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3846 Crawley Down Lp- 18-2794; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT J I STATEMENT NUMBER: 18100005 DATE: July 02, 2018 BUILDING APPLICATION #: 18-10000596 SBUILDINGPERMITNUMBER: 18-10000596 UNIT ADDRESS: CRAWLEY DOWN LOOP 3846 17-20-31.5VC-0000-1010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: / ( PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: rJ 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: 3846 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 Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 ngle Family CO -WIDE ORD Housing 91000.00 1.000 dwl unit 91000.00PAS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF BUILDING DEPARTMENT SANFORD 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE v t]/ Grant Maloyy Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018065636 Book:9195 Page:699; (1 PAGES) RCD: 8/20/2018 11:14:50 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 18-2794 Parcel ID Number. 17-20-31-5VC-0000-1010 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 # 101 of Kensington Reserve 3846 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 Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811. S. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 8. LENDER: Name: Phone Number: Address: 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) IMAON/(VG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary ignah" or Lessee, or Owner's or Lessee's (Print Name and ProNde Signstotys'ntle/Olfice) I --- O(IicerI—ector/Pariner/Manager) State of Florida County of O—Lius The foregoing instrument was acknowledged before me this by Dayna Mitchell Name of person making statement who has produced identification type of identification produced: TRACY LEIGH MCDONALD i MY tbIM tAISSiON fl FF925012 EXPIRES October 06, 2019 5'7,398•0153 Floridakata,ySetwcocon- REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs aDa#e t 25 Project Name: Kensington Reserve Project Address S Lc6p Building Permit #: iS 7) ' L+ 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 GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor C BC 1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # Progress Energy o Florida Power and Light on CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: jF 1-79 3/39/5 Documented Construction Value: $ 'L W;' Job Address: 3846 Crawley Down Loop Historic District: Yes No Q Parcel ID: 17-20-31-5VC-0000-1010 Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Title: Production Admin Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com 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 J 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 elate: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A 6/15/201811 e 6/15/2018 Sign r of Nm /A Date Signatu Con tor/ nt Date Tracy McDonald Print Owner/Agent's Name l ' — 6/15/2018 Signature of Notary -State of Florida Date Av pua, MEAGAN LYNNE FOWLER R MY COMMISSION # GG 063253 o EXPIRES: January 17, 2021 RoNed Thiu Budget Pblary S®MM Tracy McDonald Print Contractor/Agent's Name 6/15/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 o` EXPIRES: January 17, 2021 Boned Thnu Budget Notary SeMm Owner/Agent is x Personally Known to Me or Contractor/Agent is X_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical R1 Mechanical R Plumbing© Gas[] Roof Construction Type: Vs Occupancy Use: Flood Zone: X -St2= A—, T—AGtE EV Total Sq Ft of Bldg: ZQ I gS Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No [R # of Heads APPROVALS: ZONING. ( UTILITIES: COMMENTS: ENGINEERING: ,Nt ,C. &'Z5- I g FIRE,: Ok to construct single family home with setbacks and impervious area shown on plan. 2 7 8 ° 1. M P 1 s # of Stories: ?— Plumbing - # of Fixtures 19 Fire Alarm Permit: Yes Not!] WASTE WATER: BUILDING: 5F P449 Revised: June 30, 2015 Permit Application s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D o-79ApplicationNo: / Documented Construction Value: $ 93,130 Job Address: 3846 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-1010 Residential pX Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 6/15/2018 6/15/2018 Sign r o wrt /A Date Signatu Con tor/ nt Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name Gz------ 6/15/2018 &.?—6/15/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Y Pue, MEAGAN LYNNE FOWLER ot)°Y Pua, MEAGAN LYNNE FOWLER MY COMMISSION # GG 083253 MY COMMISSION # GG 083253 EXPIRES: January 17, 2021 s,0,4p; EXPIRES. January 17, Ml E;Ofltled ThN BYd Et Nntafy SCENC85yoF v o sonded 7hru B dset Notary services Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Wg( - WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMITT. ` Min Max Ins ection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANICALPERMIT`„ 5 _ Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SXNFORD Y OF PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3846 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1010 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-2794 Reviewed by: Michael Cash, CFM Date: June 25, 2018 1 0 Application for Paved Driveway, Sidewalk or Walkway gIncludin Right -of -Way Use & 1877-% Landscaping in Right -of -Way www.santordfl.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 umwmesbNow. size and location of the existing right-of-way and use shall be provided or application could be delayed. 0011b*or.yoa4 1. Project Location/Address: 3846 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: Driveway Start Date 4. Brief Description of Work: This application is sub Property Owner. Signature: Address: 430 '' I Phone: (407) 692-9831 Walkway Other: Completion Date Construction of New Single Family Home Print Name: Tracy McDonald Orlando, FL 32811 Emergency Repairs Fax: Email: trmcdona@nvrinc.com Date: 06/15/2018 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 perrnittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: nd the above statement and by signing this application I agree to its terms. Date: 06/15/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Official Use Only Fee: Date: Date: Date: Date: Date: (r -2 - zov Date: November 2015 ROW Use Onveway.pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5 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): The speFific permit and application for work located at: aL"..5 Street Address) Expiration Date for This Limited Power of .Attorney:_ May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 15 day ofJux-,a , 200 18 , by Robert Lattanzi who is ® _ w or who has produced as identification and who did (did not) take an oath. Notary Seal) oraY Pus, MEAGAN LYNNE FOWLER r0 * MY COMMISSION # GG 063253 r, o EXPIRES: Jarwry 17, 2021 vF :zr FED GondW TMU 9udpet Notary 96 vIM Rev. 08.12) Signature 11M& k O Fo W vet- g Print or type name Notary Public - State of _ Commission No. My Commission Expires: 6/15/2018 SCPA Parcel View: 17-20-31-5VC-0000-1 010 Property Record Card Parcel: 17-20-31-5VC-0000-1010 A Property Address: 3846 CRAWLEY D0`0JN LOOP SANFORD. FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-1010 2018 Working 2017 Certified Values Values Owner(s) BRISSON WEST PROJECT I LLC . ...... Valuation Method Cost/Market Cost/Market Property Address 3846 CRAWLEY DOWN LOOP SANFORD, FL 32773 Number of Buildings 0 0 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name . KENSINGTON RESERVE Depreciated EXFT Value Tax District SI-SANFORD Land Value (Market) 52000 14000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions 52,000 $14,000 Portability Adj 4ffi+ 4470 1 68.359 03`' , Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 7 C\i P&G Adj $0 $0 Co 1 Assessed Value $52,000 $14,000 CO T 0 103 11 102 Tax Amount without SOH: $266.58 b 1 101 2017 Tax Bill Amount $266.58104 It & t 27 I " I , A\ Save Our Homes Savings: $0.0010010CD Does NOT INCLUDE Non Ad Valorem Assessments C 99 N Seminole County GIS Legal Description LOT 101 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 52,000 Schools 52,000 City Sanford 52,000 SJWM(Saint Johns Water Management) 52,000 County Bonds 52,000 Qualified Taxable Value 0 52,000 0 52,000 0 52,000 0 52,000 0 52,000 Vac/Imp Depth Units Units Price Land Value 0.00 0.00 1 $52,000.00 $52,000 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot101Kensington ReserveLargoBGRSW Builder Name: RYAN HOMES Street: 3846 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1301.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2169 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(236.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 196.75 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.057 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.109 Total Proposed Modified Loads: 65.45 PASS TotalBaselineLoads: 65.20 1 hereby certify that the plans and specifications covered by Review of the plans and t%E S74q , this calculation are in compliance ith the Florida Energy specifications covered by this OF AV _ p Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: - '' --T- Before construction is completed t DATE: R-7 1 A Scott Pratt _ this building will be inspected for compliance with Section 553.908 y I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/ AGENT: __ BUILDING OFFICIAL: DATE: 6f7/2018 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). 6/ 7/2018 12:50 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 SQ.FT. CAM'S I5T FLR LIVING W4 5Q Fr. 2ND FLR LIVING 1,265 6Q FT. TOTAL LIVING 2369 a$a FT. ENTRY 40 BQ Fi. GARAGE 449 BOL FT. LANAI 260 60. FT. TOTAL 2,510 6O1 FT, CC1/OBe NO0.AOLTIq T•O ELvc• srD 1.O BvanrE wI s 1111iDd0 am CALL • SOUMEwpum RMAGE BDIE mwmum 1 C 0' 5 24W/-30J6 2 24 3060 DR 4 21W-3605 3 11 25-611 4 25.45/-30115 3A IT 25-6H 5 25.45/-31A6 3B 33 2) 25-N 5 2113/-MW 4 64 6" SCD 5 263V-3330 WIND DESIGN CRITERIA A BASIC WIND WEED NPH (3 6EC4ND GUST) VILT.50 / VASD-66 MPH IS, IMERNAL F"986UIE COEFFICENT. • JS C. FSSIC CATEGORY -TYPE II D. EXPOSUE CATEGORY C NOTE: VALUES FOR CO'TPONENTS I CLADDNG IN E66UIE ARE BASED ON THE YuK DEWW WBD SPEED. FBCR, 6TH ED. (20M) ALLOYIS THESE PIE6EEAES TO BE MULTTPLED BY 06 TO M 37- THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT 11404FAGTUIRERS. HDIE: L PRIOR TO DRnWU WALLATICH CNA ALL FIRROG 11MM 2'-V gi'M UE FlkAl FLOCK q.L SE NWAT® AHD TREATED W TIORATF A THlflE TIEAT® WWAT I' -2. 2'-1' r'ot A CABINET SECTION X6 PT. POST W W. 1.1 X6 P.T. POST W ID. waProrr--__——_—_—_—_—_—_—_--—_-wA----- BOX BEAM TO MATCHWAMILWAICOLU'NMATCH26Tcmam -0' I I II'-4- i5'-0' 3'-5' II II II I I (2) 25-6H 60pp y5D I I I 1 m Zom e 3A I 0 GREAT ROOM e 9 2W7-P44 d1 O 4X6 N6 P06T A P06T L BYI C T rw SNK 61 3 a.Gl I rn s T FOYER T-4. Cm 6 T OM 5TID 37 0 S ppp v91T MAWVE Y V TO EXiH71CR o BOLLAID 2 CAR GARAGE 20'-O'N20'-4' T-W CIA, 1' of Pill 9'6111 MUD ROOM Tuff T-v C24 a BTQE VENEP / s L w'4V X T0 OHGD L!E OF 2>D TilX7R ABO4f 16'-0' 2'-5' 5'-5' 21'-4' FIRST SCALE: 1/4 . I'-0' FLOOR PLAN ELEVATION 'B' 5' 0 A A C N IT E C T f Design Gr up k. I -I N. NONALD NEAGAN BLVD. LONGWDOD. FL327W FN.1 -77L 78 FU% 7.774 78 M .: 0003325 SUBDIV. do LOT. KENSINGTON RESERVE LOT 101) MODFJ.9 LARGO VERSION/01) PROJECT# 02997.000 1O1R1 PA6IM FIRST FLOOR PLAN DATM 6/4/16 SCAIM 1/4"=1'-0" 631i3CZP 3 OF 9 CCYOBR AND CLAmO IEO LOADa OW WD BUMI E PCII a soon com CALL 0 02*M FMACE mmumDammam m L47N s0 I 6 3050-94 5 2sb5/-3T26 L4 5 4 2565/-3U4 C b 3OW54 5 28b5/-31D5 2 6 3050-514 5 3Sb5/-3118 3 5 3OW84 4 2ab5/-3114 4 S TSB 5 28AW-3TD6 4A 5 4 2ab5/-3U4 5 0 3-514 5 2SM-36.10 4 1 tS:b5-3W WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT.150 / VAGO.116 PIF44 B INTERNAL PIESSUE C09 CE+T— 19 C. RISK CATEGORY -TYPE II D. E10°OSUE CATEGORY C NOTE: VALUES FOR C0PV-ONENTO I CLADDMG PIES m ARE BASED ON THE VUk DESIGai WINO SPEED. PBCK 6TH ED. (20TT) ALLOWS THESE PES&AES TO BE MLnPLED BY 0A TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANFACTURER5 11mLPOOR TO DRILL P6TALLATIRI QI ALL ipM'f4' M4ffi76 2'-0' iiY.T111E HIISNW ILLL BESPRAT® *0114EAARD 0 "AIE' A 10i 11ESPR AT RAT3/ 4' TAG Sle FLOOR GLUED 4 SC7ESED PER NAILNG SC'FEDLLP PRE - Dr: PLR tRBSSsa PER Twlaa PLNI 2) L=ft OF W4' MYWOOD OR (2) LAYERS OP 3" SID FLOOR MATERIAL RIPS FOR SOLD N A LRG SECURE 2N0 STRING®! TO SOLID NALM By Od NAILS TO SE NAILED F"M BACKSIDE z0 P IZ \\ Da STAIR uATA: 17 Rli ETsr 16 TRIADS 010' +1" NOSING 2f L.MOK3 2. 