPROVED IS are acceptable for the fabrication at trusses APPROVED AS NOTED elevations,pitches, overhangs, REVISE AND RESrJBMtd fasCias,Cailtng 1 eievationsziitc es, beamg r REJECTED canddions & ail dew pertainmg to this truss placement plan, No, back Charges will be accepted t prWWICX evr¢us written GATE approval from an A 1 Roof T PLAN DATE ARCH, ..,/-y -_ STROCT. f. CUSTOMER RYAN MIMES JOB NAME iARGDvi'B' Qj%,Cf RYW1 OPTIONS} L44wA 9"S'CCa, COMMNTY j LOT # BLDG TYPE BLDG JOB # MASTER 1v3ICi0161.9 DATE 03120!2017 DRAWN SCALE fCL" I 4'. T5 GO AREA_ — GAc J 11 FLOOR — 1292 A-1 ROOF s sIs o ge^ o,a ROOF 2713.88_ TRUSSES a FASCIA 303 HiP LINE 119 A FLORIDA CORPORATION m e a VALLEY LINE 17, Ph -2-409-10101 Fax 772-409.1015 rCity of Sanford Building and Fire Prevention Permit # t Project Location Address > As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections. 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # 1 Description- _ (include_ decimal) L 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 ! #0607 9147.11(8174.2 - R12 Roll Up _ Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through _ Projected_____ Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product — Florida Approval # Description_ — Oncludinq decimal) 3. Panel Walls S id in® Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments — InterWrap Inc. Rhino Roof Underlayment_ W. u R3---- Y — - Roofin Fasteners Nonstructural Metal Wood Shakes and Shingles Roofin tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Roofin slate Cements/ Adhesives / Coating Liquid Applied RoofingSystems Y Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels 1 Roof Vents Millennium Metals Inc. MMI - 2B Off Ridge Vent 16568.2 - R1 Other June 2014 Category/Subcategory Manufacturer Product Florida Approval # Description (include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Sky lights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms _ Plastics _ Deck / Roof -- — Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 3 CITY OF SANFORD BUILDING & FIRE PREVENTIONV PERMIT APPLICATION Application No: Documented Construction Value: Job Address.- Historic District: Ves El No [I Parcel ID: Residential 0 Commercial Type of Work: Ne%} Addition 11 Alteration El Repair El Demo El Change of UscEl Move 0 Description of Work: PlutnbinNew Residential Construction Contractor Information Name Advanta,-,,e Plurnbin,..!, Inc. phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 312,772, State License No.: CF-0057881 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address. - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NQj!JQ,'t: In addition to thr requircruenL% of this Perinit, there may be additiOMWstrictions applicable to this property that may befoundinthepublicrocsrd9ofthiscounty, and there may be additional P=Mits roquirud fTorn other goverunitntal entities &rich as watermanagementdistricts, state agencies, or federal agencies, Mveptance of perm't is verification that I will notify tht owner of the pmperty of the requirvrncrits of Florida Lim Law, FS 713 711C City of Sanford requires payment of a plan review fee at the time of Permit subrniftal. A copy of the tZecuted contract is required in order to calculate a plan rvvi ew Charge and will be considerad the estimated construction value of the job at the time of subnnival, The actual construction value will be figured based on the cunrent ICC Valuation Table in effect at the time the perrint is issued, inaccordancewithlocatordinance, 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 cerfify that all of the foregoing informatloin b mccurate and that all Work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agcnt to Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is --- Personally Known to Me or Produced ID - Type of ID Sipature ofContractor/Agent Do A. Thomas Smith NO Contractor/Agent's Name Igna, rco, otary-stereofFIMMeredithL WarhiCkO-610ith Date NOTARY PUBLIC STATE OF FLORIDA Camrn# GG136889 Expires 8121r2021 Contractor/Agent is X Personally Known to Me or Produced ID ® _ Type of TD BELOW IS FOR OFFICE USE ONLY Permits Required: Building E] ElectricalD Mochanical] PlumbingE] Gas[] Roof[] Construction Type-, Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No El # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERTNG: FIRE: Fevised: June 30, 2015 Fire Alarm Permit: Yes (J Ito E] WASTE WATER, WMZKnM= CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Y/ No, Historic District: Ye-s[- Parcel ID: ResidentiaQ Commercial Type of Work: Newlo_ Addition Alteration 1-1 Repair U Demo F-1 Change of Use 11 Move L1 Description of Work: Plan Review Contact Person: 'Fitle: Phone: Fmailj Qqko Property Owner Information Name Phone: Street: ,moResident of property? City, State Zip: Contractor Information Nam V- Phone: Street: 0 lsc-o Fax: City, State zip :_ l,f1 State License No.: Cko 5aW-K— Name: S I rcw City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOtJR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pertnit 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 inust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. F13C 1053 Shall be inscribed with the (late of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Pemit Application NOTI(T".