4 P.T. PLATE SECURE W/ 10d CUT NAILS *' Or— MAX — STAIR SECTION: 9'-4" BRG. HT. L SCALE: V2 . I'-0' 10'- S 3/4' 21.m. PPl FLR T- 4' BOWL FAT. 4 42' `" GN I uWl 3) 2N0 STT• STIQYERS SB.7SED IV Od HALO " •'-a' OC. M2 S.TP. TREAD 2. 4 RE-PFORCN3 • EA 2.0 aT1U14rER KIOC" LATE 2. 12 STRW&R TO SR CH LANDING. BEYOND) 3u' TOO alE FLOOR CRAW 4 NAILED DBL 2.6 LEDGER SECURED TO BLOCK BV 3A&' TAP =NS MIL I V4' B'E. 24' OM. STAGGERED w 0'-0' PIN. PLR v 4 LSE CF Si 0.00R EIFLUII I I I I 1 13'-4' I 3050L5H - O Efl7dEc,wm 1!- O11NER' S smPutta-OI7II'- 2' 4P R N BALL 0 WOOD CAP BEDROOM 2 N7- L4)'701'-O' a'- v MAIL 9 0 "s" v LAY ,1A OW M'S BATH W- 0 Cm j 40 POST— ( 5 BEDROOM 4 C IC-c')W-a' a'- O' CLCa I _ IA0 I II I DEL 5 3050 R-194 io TBO r------ I m BEDROOM 3 V- a cw i_ _ LSE O IST 9 FLOOR BELOW n I O c. TEMP EWES IA EMFESS O L"" K. CF IST RAOR EELAX T- 2' SECOND FLOOR PLAN SCALE: 114 . I'-0' ELEVATION '15' POST A a C N I T E C T i Design Grou l. 1441 N. ROMLD RE" M BLVD. LONOMOD. FL 32750 PH. 407"774.6078 F" 407.77F407e M 4: 0003325 91111111g1 8 C6 m E O L f` BUBDIV. de Loom KENSINGTON RESERVE LOT 101) 3doDEIs LARGO VERSION/ 01) PROJ= T#: 02997. 000/101R1 PA43E: SECOND FLOOR PLAN I EXI W. i 6: DATE: 6/4/18 SICAIM 1/4"=f-0" s313c= 4 OF 9 RECOIZI) COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 01Kensington ReserveLargoBGRSW Builder Name: RYAN HOMES Ulti., f Street: 3846 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: # 1 8 - 2 7 Ci Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1 1. New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1301.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2169 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(236.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 196.75 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.057 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.109 Total Proposed Modified Loads: 65.45 PASS TotalBaselineLoads: 65.20 1 hereby certify that the plans and specifications covered by Review of the plans and S74, this calculation are in compliance ith the Florida Energy specifications covered by this 01't14E ti a O Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY:F'- Before construction is completed DATE: 6-7-18 Rrott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as si ed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/ AGENT: _____ BUILDING OFFICIAL: DATE: 6/7/2018 DATE: k Compliance Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). 6/ 7/2018 12:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 A, FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lotl01 Kensington ReserveLar Bedrooms: 4 User Conditioned Area: 2169 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 101 KENSINGTON 3846 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2169 18436.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2169 18436.5 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type _ Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main _--- ---- 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ft2 904 ft2 11 0.16 0 0.39 0 0.84 0.61 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1371 ft2 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # 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 ft2 0.11 Wood 6/7/2018 12:50 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Orat Ta.-- WaILType ---- ---- Space R-Value Et In Et ----In Area R_yalue_ Fraction-Absor__Grade° 1 SE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0 3 SW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 NW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 NE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0 10 NE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SE 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 SE' 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 0 in None Exterior 5 5 NW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 NE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 7 NE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 8 NE 8 Vinyl Low-E Double Yes 0.62 0.29 N 40.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 9 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 6 ft 0 in None Exterior 5 10 NW 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 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 Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000351 1997.3 109.65 206.21 3155 6.5 6/7/2018 12:50 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 System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingj j Jan [[ ]] Feb j j Mar Heatinf Xj Jan IX) Feb f X} Mar j Apr j Apr [ jj May [X] Jun jXj Jul j May [ ] Jun [ ] Jul jjXjj Augj j j Aug Se E ] Sep j j j Oct Oct Nov JX Nov j j Dec X] DecVentin 1] Jan [[ ]] Feb t[XJ] Mar X] A r [ jj Ma [)Jun [ ]Jul Au Se L X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 7/2018 12:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3846 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2169 b. N/A Area c. N/A 196.75 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 40.00 ft2 12. Cooling systems ft2 a. Central Unit ft2 4.057 ft. 0.290 Insulation Area R=0.0 904.00 ft2 R=11.0 397.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f a S. Builder Signature: AiT,Date: 6/7/2018 Address of New Home: 384b Cra awn Loop City/FL Zip: 32773 Insulation Area R=13.0 1208.00 ft2 R=4.1 966.00 ft2 R=13.0 350.00 ft2 R= ft2 Insulation Area R=38.0 1301.00 ft2 R= ft2 R= ft2 R ft2 6 430.8 kBtu/hr Efficiency 34.8 SEER:15.00 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.94 Pstat O THE S ypgl o COD WE i J6 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/7/2018 12:50 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3846 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe 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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Llshn2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/7/2018 12:51 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/7/2018 12:51 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 '/z 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-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/7/2018 12:51 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 limes greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity, R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for 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. 6/7/2018 12:51 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatoryM 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. 6/7/2018 12:51 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 6/7/2018 12:49:58 PM Page 1 of 1 Manual S Compliance Report Job: Lot101Kensington Reser... wrightsoft® Date: 7/25/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3846 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 27606 Btuh Entering coil DB: 77.1 OF Outdoor design WB: 76.2°F Latent gain: 4274 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 31880 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: 29818 Btuh 108% of load Latent capacity: 4906 Btuh 115% of load Total capacity: 34724 Btuh 109% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 21955 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: GSZ140361 K+ASPT47D 14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 148% of load Capacity balance: 33 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. wrightsoft'" 2018-Jun-07 12:42:58 Right- Suile® Universal 2018 18.0.13 RSU23828 Page 1 argoBGRSW\ Lot101KensingtonReserveLargoBGRSW.rup Cale = MJ8 House faces: SW Component Constructionswrightsoft® p Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333.2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lott 01Kensington Reser... Date: 7/25/2015 By: FJF Project• • For: RYAN HOMES 3846 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft Btuhm"F W-°FrBtuh BtuhV Btu Btuh/ft' Btu Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 210 0.091 13.0 2.52 529 2.85 598 fnsh, 2"x4" wood frm, 16" o.c. stud se 337 0.091 13.0 2.52 849 2.85 959 sw 180 0.091 13.0 2.52 454 2.85 512 nw 349 0.091 13.0 2.52 880 2.85 994 all 1076 0.091 13.0 2.52 2712 2.85 3063 13A- 2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board ne 199 0.201 4.1 5.57 1110 5.29 1055 int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" se 252 0.201 4.1 5.57 1403 5.29 1334 gypsum board int fnsh sw 55 0.201 4.1 5.57 308 5.29 293 nw 322 0.201 4.1 5.57 1793 5.29 1705 all 829 0.201 4.1 5.57 4614 5.29 4387 Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht sw nw all 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 ft overhang (5.3 ft window ht, 0.5 It sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 It head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, se 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 332 0.091 13.0 2.52 837 1.45 482 30 0.350 0 9.69 291 22.0 659 15 0.350 0 9.69 145 21.4 321 15 0.350 0 9.69 145 21.4 321 15 0.350 0 9.69 145 22.0 330 75 0.350 0 9.69 727 21.8 1631 33 0.350 0 9.69 317 22.0 718 48 0.620 0 17.2 824 30.6 1470 12 0.350 0 9.69 116 21.1 254 wri ghtsoft' 2018- Jun-07 12:42:58 Right - Suited Universal 2018 18.0.13 RSU23828 Page 1 argoBGRSW\ Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, sw 30 0.350 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, clr low-e outr, air gas, mtl no brk frm mat, clr innr, sw 15 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 ft window lit, 6 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 33 0.350 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 Doors 11 DO: Door, wd sc type sw 24 0.390 n 18 0.390 all 42 0.390 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1301 0.032 gypsum board int fnsh Floors 20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 397 0.078 22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 wrightsoft® m> Right-SuiteG Universal 2018 18.0.13 RSU23828 argozGR W\Lot101KensinglonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW 0 9.69 291 22.5 676 0 9.69 145 22.5 338 0 9.69 317 22.0 718 0 10.8 259 12.0 289 0 10.8 193 12.0 215 0 10.8 452 12.0 504 30.0 0.89 1153 1.74 2263 11.0 2.16 857 1.12 444 0 27.4 2835 0 0 2018-Jun-07 12:42:58 Page 2 Project Summary Job: Lot101Kensington Reser... wrightsoW Date: 7/25/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Proiect Information For: RYAN HOMES 3846 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 6-7-18 SRP D' _ qn Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 IF Design TD 28 OF Heating Summary Structure 18870 Btuh Ducts 3085 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21955 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2 Volume () ft3) Air changes/hour Equiv. AVF (cfm) Orlando/ Jetport, FL, US Simplified Semi - tight 0 He 2169 Coing 216918852 18852 0. 28 0.15 88 47 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 IF Backup: 8. 5 HSPF 32600 Btuh @ 470F 26 IF 1160 cfm 0. 053 cfm/Btuh 0. 30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 22198 Btuh Ducts 5408 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/ swing multiplier y 1. 00 Equipment sensible load 27606 Btuh Latent Cooling Equipment Load Sizing Structure 2462 Btuh Ducts 1813 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4274 Btuh Equipment Total Load (Sen+Lat) 31880 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightmc) i t• 2018-Jun-0712:42:58 Right- SuiteO Universal 2018 18.0.13 RSU23828 Page 1 ACC\...argoBGRSW\Lot101KensingtonReserveLargoBGRSW.rup Calc = M.18 House faces: SW F F- wrightsoft' Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 101Kensington ReserveL... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 It 62.0 If 3 Room height 8.5 It 9.3 If heat/cool 4 Room dimensions 30.0 x 16.0 It 5 Room area 2205.8 ft2 480.