- 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 requ irements of Florida Lien Law, FS 711 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,;Itltl-wtit,11'work will be done in compliance with all applicablelaws regulatingconstraction and zoJ.Vkfg-- Sig nature of Owner/Agent Date Sigr re of Contractor/Agent Ite Print —Owned/Agent's Name Nit Contractor/A, crit's Name Signature,ot'Notary-State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID --__ Type of ID Signature of No ty-Sutte of Florida Date CHERYL D AKERS A* MY COMMISSION # FF998952 4 1[XPIRIIS June 05, 2020 407) Contractor/Agent is Known to Me or Produced ID Type of ID _- BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] mechanical[] Plumbing[] Gas[] Roof[] Construction Type:__ Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - 9 of Amps__— Plumbing - # of Fixtures-- - Fire Sprinkler Permit: Yes E] No [I # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER:. ENGINEERING: FIRE: BUILDING: COMMENTS: R,: V Ju- ;0 '1111 " I'll iIIIF JtWl STATEWIDE 1-888-831-2665 DEL -AIR State Cart CAC032448 JASMINE COVE VERSION I OPT L.l'X't'R)'OWNFR'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION I OPT SrYFING RM 3J), 15.0 3 - 4,509,00 I-ARGO 3.0 li,() 4 i,530.00 LAUDERDALE 15 15,0 4,87SMI LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAIJDERDAf,F OPT BONUS BATH 5.0 15.0 4 M018.00 LAUDERDALE OPT BONUS BDRM 5.0 15D 4 S0,929.00 PALMDALE 2.0/2.5 15.O 4 . .... . PONTEVFDRA 2,5 15.0 3 ---,$4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4.250.00 SANDPIPER POINT VERSION 2 OPT 1ST Fl, BDRM[BDRM 5 3.0 15.0 3 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,9 () 1. 0 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 -,15.0 2 4,295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 ---2 4-,333.00,---,- SAN MEL VERSION 1 2.0/2.5 15.0 4 SANMEL VERSION I OPT I STFL. BDRM 15 2.5 15.0 5 8,750.00 SANIBEL VERSION I OPT BATH 2 10 15 15.0 5 8,273,00 SANIBE'L VERSION I OPT GUEST SUITLL- 15.0 5 8,406.00 SANfBEI. VERSION I OPT MORNING RM 2.5/2.5 15.0 4 58,455.00 SANIBEL VERSION I OPT STUDY 2.0 / 2.5 15D -.-4-,- S,200.00 SANTA ROSA 3.5 15.0 4 -,----'S;,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 520.00 SANTA ROSA OPT MORNING RM 3.5 15.0 -4 5,000.00 SANTA ROSA OPT STUDY 3.5 15.0 4 1.00 SAWGRASS 3.5/2.0 15.0 4 q,2,12mo-.-- SAWGRASS OPT Is" Fl. SUITE 3,5/2'.0 15.0 5 SAWGRASS OPT V') 17L EXTENSION 3.0/3.0 15,0 5 9,725.00 SAWGRASS OPT BATH 2 3,5/2.0T35 15.0 .......... 5 SAWGRASS OPT BONUS BDRM 10C 15,0 4 W22100 V'elc STA IT, ("I" k U. Lic N CAC0324ts 531 CODISCO WAY 32711 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001761 Date 8/07/18 Property Address . . . . . . 3786 CRAWLEY DOWN LP Parcel Number . . . . . . . 17.20.31.5VC-0000-0910 Application description . . , NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . Property Zoning . . . . PUB Permit I . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1069004 Permit pin number 1069004 Required Inspections Phone Insp Seq Insp4 Code Description initials Date 10 409 MHOI MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . 18-00001761, Date 8/07/18 Application pin number . . . 528840 Property Address . . I . . . 3786 CRAWLEY DOWN LP Parcel Number . . . 17.20.31.5VC-0000-0910 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . PUD Application valuation 299701 Application desc need noc Owner- Contractor RYAN HOMES RYAN HOMES 4301 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 -- -------- Construction Type . . . . . VB Occupancy Type . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . FLEC - 4 AMPS 200.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2798.00 Permit . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1069004 Permit pin number 1069004 Sub Contractor . DEL AIR HEATING A/C & REFRIGER Permit Fee . . . 110.00 Issue Date 8/07/18 Valuation 5530 Expiration Date 2/03/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave,aldrichesanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1125.