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 y1 12C-0sw 0.091 ne 2.52 2.85 240 210 529 598 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 30 0 291 659 0 0 0 0 VL213A- 2ocs Blk wall, s 0.201 ne 5.57 5.29 280 199 1110 1055 280 199 1110 1055 2A- 2om 0.350 ne 9.69 21.97 33 0 317 718 33 0 317 718 11 2A-2omd 0.620 ne 17.17 30.63 48 0 824 1470 48 0 824 1470 yJ 12C-0sw 0.091 se 2.52 2.85 364 337 849 959 0 0 0 0 2A- 2om 0.350 se 9.69 21.14 12 1 116 254 0 0 0 0 L_rG, 2A-2om 0.350 se 9.69 21.42 15 1 145 321 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 252 252 1403 1334 149 149 831 791 12C- 0sw 0.091 sw 2.52 2.85 240 180 454 512 0 0 0 0 2A- 2om 0.350 sw 9.69 21.42 15 1 145 321 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 30 0 291 676 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 15 0 145 338 0 0 0 0 t- D 13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 79 55 308 293 0 0 0 0 11D0 0.390 sw 10.80 12.03 24 24 259 289 0 0 0 0 Vt/ 12C-Osw 0.091 nw 2.52 2.85 364 349 880 994 0 0 0 0 G 2A-2om 0.350 nw 9.69 21.97 15 0 145 330 0 0 0 0 W 13A-2ocs Bilkwall, s 0.201 nw 5.57 5.29 355 322 1793 1705 149 117 649 618 t-- G 2A-2om 0.350 nw, 9.69 21.97 33 0 317 718 33 0 317 718 P L-D 12C- Osw 0.091 2.52 1.45 350 332 837 482 0 0 0 0 11D0 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 2OP-11t 0.078 2.16 1.12 397 397 857 444 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 195 262 Envelope loss/gain 16199 17144 5747 5108 12 a) Infiltration 2670 904 711 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/ other 3000 600 Subtotal ( lines 6 to 13) 18870 22198 6458 6869 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18870 22198 6458 6869 15 Duct loads 16% 24%1 3085 5408 10°/ 10%1 646 687 Total room load 219551 27606 7104 7556 Air required (cfm) 11601 1160 375 317 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgf• Ilsd iVt- 2018-Jun-07 12:42:58 AC F w ^• w- - Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 argoBGRSW\ Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW 1- wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Kensington ReserveL... Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 Exposed wall 8.0 It 6.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.5 x 8.0 It 6.0 x 6.0 It 5 Room area 36.0 It' 36.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ftz) Load number Btuh/ft2-'F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf/ 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 13A- 2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 12C- Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 56 56 312 297 Vh12C- Osw 0.091 sw 2. 2. 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.6969 21.4242 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 V1/ 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 D 11DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 12C- 0sw 0.091 nw 252 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0 Vll 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 75 75 416 395 0 0 0 0 L- G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 L- D11 12C- Osw 0.091 2.52 1.45 0 0 0 0 79 61 155 89 DO 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-tol 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 22 32 Envelope loss/gain 635 374 824 569 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 0 Subtotal ( lines 6 to 13) 727 405 893 592 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 405 893 592 15 Duct loads 110% 10% 73 40 10% 10%1 891 59 Total room load 799 445 982 652 Air required (cfm) 42 19 52 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed H_ wrlghtsof't- 2018-Jun-0712:42:58 I& k Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 argoSGRSW\ Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House laces: SW wrightsoffi Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Ken sin gtonResetveL... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 If 30.5 It 3 Room height 9.3 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 352.5 It 1.0 x 251.5 It 5 Room area 352.5 ftz 251.5 ft2 Ty Construction LI-value Or HTM Area (W) Load Area (ft Load number Btuh/ft2°F) Btuhftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 108 78 197 222 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 30 0 291 659 Elk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 1=13A-2ocs 2 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 Vf/ 12C-Osw 0.091 se 2.52 2.a5 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 I- CG 2A-2om 0,350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 47 47 260 247 0 0 0 0 Vh12C- 0sw 0. sw 2. 2. 0 0 0 0 0 0 0 0 2A- 2om 0.350350 sw 9.6969 21.4242 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 2254 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 2254 0 0 0 0 0 0 0 0 y! 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 79 55 308 293 0 0 0 0 11 DO 0.390 sw 10.80 12.03 24 24 259 289 0 0 0 0 ZVf/ 12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 136 136 343 387 t- G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 VI/ 13A-20cs Blk wall, s 0.201 nw 5.57 5.29 131 131 728 692 0 0 0 0 G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 P L- D 12C- Osw 0.091 2.52 1.45 271 271 682 393 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 163 26 Envelope ioss/gain 2990 1750 1053 1679 12 a) Infiltration 315 107 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 1200 600 Subtotal ( lines 6 to 13) 3306 3057 1353 2611 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 3057 1353 2611 15 Duct loads 10% 100/1 331 306 26 % 38 % 352 999 Total room load 3636 3363 1705 36102 Air required (cfm) 192 141 90 152 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrlgF tsof!- 2018-Jun-0712:42:58 i4CA ^ •- -• Right- Suile® Universal 2018 18.0.13 RSU23828 Page 3 argoBGRSW\ Lot 101 KensingtonReservel-argoBGRSW. rup Calc = MJ8 House faces: SW 9- wrightsoft% Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Ken sing ton Reservel- 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 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7. 0 x 5.0 ft 35. 0 ft2 1. 0 x 149.8 It 149. 8 ft2 Ty Construction Ll-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 T= 13A- 2ocs 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 12C- Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 12" sw 0.091 sw 2.52 2.85 56 41 103 117 36 21 53 60 2A- 2om 0.350 sw 9.69 21.42 0 0 0 0 15 1 145 321 2A- 2om 0.350 sw 9.69 22.54 15 0 145 338 0 0 0 0 2A• 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 y! t- D13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 Vf/ 12C-0sw 0.091 nw 2.52 2.85 40 40 101 114 20 20 50 57 G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 y! 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 G 2A-2om 0.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0 P L- D 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 20P-1lt 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 116 121 Envelope loss/gain 456 785 562 913 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 10 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 574 825 631 936 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 574 825 631 936 15 Duct loads I26 38%1 149 316 26% 381% 164 358 Total room load 723 1140 795 1295 Air required (cfm) 38 48 42 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-Jun-07 12:42:58 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 4 fit`...argoBGRSW\Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW g wrightsoft" Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name rm 3 loth 1 2 Exposed wall 25.0 It 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 ft 5 Room area 152.3 ft2 60.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 0.091 se 2.52 2.85 84 84 212 239 44 44 111 125L12C- Osw 2A-2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.52 2.85 116 86 217 245 0 0 0 0 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9.69 22.54 15 0 145 338 0 0 0 0 2A-2om 0.350 sw 9.69 22.54 15 0 145 338 0 0 0 0 V+/ Y-D 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0 Y-G 2A-2om 0.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 nw, 5.57 5.29 0 0 0 0 0 0 0 0 L-G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 P I-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 152 152 135 265 61 61 54 105 F 20P-11t 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F 22A-11:9 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 207 16 Envelope loss/gain 1183 1802 295 282 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1429 1885 349 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1429 1885 349 300 15 Duct loads 26 % 38%1 372 722 26 % 38%1 91 115 Total room load 1801 2607 440 415 Air required (cfm) 951 110 23 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrtgt tsoTt^ 2018-Jun-0712:42:58 ZA - -••• Right-SuiteQD Universal 2018 18.0.13 RSU23828 Page 5 argoBGRSW\Lot101KensinglonReserveLargoBGRSW.rup Calc = MJB House faces: SW wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Kensington ReserveL... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 It 11.0 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 6.5 x 5.5 It 1.0 x 132.3 ft 5 Room area 35.8 ftz 132.3 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ftz) Load number Btuh/ftz°F) Btutdit2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_1 12C- 0sw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 T=13A-2ocs 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 V+/ 12C-0sw 0.091 se 2.52 285 44 44 111 125 88 73 184 208 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 t-- 1C 2A-2om 0.350 se 9.69 21.42 0 0 0 0 15 1 145 321 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 12C- Osw 0. sw 2. 285 0 0 0 0 0 0 0 0 2A- 2om 0.350350 sw 9.6969 21.42 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 2254 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 Vf/ t- D 13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0 t- G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 t- C 13A- 2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 P L- D 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F 20P-11t 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 131 Envelope loss/gain 180 165 447 890 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 234 783 555 927 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 783 555 927 15 Duct loads 260/6 38%1 61 300 26% 38% 144 355 Total room load 295 1083 699 1282 Air required (cfm) 16 46 37 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. q - - wrlgFftsol`t2018-Jun-07 12:42:58 A " Right - Suite® Universal 2018 18.0.13 RSU23828 Page 6 argoBGRSW\Lot101KensingtonReserveLargoBGRSW. rup Calc = MJ8 House faces: SW I wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Ken sing ton Reservel- Date: 7/25/2015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22.0 it 7.5 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 1. 0 x 111.0 it 111. 0 f12 7. 5 x 5.0 ft 37. 5 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number Btuh/ft2 °F) 131uh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12C-Osw 0.091 ne 2.52 2.85 72 72 181 205 60 60 151 171 1- 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 VL213A- 2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 12C- 0sw 0.091 se 2.52 2.85 104 92 232 262 0 0 0 0 Ij2A-2om 0.350 se 9.69 21.14 12 1 116 254 0 0 0 0 2A- 2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 vh12C- Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 2254 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 1! I/ t- D 13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 11D0 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 Vf/ 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 I-' 2A-2om 0.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0 P I- D 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 105 13 Envelope loss/gain 628 1019 184 223 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 844 1092 258 248 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 1092 258 248 15 Duct loads 26% 38% 220 418 261% 38% 67 95 Total room load 1064 1510 325 343 Air required (cfm) 56 63 17 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r- wr!l soft` 2018-Jun-07 12:42:58 CZA - - Right- SuiteO Universal 2018 18.0.13 RSU23828 Page 7 argoBGRSW\ Lot101KensingtonReserveLargoBGRSW.nip Calc = MJ8 House faces: SW III wrightsoft' Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Kensington Reservel_ Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 5. 5 x 4.5 ft 24. 8 ft2 5. 5 x 4.0 ft 22. 0 ftz Ty Construction Ll-value Or HTM Area (W) Load Area (ftz) Load number Btuh/ftz °F) BtuWft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 I{G 2A- 2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 I- G 2A- 2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 Vh12C- Osw 0.091 sw 2. 2. 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.6969 21.4242 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 t-- D 13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 Vj! 12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 y/ 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0 R L--. D 12C- Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 111D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-fol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 22 41 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 10 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 22 41 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 41 20 36 15 Duct loads 26 % 38 % 6 16 26 % 38 % 51 14 Total room load 28 57 1 25 50 Air required (cfm) 1 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgFvtsoft^ 2018-Jun-0712:42:58 i9CA Right - Suite® Universal 2018 18.0.13 RSU23828 Page 8 argoBGRSW\ Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW q - wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot101Ken sin gtonReserveL... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 It 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 289.0 ft 289. 0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuhrft2 °F) BtUWft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL.G 12C- Osw 0.091 ne 2.52 2.85 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 13A- 2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 2A- 2om 0.350 ne 9.69 21.97 0 0 0 0 11 2A-2on1d 0.620 ne 17.17 30.63 0 0 0 0 0. 091 se 2.52 2.85 0 0 0 0 Ij12C-0sw 2A- 2om 0.350 se 9.69 21.14 0 0 0 0 2A- 2om 0.350 se 9.69 21.42 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 12C- Osw 0.091 sw 2. 2. 32 32 81 91 2A- 2om 0.350 sw 9.6969 21.4242 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 2A- 2om 0.350 sw 9.69 22.54 0 0 0 0 13A- 2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 Vf/ 12C-0sw 0.091 nw 2.52 2.85 168 153 386 436 G 2A-2om 0.350 nw 9.69 21.97 15 0 145 330 y/ 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 I- G 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 P L- D 12C- Osw 0.091 2.52 1.45 0 0 0 0 11 DO 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-tol 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 94 Envelope loss/gain 972 1507 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 1217 1590 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1590 1151 Duct loads 1269/. 1 38%1 317 609 Total room load 1534 2199 Air required (cfm) 81 92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso* t` A^•• ^•••• Right - Suite® 2018- Jun-0712:42:58 Universal 2018 18.0.13 RSU23828 Page 9 argoBGRSMLot101KensingtonReserveLargoBGRSW. rup Calc = MJ8 House faces: SW Duct System Summary Job: Lot101KensingtonReser... wrightsoft® Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3846 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 fi1106iii Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1160 cfm Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 1 h 440 23 17 0.237 4.0 Ox 0 VIFx 16.1 85.0 SO great rm h 3552 188 159 0.208 8.0 Ox 0 VIFx 23.2 92.0 st2 great rm-A h 3552 188 159 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2 kitchen h 3636 192 141 0.219 8.0 Ox 0 VIFx 17.4 92.0 st2 laundry c 1083 16 46 0.235 4.0 Ox0 VIFx 16.9 85.0 stl loft c 2199 81 92 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr bth c 1510 56 63 0.295 5.0 Ox 0 VIFx 11.3 70.0 mstr rm c 3610 90 152 0.304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 mstr wic h 325 17 14 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int c 57 1 2 0.326 4.0 Ox 0 VIFx 3.5 70.0 mud rm h 982 52 27 0.212 4.0 Ox 0 VIFx 21.3 92.0 st2 pdr h 799 42 19 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2 rm 2 c 1295 42 54 0.232 6.0 Ox0 VIFx 18.4 85.0 SO rm 3 c 2607 95 110 0.227 6.0 Ox 0 VIFx 20.8 85.0 SO rm 3 wic c 1140 38 48 0.209 4.0 Ox 0 VIFx 29.8 85.0 stl rm 4 c 1282 37 54 0.300 6.0 Ox 0 VIFx 10.1 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 662 505 0.202 619 14.0 0 x 0 VinlFlx stl Peak AVF 214 275 0.209 504 10.0 0 x 0 VinlFlx wrightsoft° 2018-Jun-07 12:42:59 ma., Right -Suited Universal 2018 18.0.13 RSU23828 Page 1 argoBGRSW\Lo1101KensingionReserveLargoBGRSW.rup Calc = MJ8 House faces: SW Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft" Right-Suiteg Universal 2018 18.0.13 RSU23828 argoSGRSW\Lot101KensingtonReserveLargoBGRSW.rup Calc = MJ8 House faces: SW 2018-Jun-07 12:42.59 Page 2 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot101 Ken sing ton ReserveLargoBGRSW Builder Name: RYAN HOMES Street: 3846 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitypp9 /soffit the insulation and an gaps in the air barrier shall be sealed. y g p shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover glates and walls or cedl 6 nos. a. in aaaiuon, inspection or iog wars snaii be in accordance with the provisions of ICC-400. 6/7/2018 12:51 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 r I I I 1 i I I I I I I I I I I I I I 1 16'xi2' 160 10 14x8 lw d 14 iw d 4' 8 8 bath duct 14o e' o roof cap x4 1wc 14x8 Iwcd fan — ; --Autone696RNB Transfer ducts/grilles sized In compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut an doors to habitable11rooms. f7"kitchen -vent to roof cap L----- - N N _< TI Dbyx pro C ppyy ( 7 3 d NX< r D25 D3r bdZr- c AD auw f i I Builder will need to eY provide a/c duct chase j 8x4 iwcd IS 4' 65e a'tu i lOx6 Iwcd S' 3' bath duct 4 s 11 to roof cap 18x18rap' w/fan 4' Nutone 696RNB I1x5801wcd 16' WSW 55 6 1Qx6 Iwcd i iwcd 90 20x6 wall rag W- V as g. I t wcd 4' dryer duct to roof cap 6' L w/dryer vent box lass iwcd 3' bath duct to roof cap 20x6 wal rag 8x4 iwcd w / f an Nutone 696RNB j MIS wall rag I INt w' 6' Ila IOx6 Iwcd 3. 0 TOM V/SKN Q240V IPH 8x4 1wc 18xl3 plen 5 platform by bldr HNIK N IIIt Nllwt scale i i Rating Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. V C o v Q S N m Z O N w W W F- CD O LLJ W 0 W z LLJ a p o O i--I Z U-) Q z aJ I doW--) 0_ Z r-, LL_ z O V) m w z 0 J Z Q LLj 3: D J O Q W CO 0 1 W 0 0 RECORD COPY CHt Art" pvc- v Wvantage Plumbing, Inc License # F6b.--Z?-7q — Name v u l Signature 4 4 4vb isvl- YA VTr." ti 7 9 14. lo RECORD COM DESCRIPTION AS FURNISHED: Lot 101, KENSINGTON ,RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. TRACT G CONSERVATION AREA N 52050'34 " W WETLAND BUFFER) 63.71 ' 0 P o °, tio co 0J 0 64.18' V 23.71' r LOT 102 NN 7.63' 5.65 ok to construct single family home with setbacks and impervious area shown on plan. 2?. 8 "/° "r-P. kroo vst- ES, CI.P- LOT 101 50.29' 26.0' 9.42' A\ o EXTENDED LANAI 30.0' 8.79' rM LOT 100 PROPOSED MODEL LARGO VS 1 - B GARAGE RIGHT ENTRY Y 21.3' 16' DRIVE 1 1.25' AVA A D=29003'11 " R=55.00' -- L=27.89' C=27.59' CB=N 5002329 " W S_ BV 5.79' 35.69' r JI D-08'25'35" WALK y0ry R=55.00' Le8.09' CRAWLEY DOWN LOOP PRIVATE ROAD (R/W VARIES) PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONEIU(LUING JGItlAGKJ: AJ hyKNpliGl PER DRAINAGE PLANS FLOW PLOT PLAN AREA CALCULATIONS REAR 2p51 PROPOSED DRAINAGE LOT GRADING TYPE A rv0 Q05 IMPERVIOUS COVERAGE = 2.3191 SQUARE FEET OR 27.8R LOT CONTAINS 8,3541 SQUARE FEET SIDE = 5' FOR 40' LOTS SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 31.9' QQ LIVING AREA CONTAINS 1,353f SQUARE FEET SIDE = 10' FOR 75' LOTS CONC LANAI PORCH CONTAINS 966t SQUARE FEET SIDE STREET = 25' CR USEYV EI YER -- IS'COTT ASSOC, INC. — LAND SUR VEYOR"S LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1435 PF PLATFIELD PALTYP. POINT ON LINE TYPICAL NOTES: IP. R. IRON PIPC IRON ROD PA G .C. P.0 POINT OF REVERSE CURVATURE POIIXIN NTOrCOWDCURVATURE 1. THE UND€RSIONED DOES MMEBY CERTIFY TINT THIS SURVEY MEETS THE STANDARDS Of PRACDCE SET FORM BI, THE FLORIDA BOARD Of C. M. CONCRETE MONUMENT RADIAL F,R AL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATI SET I.R. 1/2' IR •/BLB 4596 NR. NR. MOM -RADIAL 2. IJ!NiSS EMBOSSED 1V1lTI SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAL10. REC. RECOVERED WP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM ITTLE INFORMATION FURNISHED TO THE SURVEYOR. THERE ANY BE 07HER RESYMC77ONS P.O. B. POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT TFILS PROPERTY. P.O. C. POINT DF CONNENCEMENT PRA PERMANENT REFERENCE MONUMENT 4, NO UN=GRUUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q NLD CENTERLINCAIL L DISK Ff. BSL. FlNIS11EDFLOOR ELEVATION BUILDING SETBACK LINE S. THIS SURVEY IS PR.7ME0 FOR THE SOLE BENEFIT OF THOSE CERIIFIEO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W RIGHT-OF-WAY O.H. BENCHI"K B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED OATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE ELEVATIONS. IF SHOWN, ARE 84SED ON NATIONAL. GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. CLFC. UTILITYCHAIN LINKPENCE9. CERTIFICATE OF AUTHORIZATION No. A38B. WD.FC. C/B WOOD FENCE CONCRETE BLOCK SCALE 1-- 1 • 20 DRAWN 8Y: ••' P.C. P.t. POINT OF CURVATURC POINT OFTANGCNCY CERTIFIED BY: DATE ORDER No. DESC. R DESCRIPTION- SRADIUS PLOT PLAN06-01-2018 3485- 18 L D ARC LENGTHDELTA C CHORD E. B. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN - - - - -- L.C J- 4801 -- ---_ THE ESTABLISHED 100YEARFLOWPLANEASPERnRM' 0 X. GRUS MEYER, L.S. 1 4714 ZONE "X" MAP 112117CO09OF (09-28-07) S W. SC R.L.S / 1801 City of Sanford Building and Fire Prevention Product Approval Specificatio orm t,U Permit # * 1 7 4 Project Location Address As required by Florida Statute 553.842 and Florida Administrarive 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.orct. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Aml ROOF TRUSSES A FLORIDA CORPORATION L 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES 0 v o PROJECT: KENSINGTON RESERVE a COUNTY: SEMINOLE LOT/BLK/MODEL: MASTER* OPTIONS LOT.101 / MODEL:LARGO V1 / ELEV:B / GAR R 72481 WRCLG1 BE9 EXTENDED LANAI::9'-4" CLG Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1BE9 JOB #72481 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #101 Address: City: Model: LARGO v1 "B" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -90 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0219160 A01 1/17/18 13 A0219172 CJ3 1/17/18 25 A0219184 FL04 1/17/18 2 A0219161 A02 1/17/18 14 A0219173 CAE 1/17/18 26 A0219185 FL05 1/17/18 3 A0219162 A03 1/17/18 15 A0219174 CJ5 1/17/18 27 A0219186 FL06G 1/1V18 4 A0219163 A04 1/17/18 16 A0219175 E01 1/17/18 28 A0219187 FL07GE 1117118 5 A0219164 A05 1/17/18 17 A0219176 F03 1/17/18 29 A0219188 FL08 1/17/18 6 A0219165 A06 1/17/18 18 A0219177 F04 1/17/18 30 A0219189 FL09 1/17/18 7 A0219166 B03 1/17118 19 A0219178 F05 1/17/18 31 A0219190 FL10 1/17/18 8 A0219167 B03GE 1/17/18 20 A0219179 FG02 1/17/18 32 A0219191 FL11 1/17/18 9 A0219168 B04 1/17/18 21 A0219180 FG03 1/17/18 33 A0219192 FL12GE 1/17/18 10 A0219169 CA 1/17/18 22 A0219181 FL01 1/17/18 34 A0219193 HJ2A 1/17/18 11 A0219170 CJ1A 1/17/18 23 A0219182 FL02GE 1/17/18 35 A0219194 HJ3A 1/17/18 12 A0219171 CJ2E 1/17/18 24 A0219183 FL03 1/17/18 36 A0219195 HJ6E 1117/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Irusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. 7<ttl lllit<<' I The suitability and use of components for any particular building is the responsibility of they 800133 ;• building designer, perANSlfrPI-1 Sec. 2. have been based theTheTrussDesignDrawing(s)(TDD[s]) referenced prepared on construction documents (also referred to at times as 'Structural Engineering Documents') j' provided by the Building Designer indicating the nature and character of the work. W The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof location]. These TDDs times 'Structural rs Trusses or specific (also referred to at as awa„y SsrwdM A ow.c"" A ••"1' i •i . Engineering Documents' are specialty structural component designs and may be art of theyciP oHoo.E gineen • ro ects deferred or phased submittals. As a Truss Design Engineer I e., SP1P9g' ('• Pe a flythony T. Tombo, III Piarcp, 5•FPkida. GUS Engineer), the seal here and on the TDD represents an acceptance of professional Reason IaMaWoving INS del, Dale. 201ao1.1709:06,1so500 IIIfrN0%fitengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDonly. The Building Designer is responsible for and shall coordinate and review the TDDs for 11 compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tombo III, P.E. related notes. 