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. N A IM 0 1 w PERMIT APPLICATION Application No: Dorurrtontpdi falue: $ Z L i"'A Parcel ID Historic District: Yes [3 No El Resldentiat q Commercial DTypeofWork: Ne Addition Alteration Re air Demo Change of Use Move nDescriptionofWork: Plan Review Contact Person: Phone: Title: Fax: Email: A I Property Owner Information Name Phone: Street: H D Resident of property? City, State Zip: I( n7 Contractor Information Name Phone: Street: Fax: City, state Zip: State License No,: 1) Arch itect/Eng I neer Information Name: Street: Phone: Fax: City, St, Zip; E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTENT? TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a Permit to do the work and installations as indicated. I certify that no work or installation hasCommencedpriortotheIssuanceOfaPermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit must be secured for electrical work, Plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S" Edition (2014) Florida Building Code Rcviw,d, June 30,2ojS PcMut Application N XQT1Q: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional Permits required from other governmental entities such as watermanagementdistricts, 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 time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueTheactualconstructionvaluewillbefiguredbasedontheOfthejobatthetimeofsubmirtal, accordance with local ordinance. Should calculated char current ICC Valuation Table in effect at the time the Permit is issued, increditwillbeappliedtoYourpermitfeeswhenthepermitichargesfiguredofftheexecutedcontractexceedtheactualconstructionvalue, s issued, OWN AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work wille E R done in compli ance with all applicable laws regulating construction and zoning. Signature of —0m,,ncriAjen—t- Date Signature 7 — - - - - - - St,l,orvlonda Date Owner/Agent is Personally Known to Me orProducedID __ TypeType of ID gnature of n etor,Agent Date lnt'1 011(1actor/Aitcnt's Name signature OfNLA31).state of' r1coda lky P&, Datc PAMELA S TERNUS Commission # GG 110622 EXPIres August 7, 202.1M of CO° t 4 rhlu awqct Nota'y Uwce!i I, I Contractor/Agent is -A Personally Known to Me, orProducedID — Type of ID BELOW "FFICE USE ONLY Permits Required: Building D Electrical Mechanica]E] PlumbingD GasEj RoofElConstructionType: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: ------ Min. Occupancy Load; # of Stories: New Construction. Electric - # of Amps Plumbing - #of Fixtures Fire Sprinkler Permit: Yes[ No [] # of Heads Fire Alarm permit: Yes [] NoE] APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised, Julie 30, 2015 WASTE WATER: BUILDING: Permit Appkati()n 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161), Web link provided for quick access to the TAM document hftps://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401 .2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy'Yfiith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: i 5 diction: Permit #: job Information Builder: R 10441 101165 Community: ecott 10-% V<j*,e_rv-o_ Lot: Address: 571j e, 07-It-1/c K Zooe Unit: City: State: f/ Zip: &77_3 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2, PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Ener& Cafe (Performance) or R406-2017 (ERI): ffr x 60 — CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS (Mechanical Ventilation is not required) 01_60 de software calculated FIPASS (with Mechanical Ventilation) 0 Field measured and calculated 1:1 FAIL R402.4.1.2 Testing, Testing shall be conducted In accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined In Section 553,993(5) or (7), Florida Statues, or Individuals licensed as set forth In Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing, 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3.lnterior 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. Testing Company Company Name: 15 Lightyears , Inc Phone: W55AM-1515 I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the com .pliance method selected above. Signature of Tester: 4 Date of Test: Printed Name of Tester: Aaron Qverholl License/ Certification #: 2DN8BZ Issuing Authority: RE,5NET Copy of License / Certificate of the tester must be attached) UM3=1 Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition ju r i sdiction: Permit #: job Information Builder: Community: Lot: 47 ' Address: 11-/0- Unit: City: State: z::/. Zip: 3777 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handier unit is installed. If air handier unit is not installed, Qn Total must be less than or equal to 0.01 This testing method meets the requirements in accordance with Section R403,33. Is the air handler unit installed during testing? YES E] NO DoPerformance ERI Method cfm25 (Out or Total) To qualify using this r-nethod, Qn must not be greater than the 4% C> C Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all 'Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Ca1c) or R406-2017 (Energy Cale) or R406-2017 r—_ aASS Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Ligh!years, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: -Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RERNEI Copv of License / Certificate of the tester must be attached) R Certificate of Achievement THIS ACKNOWLEDGES THAT HAS MET THE STANDARD REQUIRED BY AS A CERTIFIED Certification Date: 08/07/2018 Certification Expires: 08/07/2021 R F I # 2GNAB7 Tim Smith, RESNET Quality Assurance Designee 15 1'iy" O"htyears RESNET QA Provider # (1995-199)