3B BC A2 2100 00 00 004C 12 37 DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1BE9 No. Seal # Truss Name Date 37 A0219196 11J7 1/17/18 38 A0219197 J2A 1/17/18 39 A0219198 J3A 1/17/18 40 A0219199 ME 1/17/18 41 A0219200 J7 1/17/18 42 A0219201 M7G 1/17/18 43 A0219202 VM3 1/17/18 44 A0219203 VM5 1/17/18 45 STDL01 STD. DETAIL 1/17/18 46 STDL02 STD. DETAIL 1/17/18 47 STDL03 STD. DETAIL 1/17/18 48 STDL04 STD. DETAIL 1/17/18 49 STDL05 STD. DETAIL 1/17/18 50 STDL06 STD. DETAIL 1/17/18 51 STDL07 STD. DETAIL 1/17/18 52 STDL08 STD. DETAIL 1/17/18 53 STDL09 STD. DETAIL 1/17/18 54 STDL10 STD. DETAIL 1117/18 iii 55 STDL11 STD. DETAIL 1/17/18 56 STDL12 STD. DETAIL 1/17/18 57 STDL13 STD. DETAIL 1/17/18 58 STDL14 STD. DETAIL 1/17/18 59 STDL15 STD. DETAIL 1/17/18 60 1 STDL16 STD. DETAIL 1 1/17/18 Page 2 of 2 job Truss Truss Type - Qty PIY RYAN HOMES / LARGO V1 WRCLGI BE9 A01 Hip Girder 1 1 A0219160 1 Job_Reference (o'tional) A3 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:48 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-4nMOmiTTINGmv6YcH3SiBDb3hPcVsleF2NHE91 zuglr 7-0-0 12-4-9 17 7-7 23 0-0 30 0-0_ 1-0 f—- --... F 1-0-0 7-0-0 5-4-95 2 13 5-4-9 7-0-0 1-0 1LJ2 Dead Load Defl. = 5/16 in 400 5.00112 i.x4—. ._...3,,4 5j s Iviiwi i 13 27 28 12 29 30 11 31 10 32 33 9 - 400 - 2x4 11 3x8 _- 5x10 MT20HS= 2x4 II 400 -- 3x6 = 7- 0-0 12 4-9 17 7-7 23-0-0 30-0-0 7 0 0 -I 5-4-9 --- 5 2 13 - -- 9 Plate Offsets (X,Y) j2 0.0-0,0-0-14 30-7-12,0 2 81 [6.0 7 12,04-88] [7:0-0-0,0-0 131112 0-3 0 0 1-41 LOADING ( pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 10-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.58 10-12 >624 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.26 10-12 >999 240 Weight: 164 lb FT = 0% 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 2-4-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 9-3-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide__ REACTIONS. ( lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 12) Max Uplift 2 = 582(LC 4) 7 = 582(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5140/1148, 3-20=-6367/1376, 20- 21 =-6367/1376, 4-21 =-6367/1376, 4- 22=-6367/1376, 22-23=-6367/1376, 23- 24=-6367/1376,5-24=-6367/1376, 5- 25=-6390/1382, 25-26=-6390/1382, 6- 26=-6390/1382, 6-7=-5136/1146 BOT CHORD 2- 13=-968/4652, 13-27=-967/4668, 27- 28=-967/4668, 12-28=-967/4668, 12- 29=-1266/6390,29-30=-1266/6390, 11- 30=-1266/6390, 11-31 =-1 266/6390, 10- 31 =-1 266/6390, 10-32=-973/4664, 32- 33=-973/4664, 9-33=-973/4664, 7- 9=-974/4648 BOT CHORD 2- 13=-968/4652, 13-27=-967/4668, 27- 28=-967/4668, 12-28=-967/4668, 12- 29=-1266/6390, 29-30=-1266/6390, 11- 30=-1266/6390, 11-31=-1266/6390, 10- 31=-1266/6390, 10-32=-973/4664, 32- 33=-973/4664, 9-33=-973/4664, 7- 9=-974/4648 WEBS 3- 13=-5/504, 3-12=-339/2061, 4- 12=-690/284, 5-10=-700/283, 6- 10=-348/2092, 6-9=-2/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=582, 7=582. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 200 lb up at 7-0-0, 123 lb down and 74 lb up at 9-0-12, 123 lb down and 74 lb up at 11-0-12, 123 lb down and 74 lb up at 13-0-12, 123 lb down and 74 lb up at 15-0-0, 123 lb down and 74 Ito up at 16- 11-4, 123 lb down and 74 lb up at 18-11-4, and 123 lb down and 74 lb up at 20-11-4, and 240 lb down and 200 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11-4. 88 lb down at 18- 11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-114 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (Ib) Vert: 3=-193(F) 6=-193(F) 13=-365(F)9=-365(F) 20=- 123(F) 21=-123(F)22=-123(F) 23=-123(F) 24=- 123(F) 25=-123(F)26=-123(F) 27=-70(F) 28=- 70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F) 33=- 70(F) fepq Ilelu NppY. rnn• ife'tl IOC' RJtS ('i[tRY'4 dtA41.. 1FipS 6 ("etN11fIM1 (3SIGk p1'1 L,[ICi':FiipAAr Me. IvM kup rprppxs W rtxl xtet M I t l!rf t kt f kmy.;RS! Ik ne Awwt 1. 1prl", t1. Idpuil5oee 5eyr nt Odet•, rM1e•.!tr tIMN N Xr Rk. MY p W1i: ruMrrap cM'M .tlPoIklMuxrdd. l:e.. hesipfplex SKaletfl}ner;n: upuat mA•epeswsnpnawr:exnrpYnpM ergpn•yieyaulpm 4. MlesgcpMt elrtu lrlNNnMlhO rh. WpfRl. le Ns:pnswple. lalay:wpnw!. tanl mt Anthony T. Ternbo ti, P.E t. Ipg01e1. pl.udl!tI .4•p.irrM sypu4m!ixnrO.xrteKu.;HarrplglldugWooe'pntpwM'.Mg:NueMkkgpl:NemErK1'N plphlihkWp,Mlene0WFm{.V."'4oewttp-.ofs t—!'bAt.04I :80083 IdlpwpE.Mt9!•n!. pr Mxst aesgM'wleehM; tI;M4t se.nr.pM¶IA m11M r aaro: pp t dpmttlnr 1pipq tagaw ilhr!M+'ppw l(Sr MN they lggll(t xe:eMuu`p trwraT RBI MSms ge rttyA.ulfiept mE 4ran ktl i.r,t Qrppp,l,ns Oetgt typo. W h.,, Mow". mtrts. 4451 eh•.0 Mwek eilsA'on erd unnn kr rp t. Lucie 81vd. N my M+ s ura,tl. Ik lnu Cwum:lpalt is lit Re leiq htgw le.t Srce+:rQeeerpatMNd ll!M'.tNlu pe etaMdn Rrl. Fort P.etce, FL 34046 Mpytilhl01016A-I loot bosses- Amkoeyl. lombe II01 Repiodpniooel An domnentJn wy torn is peohikued.iMom the n item pewisiw hem A I Roof husus Aodtwri.lamho ill, P.f. Job TnAss Type -- Qry Ply RYAN HOMES / LARGO v1 WRCLG1 BE9 FAO2 Hip 2 1 A0219161 Job ReferenceCoptional r r mV i i rushes, rort rrerce, rlt svyvo, aeslgnLai uuss.com Hun: U.1 LU s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:49 2018 Page 1 ID hA3xRN7kH8GY_sQsevncy2zOBnp-Y_wmzlU5WhOdXG7ormzxkQ8HRptGbKUOG11diTzuglq 1-0- 9-0-0 15 0 0 21-0-0 30-0-0 1-0 - 0- 9-0-0 9_ 6-0-0 1... - 6- 0-0-....... 1 0 4x6 - 3x4 4x6 == Dead Load Defl. = 3/16 in 3x4 4x6 — 3x4 = 3x6 I I 3x6 11 10- 2-13 I-- — 9 19 -3 -- - i 10-2-13 Plate Offsets (X YL_ j2A_3-15 0- 0-4j, [8:0-3-15A-0-4j LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.38 12-15 946 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS I 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 pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and requir--ed cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide __ REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-950/0, 3-4=-2125/1421, 4- 5=-1992/1451, 5-6=-1992/1450, 6- 7=-2125/1421, 7-8=-950/0 BOT CHORD 2- 12=-1101/1872, 11-12=-1336/2204, 10- 1 1=-1336/2204, 8-10=-1 104/1872 WEBS 4- 12=-104/469, 5-12=-404/271, 5- 10=404/271, 6-10=-104/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Ot=lb) 2=357, 8=357. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% t- 9 he. Yw.#!rr.if. ly'A.I Lx FIAVI i IM" U1131; fildS a(.orM01,(1SSM i ill'; i:11e*Ji;XWIiet fe,t' hup NraYns vol rW eA's atar I-),,1, 0-4 IN! ,kMiryI feet, ni ll. Idxtxe Hfe!p e nt Ildess dN; e,se aMN riM10&. 1 Mllex lNe.9r}tY INf Niel kl lielip lak.d4.A!. atf ks.IO..!fS:unrtpueY;!udxwy mr.peafdsner'w—dnel dnsx.d..}vef•n} nspuiNlMkmMeit, d ke tet nadl ne THW.Mniklle Mvpns.yew hN.}.Mkmee! Nm11ne D.E. M ,, din i:.es Y.r lnik.}d IN esru!k.lmdki.er.lk Q..ri sr:M•rN.pmerM Mhry/expo• an..;m.ndlM ltt. t. 4'...1 Ue Iwd I+Y.r::, ;N. tN p1.i. le qtn drN ODMmhell do 1.—x1.0kN:. s• . askl.ha of iad'. kR.:e Anthony Z 80083Tomb: I:, w9 s y f}p" .8 y0Q83 ke < aYai9.s:px a (aeM. Ii. wt: <tt u a na Too 'it In Iranue: ik pddms d m NAkq f.wlMn Sd.ry 1 h.ndrx "IXV Ndtisbe M r9 M SUF xe dxrlrN4 part. pAwa 1/-1 M. +lr:eyen Y:. n.s sE 1wss! t.l..ss IMu}xr. 1 :ess l.s1e pa.x s1 fir:cYMr.+_u. W ass U— Ia." 411 titled.peN ep. w tt of if dl pit:h1-het tie lnu;run Form( is 40 aY Wnliii kilinm xl.s$f—i u.e enr wIkq Ali:g.tdgM wrvsne a tdsdn till 4451 St. Lucie Blvd. opni}tit 11016 A -I Aoal hauesAnthaey l.lonbo ill. P.(. tepmdaaioe of lAit loranent, in nor torn, it prohibited wiMom Me wrilrcn pernissiea han AI tool hellesAlMaar l.lenho llL P.E. Fort Pierce, FL 34946 ob _ ._....--- Truss Truss Typevp Qty PI v S — RYAN HOMES If LARGO v1 CLG111W--1 A03 Hip 2A0219162 Job Reference tional) Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 Page 1 ID: hA3xRN 7kH8GY_sOsevncy2zOBnp-0AUBBN Vj H? W U9Qi_PU UAGehQICJvKotXVhnKEwzuglp 1 0 5-7-14 11-0-0 19-0-0 24- -2—__ __- 30-0-0 1-0 Qf-- - -- ---- -_ _ . _ -- --- - o' 1-0-0 5-7-14 5-4-1 8-0-0 Y 5-4-1 + 5-7-14 1-0- 4x6 II 4x4 - 3x8 4x8 - UIS =- 3x4 = Dead Load DeB. = 1/8 in 4x6 II 11-0-0 19-0-0 30-0-0 Plate Offsets (X,Y)-[2:Edge,0-0-01,.. .0 2-4,0-2-8)'-L:0-5-0,0-2-OL -.EdV 0 O] psf) LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1— TIC 0.77 Vert(LL) -0.22 11-20 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.46 11-20 >788 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 HOrz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 11-13 >999 240 Weight: 145 lb FT = 0% 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 Lett 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 re om—e— s- — .S— —e— anMiTeknd-hiiii Lcross bracing be installed during truss erection, in a rdancewith Stabilizer Installation guide, REACTIONS. lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/130, 3-4=-2239/1628, 4-5=-1932/1362, 5-6=-1739/1343. 6-7=-1932/1362, 7-8=-2239/1628, 8-9=-1208/129 BOTCHORD 2-13=-1341/2009, 12-13=-963/1739, 11-12=-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=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=339, 9=339. LOAD CASE(S) Standard a na:<dea,wr,•H.Ir 1 nr:ndsus:';(aEr,fAt:u:1[laS1(^tancn(rlx-u+i,z;uce;iA;nE1*ar. re.qN•,,,lelvawnwlwwe,an;ee„at ba,grOCeralmrerll»ra:_rtldaueua.r ene Ade,;ar•.,,e astantlWM'f 141e+;xa'ta l:n ctd:.nrNWae t30t read lse >c, anp Eeprr' t-Spaunr r Fno—:ow Wne.IOo epeseataaa>oKralk p»tuew ee}ur,•rry ntlaulena or lt•. }ar M;..11el ss.entNnnr ion W, Mom tx.1 ?r erop nuepun.hr ;raawl. t.mrua Anthony T. Tombo III, D.E. no rind or, r tti eo Ww"—.,in M4a,lknh a lie 1"..h.art.dr NryeM. In Ime, a,qa•. a oe;ae, a IM It', al t aloe lea 1,*n Aa no KI 'lo"1 Watr'oOat as ed oe i.n,. Imoq W444 velr. ildimw k—,} rMreryau/+Md v 80083 IrR. e:ep as1ae w(x:aa lr: art se.a•eoelohwuelranrt, alluraneaMatloq(aeyalwwo, hvwm M1(Sf pNrtranlrlWS1(1ve:daeaelM lean a+we Vlknal oe nlenotneswannaa.l..,,asrpr l..a, a„f ulrau ad lmsWWe!4x a+ts 4451 St. Lucie Blvd. ele. lu Now lr e.MYd yred nine vrael l7 dlle:e o'ctIr lr.,, au,paea',t ie.t,a,laupu.ulre:, 4oea EeMeeaxa*eeloy IIIIyNf I`t wos uealatNuln 1. Fort 1^erce, FL 34946 opnithI02016Adloelhossrs- Aelheer1.tomho111.P.l. teplodaaiotoflhi,ovunem,inany le(a,itPle ihiled«ilhcu(theWinnePewssfafree AIRoof bosses Aelhonrl.Inch ill,P.I. I duu 1 runs I russ 1 ype Uty PIY RYAN HOMES / LARGO V 1 WRCLG18E9 A04 Hip 2 1 A0219163 es, o Pierce, eslgn al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-OAU8B N VjH? W U9Qi_PU UAGehNoCDJKoiXVhnKEwzuglp106-5-13 13-0-0 17-0-0 23-6-3 30-0-0 1-0- t_0-d - 6-5-13 - 6-6-3--- - f ......... - 4-0-0 } _......_. 6-6-3- 6 3_...- 6-5-13 -------0 d 4x6 11 4x6 If Dead Load Defl. = 3/16 in 06 II 3x4 = 4x6 --: 3x4 == 44 II 10-6-8 i:0-3-1 19-5-E 8-11-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 ! Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCOL 10.0 I Code FBC2017ITP12014 Matrix -MS Wind(LL) 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 No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ ! REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (rnin.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=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 6-11=-222/498, 7-11=-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=358, 9=358. LOAD CASE(S) Standard 0" m PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% 4xq pau tlwga!nar+tM's tJC fid'.iESj i(itlr; 91f11,, [figs is Nyl ladf:'malIr Wr lrrMhup rwwxm WiM wn ala, Ian+J-P N.'41U;::w no AryaCl Iran;r[. Idaacr Orr irve nr prle+:rMnnr nnM atM lDP. cwr alrl.rwrar pyn++w M rillW MidOhard4. lr'ixl Derryr!glar ie Srr;rint Erprrr 1 vrlaai ldd•wesra.avapasMMp+Fn+xw rgme a:grs4!Inh•nfngcdM,epr lrr., /q.nNaM ND ah wla 1p i. k dnp anap w Irat;ppna:. unimh d udl:{1+1•rw lwlNq i+pe e,prulrlm Ane7wr.h Owi, r W rN rpar.r to trlNq 9esipr aAs rtwnkow;lr3MnM:rxltaW:ra(x' Fa' lrrMprrluq'...rraittr,•rraWqialytdMlllhaO:wn Fxrprealn. xIrrsealml p, NG; 1uwa14; dapaxl adld MdqGl [nawaHtrarlia:ritMdtans:tgf*rrnYo.wrdmmlna:r0+ls CrSKraRpeCaM,*ttyMCMrdda4rrr'9rarW(WMxSIdt)lArquesia' ndNewyrax: Marda5! l-frtp1 row{ ICrrq+prhuralarrlraaleRltaal:rOpndaFwaiale,*hrtlalnuted.tmN,rsInailrlr•.k4g3:r*. !^rDruspqw I.nrx!dIarwtwirtMaarofw. rn. M. c MY aA1pt'r. wv+aa !ra+: AnthonyT Tombo ill, P. E. s800834451 5t. Lucie Blvd.' Cepnirht D 10I6 Ad tool Irassee AnlhoaP 1. lomha III. P.(. Reptolunioe of di+domnent. in aay torn, ii prolihited without Me Wince permiuiea from A - I Roof Trouer Anthony 1. ionho III, P.E. Fort Pierce, FL 34446 Job Truss Truss Type- Qty Ply RYAN HOMES / LARGO V1 WRCLGIBE9 A05 Common 5 1 A0219164 Job 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. Tue Jan 16 09:34:51 2018 Page 1 ID hA3xRN7kH8GY_sQsevncy2zOBnp-VM2WOjVM2leKmaHByB?PprDbecZR395hkLWumMzuglo 1-0- 8-0-0__-.---- 15-0-0 22-0-1 3 1-0 1-0-0 8-0-0 f 7-0-1 7-0-1-._.... 8-0 0 __. - -0--T 5.00(12 4x6 4x6 II 3x4 4x6 = 3x4 = 4x6 11 Dead Load Defl. = 114 in to o 10-0-15 19-11-1 30-0-0 F- 10-0-15 ------ F---- 9-10-2 - -} --- 10-0-15 --- - I Plate Offsets X,Yr__12:Edge ,0-0-01, [10:Edg_ez0-0-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.43 12-14 >841 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.98 Vert(CT) -0.68 12-14 >533 240 BCLL 0.0 ' I Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 11 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 12-14 >999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.___ REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 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. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528,5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOT CHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363, 10-12=-1299/1966 WEBS 6-12=471l701, 8-12=-425/553, 6-14=-471/701, 4-14=425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=374, 10=374. LOAD CASE(S) Standard rwwl-nau MregW n,an M'A] 130F MKMSi' tlfYs AtAFU'. rNNS i(;aUi1CM (iSiJm xR'1;laeClf[l?NflP lxa.exarhupra-axn,W,af Wesalai T,lilnpdilw I jrv'eeM MWt I Ixcko'..r(. ldxenl Sheilmn n, go. :lw-, twel.60ld. air Iaiee(idle", pea. aN.knahiMillh k,dN. r:ltr.ss leap l-pax Sx'idn hpnx,. ae ud ptlyill-pe:InfaxtlglwedM pxnnlW l!}sa•iynyaulAm f. MIa11AiM sap I. iytlNaMi00 aN. welR..x in:p n,mp».Main tames:. WO." Anthony T. Tomb ill, P.E. dnedMctl h-nlwlapi,MapISINIpAiM1wx.MQwaisedhrE,1-preMlalmg0lxpxad xnNMlt dex;aldeNtdlaaagNaend le-lp ON a80083 Mt+xaeksyee xl(IR:1,n.biwit,41!NaM too IW swVIA- of pNdau Aide Mlny C."M'Ap h4-WJ'pNi'W" that M.,:el -0. rate. .lYl klMlfe ffpnuJnlrlM lmnpMl nshxpa i.ns ks upax allMi laAr.+.x. re:i 4451 St. Lucie Blvd. Idx. ra ldi-,eh l:enas grad lw n-rayhd pmes md,N Ik tau Gsip flp-x,N 1Ll sa taioy lrupn xI. Srma Npmdwr aAYy IN .00daN n:n xl as headaln 1. Fort Pierce, FL 34946 Cepyritht 0 2016 A I tool basses Aathooy 1. Tomho Ill. P.E. tepredu6oe of this hmaent, in day term, is pinhihited without the ranee permission hem Ad tool Imes - Aetheny 1. Eonlo III, P.E. WRCLGIBE9 IA06 I Roof Special Girder v1 A0219185 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. Tue Jan 16 09:34:52 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-zZcuc3W_pcnBOksN WvWeL3mlOOvToYcgy?GRlozugln T7-01- 0 6-5-8 10-8 0 14 4-0 18-6-4 23 0-0 25-2-15 30-0-0 1-0-0 ' 6 5-8 4-2-9 i 3_8_0 ---- 4 24 .. _ }-----4-5-t2 —. . }.....2.2_15 I-- 4-9-1 T-0-(d1 4x4 .-_: Dead Load Deft. = 1/4 in 4x6 3x8 - 500 MT20HS= 3x8 = 6x6 == 400 10- 8-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.29 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.57 11-12 633 240 BCLL 0.0 Rep Stress Iner NO WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.33 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30, T4: 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 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1835/0-3-8 (min. 0-1-8) 9 = 2787/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 12) Max Uplift 2 = 542(LC 8) 9 = 933(LC 9) Max Grav 2 = 1835(LC 1) 9 = 2787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3639/1088, 3-4=-3330/1034, 4- 5=-3313/1022, 5-6=-6077/2040, 6- 7=-6077/2040, 7-8=-5802/1953, 8- 9=-5878/1975 BOT CHORD 2- 14=-979/3280, 13-14=-1598/5344. 12- 13=-1598/5344, 12-21=-1690/5418, 11- 21=-1690/5418,9-11=-1729/5318 WEBS 3- 14=-325/297, 4-14=-665/2263, 5- 14=-3079/1134,5-12=-462/1043, WEBS 3- 14=-325/297, 4-14=-665/2263, 5- 14=-3079/1134, 5-12=-462/1043, 6- 12=-269/195, 7-12=-325/810. 7- 11=-383/1293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=542, 9=933. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 200 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 (plf) 7- 0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 171 lb FT = 0% Standard Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15- 18=-20 Concentrated Loads (lb) Vert: 7=-193(B)11=-365(B)21=-1544(B) t: wwq then Mrlgxr lrie• Ik A l 1)C` fIDSSS'+E:(fi'; 6(Itll! ItlpS d (?Ipllpe} (DSI x x.l l(eAGFliJ'sMtNrore. fe!Ar l,up ywlwxm W ,,O mn w at l!n:7lep ha.,4lIW M iq lA., l lur..q q;1(. M..w %I . w •r ne hh'%wh rntt tlpg q tq loD. qy 1lllei ( Nwtel elY tN'M!{N Iw IMe lxl lfgnl,l. lte IKf Dltlp flpler II.S1[iwat(Ipw;. nl qdq qi lDD nplSMtq CnwY.l llM pAriflgtl gplq'Iry rtyNUNler b! IN 1"FQl ae"V, 1. ,Iro-' a glle 100 qh..N. to I '.el b"p —.0—IW.7 (We g1'Woflm Anthony T. Tombo it`:, 7.E. wd aedo!{f SSw MNiepittM ggslMaw Alk lmllk0.xrtlw•:Il yMwik MlNq DnyN'.alq xlaAMlll,M:l; NIk NtCY ewq l4 NfM.l. keDxgtll lq ?OD qI!l. heN e ae lnst IM!{lw4inq talp.tpllplq MMxug }nnDgnwnM1y:.tk:hd 80083 at Mwe M+pwge(ewnnelhqut:nr.+M10DMIk pamnt Ae pddwtdoe Mlwy(wrygM SllM tYe lm!!7(LrlNSWNI'I ql txlal dwlau'w pewN P.A.B. 1RIhMilr nKus F-aetMemnftel:'M1M1S DItIllel lrtt Des:}n :"pqn lq tnril4+.ln pats 4451 St. Lucie Blvd. earnu/ dlMhotNroglpglnxa.Ialpl.Alry'.nala(N. tktn;eupEyngl.,eflaeMxyry3esggl,gl..t.rsee!ywlwronrgd lr NI(ae N'euwengeagnllir Fort P:erce, FL 3046 oprlilhf 0 2016 A -I toot basses Andony t. Iombo III. P.J. tep Wo0ioe of Olin iammeal, la any form, is prohibM wahoutibe .,,Peg perm woe hon A I Roof banes - Aorhony 1. combo III, P.E. Job Truss Truss T vpe Qtv Plv RYAN HOMES /LARGO v1 WRCLGI BE9 803 Common 3 1 A0219166 Job Rgference optional„-....._-__.. _....___._._- 1NovAIRoofTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s N2 2017 MiTek Industries, Inc. Tue Jan 16 09:34:53 2018 Page 1 ID: hA3xRN 7kH8GY_sosevncy2zOBnp-RIAHpPXcawv20tRZ4c2tuGJ 17QEzX8LBf??rFzuglm 1- 0-0 6-5-8 10-8-0 14-10-9 21-4-0 2tfl F1_0-- — 6 5 8.....__..__._.. _..}...- -- 4-2-9 T...4 2-8 6-5-7 -- 1-0 11 4x4 3x6 11 5x8 = 3x6 11 10- 8-0 21-4-0 10- 8-0 10-8-0 - —i Plate Offsets_(X,Yj7 L_Edge0 O-Oj-jB:Edge 0-0oLLo_o-4-0,0.3"0] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-13 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-13 726 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10. 0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.06 10 999 240 1lLilly T: t:Z TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 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. TOP CHORD 2-3=- 923/55, 3-4=-1433/1075, 4-5=- 1127/850, 5-6=-1127/850, 6-7=- 1433/1075, 7-8=-923/55 BOT CHORD 2-10=- 832/1271, 8-10=-837/1271 WEBS 5- 10=- 394/604, 6-10=-370/444, 4-10=- 370/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=274, 8=274. LOAD CASE( S) Standard Dead Load Defi. = 3/16 in PLATES GRIP MT20 244/ 190 Weight: 96 lb FT = 0% Nu., ple Mwu1N!rew"eM'A-I 100. 11 Kj!j:^j IWi 611111, IfIMs 1(30 CIA Eesl)M Y1'1 RIMiNNIC l-, Wet deep P—M.,Wirol edN M w i'nl),If. 3r 4it[V W M Amway Iona 4e 1 E. to.., S1w. Mon- W!Nk•.It! NMN N M 0 MY INlei;eew. nrin rMl:MlsN 4i roe nO4M Nd e:e?rna BesfA Opmw ie.fu'dh Mpwx; ne SeNwstt t00 repesw[uwnpae or pdetf"otor. et"" h h. 11. ln}. N ditrpl rest 4/rN u M 100 a494" lRl.'Mie pwnapn..4Nuuq.xMnx:. unNlN.ry Anthony T. Tombo ili, P.E. twnp N uedMlr! ln iwlpn it M! pui4M. diM bwex.IMO.Mi tewM.NlpNe'ne 1dMl1Dltqu•..nfM;M4n NAe N(.:M 3; d Me MNlwHwi:W wi lx-I. '1e 4i^ .NMe'OBMx. hNl ne d e last. w,MMq b+llrq. . NIMuW Mnwl Mel. MrM n!pubN.d a 80083 me Rw4aq letfes w([-!ew Li:Mert;lle.?MtW WtM pxmlf od gwlNmtNMInIMy(rpxa Mtn. kvwuu;IX4 pNnW MIAl a1SNA et'dwmNM purN pN ece. ltl FlwsM'etMnw9mes ui bn.i Nfel nt hnpw. ?..ws kt4:!ywn ne Enx, Nndwia. avv 4451 St. Lucie Blvd. e!e< au INMN its:N M speN lnea..myhdllwem mN,N tk lnu G,ro tepan!s eGr pr l N+q g¢„plr,nle:t Sna Elpera Nor eNfy ul coWNaN M:u alnlNaNwtpl. Fort Perce, FL 34946 opyripht$11616A' Itool Imm Aethooy1.tombs 111,1.t. ReprotlecioeoftheAomnent.i000yform, isprohibitedwithout the winespermissisohamA-Itoo( II.Sset-A thonrT.Tambolll,l.f. Job WRCLG1 BE9 Truss B03GE Truss Type Common Supported Gable ally 1 Ply 1 RYAN HOMES / LARGO v1 A0219167 Job Reference oi nal) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09 34:54 2018 page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-vxkfOIYELD 1 vd 10meJZ6RUrH2gpiGec7QJIYNhzugll 10-0+--- 10-8-0._ 1 - 1 0-0 10-8-0 — -- - - 10-8-0 1-0-0 4x4 = 8 i 5.00(12 7 9 6/ J 10 ST5 3x4 -.. 4 ST4 ST4 t 12 3x4 ST3 ST3 133ST2ST2 2 14w1 ST1 ST1 _ 14 91 5 q EMS KM 1 to 3x4 24 23 22 21 20 19 18 17 16 3x4 II 5x6 - 21-4-0 21.4-0 Plate Offsets (X,Y}- j2;0- 0_0-4j,[14:0-2-3,0-0-4 , 20:0-3-0,0-3-01___ LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 14 n/r 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 i Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-S 1 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 N0.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=-115/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 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 Qt=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 Mpuep r4ate galgde inae M !a 0t ,i@SS(S Kit: C,. HrERA, r!x' t ;Ma1ElIq.pS;yp 'IUek1' A:[2JgiipnM!1i i.a. Ian Ifl.V,e li1'aae'c rl M Yln M q,t :nv1 MJl1 bn!q:,19k-_: M *K Air' leak q. t ildaeexe Oka Nlae ne. 'Jktu e@aane txtN n qe f. Nly M'el uellt+r llae tNii N attlM M 6e a Ie fail 7e f 1 t Mtrya'gam . S/ltieln !gaea:. q ed ec o!, IcG M al plrM* p M 1 dntap'.. eyeaaml.espntiki:n M M ktye d ae tall :t kl1eM r M t},1 d. adee Ifl 1. Ik kepe kae+n 1Mal,wleral. fag4gt. udMt6.1 IdeanAnthony T. Tom6o III, P.E. p! tg e»IwadMenaa rotaRlptdllx te6le9i.'exgMlwudMn gell.wekMdNJal;q t.wi rk IdM19Pwest N1 edMl sGykNlal Mq. ;WnxWNpyeNllkq! getgld 80083 M h!WlMwlw M:xNavr. 1p eae Nea AetNeMpePxu WpWkWsAMhlpe}.ealaeMSM.IeM+kw l.ip1cW/1 heel 6;1 :da Nea }egadp,Mt IM.Ik!aetM e,pnMliJn MMNes d'al,.uue:a.:lnv kug [epem al:tattgpelp'aa :pNn 4451 St. Lucie Blvd. eM a"e Maeo 1. a txl, ,l epeel.ree rc nuwp k r'+K,met a•oaw k 4ev lttq.,yaer n qe laNal Mtpm n. inga teg,e a d re w ay. lu geal,<a teal re et keael a r :. For Pierre, FL 34946 apynpkl L: 204 A 1 toel Naas Asdeoy 14.h III. r.l. 1epAwim of lkit doaekat, m ooy low 3 P'04ge4 aitkool the —meo pe.wsio 1— A I toot Iloaec Aetbooy I. I-bo III: H, Jolb (Truss Truss Type— Qb Ply RYAN HOMES / LARGO vl WRCLGI BE9 B04 Common 4 1 AO219168 j Job Reference (optio-nal)-_ Al Root Trusses, Fort Pierce, FL 34946, designaa a1 truss.com Run: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2011 MI I eK Industries, Inc. l ue Jan 16 09:34:bb 2018 rage 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-N8H 1 E5Zs6X9mFBayB 14LzhONVDwO?2DHfzU 5v7zuglk 1-0-0 6 5-8 10 8-0 14-1%9 _21-4-0 I----. — —--- -- .. __.. i-o-o 6-5-8 4-2-9 4-2-8 6-5-7 4x4 = Dead Load Defl. = 3/16 in 3x6 II 5x8 - 3x6 II 10-8-0------- 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)- ,12 _Edge,O-0-,, L Edge 0-7 81_ 9[ .0-4 0 0-3-0L_ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 i BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 HOr2(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 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 No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-3691443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjt=lb) 8=245, 2=274. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% e.ay pate wre.}kr rrner M'!' tC7t llnSlS,"4 .0 eif.R4t I;41rS [,wrB,FLBS ,rS%u. '41`fl'• 41[ADBi(Bhx?!1' qee. ta4. ktgA preen. M IeN Ykt n t.c'nu &.yA keny ^:BB a M 4Gwr F il.k B!. f ;.1+Me.e Sk. Aekre »te. aku ettw.nc tMN n 5t 1BB. adi M.IurrAr lkkf,legkete4la 7k'Kkk,AM.A;A1.ta,w,!er.,e..yeah rape.tk".en Ikk'.P.-r-kePorvon.:. „rkrlm Anthony T. Tombo III, P.E. Zt M din;`m MAxk t ta# :petaderdwf,« keu re . MMe• 4aW:y:e:pw...e:eex dlklx.MR:neAreocdM7taq:e/eeM M.i Mqp •ddMiBBANSIhrN dketnt:.r.w"Wait 0-P ruWeme.4a."two 1,w"W"WCd _ 80083 nrl.rWlaty»we.rga. dlw roMa.e ID, A Wpm W pa:so am kmmn,... Wei, M.e rTpe i.MdSkt.eidr4brir-1at,fM;.Mwrba;p.wd^mWfarr,oAelr,.,l3e;yea rnt aup!,pw eN,nt MndAc.a mkrt eMr,.! u MM/1!rir rcl ed !e.! 1•N. 'k lrn. Be, t:. 6, kf i4nhal dn! 4'.t 4451 Pierce, FL 341)4 Mwr.rrry pata.e y.,,.,ee:l. tawp r era.n Area wµq. p.,r,ek..e,rrr.ka.eerinl For!. "vierre, FL 34946 Upytllht t POih A I goal hotmt Artheer l- Ionhe Ill. P,I. lepmdeni a of tort 4-tanal ie mt fern: is pithilrod .4.0 the..Mee pems,ioe hen A d Bcol lm m Anthony T. foethr lB. P.E. Job Truss Truss Type ----- Qty Ply 114YAN HOMES / LARGO v1 WRCLG1BE9 CA Corner Jack 6 1 A02191f9 I -Job Reference option_a_I Al Roof Trusses, Fort Pierce, FL 34946, designQo al lndss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:56 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-rKrPRRZUtrHdtL981kba WvxcFdVekY3QtdEtRZzugij 1-0-0 _ _0-11-11i --- 1-0-0 — 0-11-11 U6 11 LOADING (psf) SPACING- 2-0-0 CSI. T DEFL. in loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 L Code FBC2017/TP12014 1 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M 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 = 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 = 1 O(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard Wo axxp lone Nx+ptl. mro+ik'410 f1Y'.i!1">Z;IfI"t fi(AiII: IHNS1("Gnl(a1(JSipM pT1;. NCi,l§oKENi Ix+.. le a/k:rp+nxrts tat rtal+xn asa, i•ns k;p eny;flVl+N na LA., l lemk 3:.. I f. trlarae Sl!x aa e n+ WI+t:Mxns+:lpe/avlop.- WIe aami l'xe +N.a+;el lx M+ Up wk!NN. 1: e'r+ss 9esy+f!pwr. +, S!xiMr fpuex 'A!xN nwi Nh !p<nn xxiexn;+ N n!Inl!tx+M rpa!e•ip rtynsilrhryY ne Ns:p:.NMsropNt :s l!pnNxM t06 wi!+Mxi! I lk Nt:Pn;omhx Inl p,nxnx;.smNitnr Anthony T. l ombo III, P.E. I.W.1alaeNwrr!f msa+ tladkk+NN-3—, m o.ai,~01 "a.! It, ixlip krpk' ath;+n I N 1" It V r ai . N+ a 4.1 A, cnil 1+px+t Nae'pD al a. hdN uNae L+sc,+.i44awta ni 'piNsallWaaek . x s oa kan.+yau4.0 1 9(JQA3 Ik tmlaQ p+s:pe W(e+rxv.: s!'. als sxmaNa lOp nl la Pines a/i"/N+! N11e Wlny (alum t+len h4OW xV-PHnwkI+I +N SNA n!:dxm+a'x ian+': PNw! II.I alas f! MKI41:I:41 ataa!s NNel.n: prnpx 1,13111,!+pax ae ln,, VIA+ftx a e'lnnu ldiaek+;al•a+pxd+pemmyhd: Pra indsa. Ik imsp!s.P,!p!ex:sti:I ae ixbrp+s:pa,xl,s Sn..a:+P+m dar na0iy Ul cayallok>r l aenlUaelatlly. 4451 St. Lucia BIA. apynthl02016A-I goal basses- Aaiholyl.lambollLP.E. tepminnioNa( ihislacumenl.inaaylorm,ispmhiEBedxiMcNtherlitteppelmhsioahamAItoolbasses-Aoltrony1,laahpill,P.E. Fort Pierce, FL 34946 Job Truss _ Truss Type -- — — Qry Ply RYAN HOMES 1 LARGO vl WRCLGIBE9 CJ1A Corner Jack 6 1 A0219170 Job Reference o tional]- Al Roof Trusses, Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:56 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-rKrPRRZUtrHdtL981kbaWvxdSd VmkY3QtdEfRZzuglj 1-0-0 0-11-11 10-0...-... __ 0-11-11 V 66 TY 0 2x4 I 0-11-11 0-11-11 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide _ REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% arwt tWu MeepN.rnu. M'i IJC.NSi;Si'i(tfl'. 6EA41!ifixSi(;A;i1l AS (relax dl.l l,eetA:i6iefXP lax. fe Ar huppunn:wrW exetndtlrrst314' 31en4.7(WwMAeerrl lmob+:,rt ldneae ukrN ene Aen:eMrnce uaN eeMiW.h r41N.eeenrk tab ,Nl k ,NMMIJpok,eJ. f: :.r De ge!Ipeer Sk'nly on Wr. my IAO p ee nnpene e M pen:M. eekt4oretpttbM/rip d M tap I tMpnN ee M lhh on, W IN? 'it enmtmp p nesiwaq:Wmks. temNmy Anthony T. Tombo 111, P.E. Slop oned! utlrb•mMNiritM slk:iMlmdhe0 MO sr.»rkpMnMMI6y6n,pr aM;wh AMlp.4t t',wMhni l»:Iaeg;Ne wf fKl. A M'hOW on,MN . fe dMfruc.May eaftict, t p'..sMlnnew MstNF nNM eyqu4rn0 z80083 E 44515t. LucieBlvd. lkfnu ksye fttmnke[ 1 Qe MNy &tpaI..t Srrts cyMnray nWAet Ill q:teaN n u n<a hHNi.IN.I. Fort P!erce, fL 34046 oprrlthl®th16AItoolliusses-Anlhoeyl.lombolll. F.l. tepeolanionof@udommrm ment,onylo,nprohl6dednithoouhrn eneeper ssion6omAIfeel TrassttApthond. loonho II0 L cuss I russ I ype I Oty PIy RYAN HOMES / LARGO v1 WRCLG1BE9 CJ2E Corner Jack 4 1 A0219171 n —. . 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 Indus__tries, Inc. Tue Jan 16--0- 9 34:57 2018 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-JWPnfna6e8PUU VkKJS6p26ToM 1 qYT?JZ6HzC_Ozugli 1-0-0 - U4 = 12 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 999 240 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 5 999 240 Weight: 6 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 1-5-15 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 4/Mechanical 4 = 3/Mechanical 2 = 177/0-3-0 (min. 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 = 8(LC 9) 4 = 8(LC 9) 2 = 140(LC 8) Max Grav 3 = 8(LC 3) 4 = 11(LC 3) 2 = 177(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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=140. LOAD CASE(S) Standard 1-4 Nudxeryd, rune lk't I I)r.RJ`:Sj'dU(Ct AtA;IAt IRIS 4 GAMPMS(MIUM p77'r;l;MA(A;EJAV luc knlr Nug 1pmdns eM rtel mrr xts,l^vfs:higc 3n.y K'.I tk IMxl1 lmrk 9':, f 1. Id...%kr W*' of Add.. 6, 100. WV Wi xrerei Aa ei k r.N M Ik ItD 4 x •dd. 1: [ k.qe hpxx a S-on, t[ex!r At ud Is n lob+[p[ m x artpx:[ d n[ pdnuxd ey eeip nyxsdnry • W lx r rmp N Refx x d[ too xlr xM t41.:4 k pe xuwdx" I Msq;Wmx:. sm[4Nq W sedO.: f:.s,!a•xe lwWgis MisiM[ klm dlk0 [hP•xi: [dae eN e; kelwWx Aen x• elk exkO dlYR(%,C.Wr fw0kadwl Wdolkl l[ drk'OAMx•MII dlk m<.wkrw kml a. ks4ll[nx M4u Wxnen 11fiCltDuy T. TOff1C0 Ili, D.E. v * 1 4me q ry +t q e Ja^ d a 80083x[l+:e,eesgxxe(ar-enrir:xd -[ :wAefA4mlkMxlMMsailwmn[ dxe4AnryCMweam4Mr!IaO.•wxxHtrpknkeNlgnrSIXAaM:daeuxM),[nd.plxu tt.lxtxsteegees[imes[kxn.sd'kln.hu{[e nskzgsupxnxfti.sWea[.^ew.x4s Mahu/dixel,a;ed'm qeN xxn nxryhdtlwas w•d•x. Ik ln;:[wsgr.ryww t,i(!ux MAal AFfglH.w tn,, tYtRi (qe:m fpl Nditry Illlx+d ]Y k'w: Y<x Id'd[1n 1111 4451 St. Lurie Blvd. Fort Pierce, FL 34946 oplrippt @,1 }91A AI Lool busses - Anllonp 1. 1omAe III: P.E. tepmdnnioe of A., locunenl. in oil Iwo, is proAi64ed withoutMe wince permittioe box A -I tool lreuet - Anrt,onr I. IonAo III, P.E. Job Truss Truss Type Oty Ply-_.. MNHOES/ LARGOv1WRCLGIBE9CJ3CornerJackA0219172t1R___ Y_A ob Referenceloptional)..._._........_ -_-- Al Roof Trusses, FortPierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:58 2018 Page 1 ID: hA3xRN 7kH8GY_sasevncy2zOBnp-nizAs6bIPSXL6fJXt9d2bKOxwRAICSZjLxjm WSzuglh 1- 0-0 2-11-11 F-- 1-0-0 2-11-11 2- 11-11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. ( lb/size) 5 = 194/0-3-8 (min.0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 5, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% flog IlNU MrlgY. mww M'AI19G ni'ii5.'iflEt'A 6i1z1A'. tNNf{(N:I11iMS (i}tON. dT.l .inLYiNotENi Ixr.. iNNt M•n*pnxm tMfNl nIN Nlbt l:e:;1 Nkf.ry;ft4 lk Rl AdlNri IaeN N:'.1 f. tdxexl Yer ieie na Ndtt'. dlernu ddN NNe IDB. N wier; tnngt yn. NIN:e/MMiMNeetdd. i:! hnq!!yNNf (NY%f flpNN,!l Yd NNf AD:lpItfMSRr(tdatdMpdnlnld lK.iN'blleywtdNxrb iNit tilN twpll 1lI:,nNN k tlb Nlr. Nix l!Fi. '4NtpnfNynN:.MNwp:Nlmwf. txMiNf An'hony T. Tombo ill, P.E. W 1NdM)ii LM; iwimlyiSM nINfiMNndi>w irx,.ratQ.Nitl.Cw.dN¢d!'Ik iwwy NNINN'imt!NIfNdNl rat..:if: Nlnx 4td Ntww;*Rd(fi-kgv1.4twto Ri R.ANi tAM..In{. IWIt 4}kM, to:ni. hNlNYMMRwg tN1:'N91'tfyNuiu.d z80083 MR+ 4xtAsfnrRefta'fMii:.Nn;Na.w.MIOOaNANimnnnRipmNNfANe4NMi(xgReeSdMhsapM'IGfNi6tk/ptiMlUAx`dxe4N'pNiNpNfx IYINpslef,Nmf!MtRd4e ndtel n.h'apxl..f:krtnif}NxRffu:eMrM:rx.N'r:i 4451 St. Lucie Blvd. elnnu ldwN lr¢.rfild tgN/nxu nNfMhd!INrot NWd. Ik INu Onge ElpRx i, lCi Al taf y 0ls4lN.xl.t 4ssw iy,Nx NNl Nn%y All i"adw Nfnmhdwlq 1. Fort Pierce, FL 34946 oprtiRhl0 201fiA I tool lwssts Anihomy l.lomho III, p.t. Repmdudion of Ais dmxmol. m eoy fom, N prohfhlted withouttht •ranee permiWoo hom A I Roof Irma Aofhoey l.lemho III. R.I. Job WRCLGIBE9 CJ4E At Roof Trusses, Fort Pierce, FL Truss Type Corner Jack Qty 'Ply RYANHOMES/ 4 1 A0219173 n a truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries—, Inc.-----Tue-- Jan- — 16 09:34:59 20- 18 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1 h-GvXY4ScN9mfCkoujQt8H8XY7srUOxvpsZbSnuzuglgt-0-0 3 5-15 1_0_0 . --- -- a 5-11s-- -- - — -- U4= 0-3-12 3-5-15 0-3-12 3-2-3 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL t.25 TIC 0.14 Vert(LL) 0.01 4-9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-9 999 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. u ., MITek recommends that- - St-abilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. -_ REACTIONS. ( lb/size) 3 = 72/Mechanical 4 = 36/Mechanical 2 = 22710-3-0 (min. 0-1-8) Max Horz 2 = 53(LC 8) Max Uplift 3 = 44(LC 8) 4 = 30(LC 9) 2 = 163(LC 8) Max Grav 3 = 72(LC 1) 4 = 53(LC 3) 2 = 227(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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 4 except (jt=lb) 2=163. LOAD CASE(S) Standard a PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% aq !#+ u Mr.ry#. +na+ae'41JC fl i"1 'i(Ilfl-:6f1;11; EfINSI( M(d11L11 (11i)Mi k71,A Ill %:;)6aiX^Mr. irm!karoauOxs.M"Gxxcxlalf,.::In.f:N!ny!Rlv,.r jokwI 1.Nfjf 1pe!ex!14;!!iri'!n! UYn: xk•nu !IgNx M IAA..1 Wl ++ a:W ptt N4# xhl N!f]px #.qA{:+ n ourtpxa? xan. b}xx; !aqx x.]DO,,p +x aaiI ON pgn:faq xp+an+Fx",um§ IN1 pgl!e tap l tlr'W xMfEq xl. Waf?<!.'Mb::px mini. Inanwamx:. AddrY Anthony T. Tembo ili, J.E. Wegs+t n F Iaia+pnik+t/x!i#Im d11t 9.N.. %+O+ai l+..a. ,deua+. !#Mlaq U.try+r.at!r:xl!n+ll+it(.a!%; s/w+W/M!v};Me ul lR !. le qp!x +IIx UO +M x. MN it IN :t. ilgq kal4+p l%+p.x Mixl rd#xq tH'klAe nspuklwd Zt80083 16, Aillf.lainoftsiotrdin*NY[IM,iiPtheeape,isslonIInt!4451 St. Lucie 3494( oprriipt. l tpi6 bl t ef 6ussn dnlla pLIDmho lit P.E. tepmduoiell of this lomneM.in ollr lem,ilp+ehiktled wiMcunle wineo pmmistiea ham A I Aaol hrsul An!hon. 1. innho lll, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0219174 WRCLGI BE9 CJ5 Corner Jack 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:59 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-GvXY4ScN9mfCkoujQt8H8XY16rR1 xvpsZbSJ2uzuglg 1-0-0 4-11-11 1-0-0---- 4-11-11 i 06 II F 4-11-11 Plate Offsets CXIY)--....[2 0-0-12,0-1-12], [5:0-00 0 112j___ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 Rxwd lixte MrayYl rrxrne'1i1JGl ossS:s j'a,ilf', RX .tTW i(;'a'J CIIS (a11jM pTl;dinuY.if'dLLa'Ixn. ixh Mu*daudm WrN Wn x w lm: k:qe N."11Ad' N an AdulI I"A!.f 1. Id—Shn lwwe wt arim: dhr•ae ndrd ra hr 100 wry IMiu:ewr:al ad.krelM WallM,Md. ttar Asga!apxxnr,.la:iNt. Erpeax, msWxwiOa epees NxuprkedMNd'turad rM''M"yxs lAhidlMpa a!ne p1i ,Maxx/xMt00 wU. dain.l. lMMope nuxgw..InMgrentnx:. rxxhme Anthony T. Tornbo ill, P.E. daudMtl; YexMNxoitx rnMuMand@a Ill O antrda. Nryeawmlxdghrjw ar—ttoll.lK,NOW Mr. lxdlndx}ude rnl Shvxr OmMwwhldnedlk?nit n W'dot -P ntxadwNb,.mat. "N"*aMbo r 80083 E44515t. Lucia Blvd. Fort R'erce, FL 34946 oprriphl® 1RI6 A 1 Roof asses Aaihony l.lomho 111, P.(. Reprolanion o(IAis Jocumen6 m atlnm,rs prolihikd withoM the rnttea pormnsion hom A I ReolLnses Aalhon. I.lomho ill, P.l. Job Truss Truss Type Qiy Ply RYAN HOMES /LARGO v1 WRCLGI BE9 E01 Half Hip Girder 1 1 A02191 Z5 Job Reference o tional)_- Al Roor i russes, Fort coerce, t-L s494b, aeslgnLaitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:00 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-k55wHoc?w3n3LyTv_ag Wgl5E3EnkgGUOoFC&Lzuglf 1-0-0 3-0-0 i-------.._........._ 5_8.0 4x4 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1., TC 0.43 Vert(LL) 0.06 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL 0.0 Rep Stress Incr NO I WB 0.42 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 I Code FBC2017frP12014 I Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. 1M1TekrecommendsthatSlablhzersandrequired cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide._ _ J REACTIONS. (lb/size) 2 = 462/0-8-0 (min. 0-1-8) 11 = 377/0-3-8 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 = 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/506, 3-12=-670/484, 12-13=-670/484, 4-13=-670/484 BOT CHORD 2-6=-477/663 WEBS 4-6=-347/460, 4-11=A26/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should 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 Ot=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-M, 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=-11(F) 13=-11(F) 14=-17(F)15=-17(F) PLATES GRIP MT20 244/190 Weight: 39 Ib FT = 0% levy MNU A.'#!nw 1"&11'1f rrliVt rifr"6(A;I2; RIMS S G01106(AT3* 07R 2:(ICKE";MIN'Me.Wdv M."avmtlmW,ArtlnNlx,l•nl)sge Ma.nlllr{ W Rr AA*Y i Iwki w f 11Atlnwt%K1--t V. Arlr+: ww-u UrW NW 1N. NM Mller;rrNm:fewl lNeNr,NA: 141NIr ne etlA. r;r cryr lafvNw a Sx'eIM'MNw a. tlNNr I00 pep Nrinw:e>rae:eNnt MdrstlNM rywet;y rlyrrulNry j: W tnlr. A nes.yr N tyrrN NM IN NM. Wtr 1+ 1 ;M tella nlmMan. NNaf rwnNl. IrNMmv Qrl«hDlly T. tornGo ;I;, P.E W k. nedWl r.'.towWlliyir MeN Me:iMM!dMOnn.MOwxitaASw;xl rgetlu rN lwNyOer:pr•.aue;Nhnd Wll: ar 3l Nn be lnAkwA.wp;rlt Nn lMi'ANnr (N A nwNIM kol ttlti emQpty rntwlNy t rrlturlwrrN Mw4r ." r4 N .esfN'Vo0L96083M {YAwt 3ef:p1• w (N:hW tf Nws sty w w Nw NP W 1N f;Mun nrl pAN Nr tl M N nhy (rryNen l#m, N.iwenN ltU' MM.JeEN'M NI1xA wt'tlu nen k prntl lnhae I?, W.A Fry vv'u' N Ners A'Ar I:n: Pnytw n:3<sap ftMNn Nl lint MaMu"c<r. aa:. elnmu4 fim1 r ww' low--Ifiy i. tl: rrrtwl A,N. rN lNn;esaiywrr ;: Ill reef Hwf Br;:pw. uir.l ..n-ew rrprrwwrr Naly Allry tN a'wl xemeeFaNuIN I. 445I St. Lucia Blvd. Fort Pierce, FL 34946 eprlilhl rlplddlfoelfiouteAndoarl.lon6oIII,P. E. tepminnioaofdnJommenr,inoarform, ispvolipiledwiNcrnlhtninenpmmiuienhnmA ItoolLenesMaAroarLlomEoIII,P.f. Job Truss-_- Truss Type - QtY PrY....... RYAN HOMES /LARGO V1 WRCLG1BE9 F03 Hip Girder 1 2 Job ReferenA0219176 ce ( optionalL-- At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:02 2018 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1h-gUCgiUeFSh1nbGd16?i IAASp2M188nIG2hzfDzugld 1 -- 0- 6-0 P, 5- 6-0 10-6-9 15-5-7 20-26-0 0 7 0 ZI3 5-6-0 - ----... _.. - T -- -- -- -- ---- — L - - - - -- ---- - ... - ----ice 1- 0-0 5-0-9 4-10-13 5-0-9 5-6-0 Dead Load Defl. = 7116 in 27 28 " 29 30 1131 32 33 ' 3x6 = 1. 5x4 11 3x8 = 500 MT20HS= 1. 5x4 11 3x6 _- 15- 5-7 4- 10-13 12 3x4 20- 6-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.84 10-12 370 240 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.89 10-12 350 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. REACTIONS. ( lb/size) 2 = 1869/0-3-8 (min.0-1-8) 7 = 1869/0-3-8 (min.0-1-8) Max Horz 2 = 28(LC 4) Max Uplift 2 = 1302(LC 4) 7 = 1302(LC 5) Max Grav 2 = 1869(LC 1) 7 = 1869(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-6459/4470, 3-20=-8990/6251, 20- 21=-8990/6251, 4-21=-8990/6251, 4- 22=-8990/6251, 22-23=-8990/6251, 23- 24=-8990/6251, 5-24=-8990/6251, 5- 25=-9015/6270, 25-26=-9015/6270, 6- 26=-9015/6270, 6-7=-6455/4468 BOT CHORD 2- 13=-4308/6242, 13-27=-4333/6271, 27- 28=-4333/6271, 12-28=-4333/6271, 12- 29=-6212/9015, 29-30=-6212/9015, 11- 30=-6212/9015, 11-31=-6212/9015, 10- 31=-6212/9015, 10-32=4302/6266, 32- 33=4302/6266, 9-33=-4302/6266, 7- 9=-4277/6237 WEBS 3- 13=-244/389,3-12=-1983/2917, 4- 12=-529/321, 5-10=-541/325, 6- 10=-2007/2948, 6-9=-239/384 NOTES- 1) 2-ply truss to be connected together with 1 Od 0. 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0- 9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; 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=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 2=1302, 7=1302. PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 218 lb FT = 0% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 231 lb up at 5-6-0, 79 lb down and 98 lb up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down and 98 lb up at 11-6-12, 79 lb down and 98 lb up at 13-0-0, 79 lb down and 98 lb up at 14-5-4, 79 lb down and 98 lb up at 16-5-4, and 79 lb down and 98 lb up at 18-5-4, and 228 lb down and 231 lb up at 20- 6-0 on top chord, and 134 lb down and 196 lb up at 5- 6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and 82 lb up at 9-6-12, 58 lb down and 82 lb up at 11- 6-12, 58 lb down and 82 lb up at 13-0-0, 58 lb down and 82 lb up at 14-5-4, 58 lb down and 82 lb up at 16-5-4, and 58 lb down and 82 lb up at 18-5-4, and 134 lb down and 196 lb up at 20-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-181(B) 6=-181(B) 13=-126(B) 9=-126(B) 20=- 79(B) 21=-79(B) 22=-79(B) 23=-79(B) 24=- 79(B)25=-79(8)26=-79(B)27=-53(B) 28=- 53(B) 29=-53(B) 30=-53(B) 31 =-53(B) 32=- 53(B)33=-53(B) t1-. 1 r r. HrnyN±m.e lk LI IV U.V'"'4111ti10 61, INNI:!M,M SiIICM1(tlSIA.'M;f) ."% 0I 0i I.,I''dr k A t!p P—Arl.4 ,so rew I"',8e.}+e!nly{(IL'WIk 1Af 1. leak Ai. Ft.Iflglxt Sln! kS!e o, 114.fI elkrnte oMtl n A.10P. ew'rt M41e!ea4: tedikm-la Me lo0-04. kw—ors!p Etp-n lr Sx o±hp- :.lit W- ±me epe:nn-ry4wudM pinxa-ey:-e•q nyat4d!ryS Mlespdne ,apti skli'IN-M me vd-*IN 'k M4, n,tepm,. 1.0.1 umnx,.t.MMh Anthony T. Tornbo All, PE W . nr 0*11. h•r} Mom" Ik ptyMNndex Mx.MOv-i,Ww!±k ep-tnet.My M,ryer aar .nndr-x(..arisWmr ltn M"dy rk Wtwl. lr yrn.Alk o6W w. MIl r,rdlN im, whiny Nd'ay.u,ye kfiMMm-e kxsq,kl:kRi n,pavldt±A a80083 Iktaxxp1.". W(e ft Ai -a XW.relOW,.fiwr:aep!N..,9xlk!IMy(esMaeP4lrryhiemw1(fpl11114. ow Soon, exr/MpxrNpdr!! In Ir a,sr•eyrm ornnWmv!essarl.r„MT.I:..e,:k,f;*-.11-ft, irn,...R,: 4451 St. Lucie Blvd. rMenu lA.-he;tttn epW ya..vmy M±d!pnasma!±H.rtth.,cins,p;ymnl eGi ke helNy Mnper!I•r,:srces eymKr-r wly ur.::N as:-rnkhdanll. Fort ?lerce, FL 34946 fepniphl fl 7(116 A - I tod horses AnQaoli. lemho Ill. P.l. tep,odenioe of this dorvmem, in al form, is prohilided triffswfht wimeo pemfuioo horn A I toot LMues Andmnr l.lomho ill, P.1. Job Truss TrussType - Qry Ply RYAN HOMES / LARGO V1 WRCLG1BE9 F04 Hip 1 1 A0219177 Job Reference (optional Al oaf TnAsses, Fort Pierce, FL a"'to, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:03 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 oo 7-6-0- - --+ -- -- t _...._ h-8gm3vgft_D.-9dCQCUfDDIN-ie-tSk-Jt-dg-S- UfCQWt3gzuglc 00 ss sso 5oa27500 MT20HS-- 3. 00112 1.5x4 II 5x10 MT201-!S- Dead Load DeB. = 1/4 in 3x8 __ 1.5x4 11 5x8 -- 1.5x4 11 3x8 6- 0 Plate Offsets X( Y)_ L0-5-0,0-2 a1 j4,0_5-0,0-2 41 [9_0 4003-0L LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.25 9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 9 617 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.59 9 532 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. MiTek recommends that Stabilizers and -required 1 cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1100/0-3-8 (min. 0-1-8) 6 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 34(LC 9) Max Uplift 2 = 730(LC 8) 6 = 730(LC 9) Max Grav 2 = 1100(LC 1) 6 = 1100(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3142/4437, 3-4=-3575/5084, 4- 5=-3575/5084, 5-6=-3142/4437 BOT CHORD 2- 10=-4207/3015, 9-10=-4242/3030, 8- 9=-4250/3030, 6-8=-4216/3015 WEBS 3- 10=457/295, 3-9=-739/782, 4- 9=-346/270, 5-9=-739/782, 5- 8=-457/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=730, 6=730. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0% xxy llauna !lint.he'A IOC. f1At'kiI'illltl-611;IA;RWa(tdllITICMSr14Tjx. LL17 ;IA\;i25xta?'Ixa. Isar leuplpnnasdied"ala:lmsats}fre.ryif[CdM Aenarl lNma':..PI.Idxlxf UM'>+1 of aafr:fhr."u agl/ane W., mileaaarina Am' m wnr h allu"-11. A;e saesll epax' Sx lnrfapax; 'm ullxm. llarlpnensawmeoxlNMlx uxll ll}n!!•ninyaxNlar 3 mhisrdh;xlst 1. sla•INaM no alr fw. TPtI.gamslnlxa nllsp amlas. cuMNa'1 laa lada r lam: n Mlayn hr Pa iNIlh AneO ex.hO ais Whlyd".: lk luimemµ. YN-anno ofr. RLm 4: al me Wit lw4m;1/f ae lµ.l. %yyl and OO al we hots 11 M lair..1."6414. ,w'yr naaxl ek•fax'>. lot nlaxa:a.A Anthony T. Tombo ill, P.E. h4a teFlefgalaeCeeaM+.AraxfrwokToo dhNxmesalir49-0tlhaaytayaeworylwkaa;K7fNelhagfnMiNFx:rdxexu MKaapusnrVlk5a;1,rrlpsfV:Mtn:4u.sNtr1-slMupxl:etrAr npaxaerr.,lymgf!k xwai4 $0083 e5e•la Mhlk lr a,rl.m x eeJrpwn wlray 1. dl nxfs xne!fee. lie Tau aef a'apmu if Afl pe lahep 9rsyas.al•l:s Srsta Equarr aT ansy All col9#_AN xeus of n/dad la till 4451 5t. Lucie Blvd. appilll g1 7016 A I peat Icastes Aalpaey L lomho IIh P.f. Repmlaaioo of eln lorument. in any farm, is pmlililel witlaa eat w men permission from A I loaf basses Aal6anr 1. lamla III, P.L Fort Pierce, FL 34946 I Job WRCLGI BE9 F05 Hips Type _—_ -_----------- Qry Ply 1_ RYAN HOMES LLARGO v1- A02191781 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altniss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:03 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-8gm3vgftD_9dCQCUfiDDINjeXSiltgaSUCQWBgzuglc 1-0-0 5-11-2 3-6 14 7-0-0 5 11-2 ._.._.._. .... 9-6-0_1s 6-0 -- -- ---L ....__.__zo-o-la +._......_... -.— 2s-o-o 12711.-00+ 3- 14 5-11-2 1-0-0 3. 00 F2 3x8 - 9- 6-0 LOADING( psf) 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 FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1100/0-3-8 (min. 0-1-8) 7 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 42(LC 13) Max Uplift 2 = 721(LC 8) 7 = 721(LC 9) Max Grav 2 = 1100(LC 1) 7 = 1100(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-3253/4560, 34=-2778/4012, 4- 5=-2690/3958, 5-6=-2778/4012, 6- 7=-3253/4559 BOTCHORD 2- 11=-4357/3140, 10-11=-3780/2689, 9- 10=-3780/2689,7-9=-4369/3140 WEBS 3- 11=-507/672, 4-11=-690/414, 5- 9=-691 /414, 6-9=-508/672 NOTES- 1) Unbalanced roof live loads have been considered for this design. 500 MT20HS= 500 MT20HS= 10 3x8 = 4x4 = 3. 4 = 25- 8-12 Dead Load Deft. = 1/4 in 3x8 19 lV d j0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TIC 0.80 Vert(LL) 0.66 9-17 476 240 MT20 244/190 BC 0.82 Vert(CT) -0.47 9-17 670 240 MT20HS 187/143 WB 0.21 Horz(CT) -0.11 7 n/a n/a Matrix - MS Weight: 110 Ib FT = O% 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except at=lb) 2=721, 7=721. LOAD CASE(S) Standard Eb dq- IblulWtgN.rweene i- I)G. »iS[Si'i(il(t161AElAl 1EfNSn(ilOIIILIM1 rl<1 At !l?Y; ;tt( E0'sxfN^brk. terdr lrug ixtxdm t>f rwi taps klxt lLMmr i Ixrua;f E. Idxexe YY^Nlt•e v:t edet:dw.n, Ada k11e100...' txlet exmtkr twu ed n .dMMPJOx d.dd.4 t-m Btnp Elpmw e.Sp!dh ftpmk;. udmm 100 uMnevrswupa«eNne iidhnmd Wtenyregxulnmt Ialsp ro me wlxll kt tNx4e iDD Wr akr lRl. MI p :rmMnM.hM q.mdnm:. wadml Anthony T. Tornbo ill, P.E. xd tudMt! S wt lxixmnke uttrtfiblm dRe 7.tx.MO ^ctanr Ngexxlk Mlhq Oenpr°.•pl mnxd NMf. Se 4: ael pe x,d pw/wf WNtk 1. lr YM xdnt f00dm. heN r d P. lnst. w9oq Imat tm , nex db m'W: M iansµt4-0 Z 80083 meta;wghl4l+ e WIzFMx. ii KYf tYMtlk 100dIx Km:MftddwtdMix111q({teGK{dM 161 RMN ItViNlnlld%Iht1t:1(Ixl dkNtli #IIMI4 dMe tnIrNeskespn.b ne:.t ewn r+rl:es:Mu}rrle:, 9r,}aEywxwrn,; r..wlxx.k. wtl; 4451 St. Lucie Blvd. e ixwlN ldWt it `,b'otl glxe Ntikwmiq l!IA ilxt1 wlkrte tklR)l w4m E]hxx i5tl}4w iwdy 0ti:pw.xi f5 $rev Egmxdmr Molq IO roedaN x w; xrnldwdu»tl Fort R'erce, FL 34046 oplyipht 0 2016 A foot Imssts Anthony I. lombo III. P.E. Reprodnstion of Ihis dotomtol. in xnl form, is ptolihiled wilhtul tht wli»eo petmission hom A 1 Roof heues - Asthony 1. lomho III, H. Job I Truss Tru_ss Ply I RYAN HOMES / LARGO v1 WRCLG1BE9 FG02 FLOOR 1-A02191701 3 Job Reference o lional _ _ JAlRoofTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:04 20t8 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-csKR7AgW_IHUgamhDQkSrbGghs2jcz7bjsA4k6zuqlb2 ... -- 4 6 12 --i- ... 6 = 4 f 8-$-..--{ _ t1-6 0 -17-84 20-i-82-5-4 2-1-8 2-1-8 1-11A 2-10-8 + 11-11A 2-1-8 —i — 2-1-$ - 1- 2-5-4-- 1 1.5x4 11 3x8 = 1.Sx4 11 1 300 3x4 = 3x4 = 1.5x4 11 5x8 = Dead Load DeB. = 3/16 in 1.5x4 11 3x10 = 9 in 4x4 II 4x10 = 700 MT20HS=- 3x8 = 2x4 II 2x4 II 3x8 - 2x4 II 4x10 = 4x4 II 2-5-9 4 6-12 6 8-4 .._.-} 8-11-12 11-6-0 13-3-13 15-6-12 2 2-1-3 2-1-8 2-3 7-2 6-4 2-15 Plate Offsets L Y}- j1 0 4 4 0 1 8] [8 0 3 12,0-3-0 _0 4 4 0-1 8] [12:0_1 12 0-2-0] L18:0-5 0 0 4-8] [19 0 4-12,0 2- LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deb L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.59 15-16 400 360TCDL10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) 0.80 15-16 294 240BCLL0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 11 n/a n/aBCDL5.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except" W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 - 4993/0-3-8 (min.0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4027/0, 1-2=-9741/0, 2-3=-9741/0, 34=-22338/0, 4-5=-22338/0, 5-6=- 25560/0, 6-7=-22233/0, 7-8=- 22233/0, 8-9=-9830/0, 9-10=-9830/0, 10-11=- 4044/0 BOT CHORD 19-20= 0/1033, 18-19=0/18135, 18-21= 0/18039, 17-21=0/18039, 17-22= 0/25560, 16-22=0/25560, 16-23= 0/25560, 15-23=0/25560, 15-24= 0/25560, 14-24=0/25560, 14-25= 0/18088, 13-25=0/18088, 13-26= 0/17985, 12-26=0117985, 12-27=0/1105, 11-27=0/1105 WEBS 1-19=0/ 9461, 3-19=-9174/0, 3-18=0/1436, 3-17=0/4698, 5-17=-3917/0, 5-16=0/1422, 6-15=0/1475, 6-14=-4030/0, 8-14=0/4509, 8-13=0/1547, 8-12=-8958/0, 10-12=0/9479 NOTES- 1) 3-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7- 0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced Floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0- 2-12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 lb down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-848(F) 19=-845(F) 18=-845(F) 21=-845(F) 22=-845(F)23=- 845(F) 24=-845(F)25=-845(F) 26=-845(F)27=- 845(F) PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 326 lb FT = 0% tN.gryene NararyN ne. i4' il i3[. fil SS:aE;11C 6tA:1l:fflMSl('NNI1Lm(].IsM'gTlleX'F IGYfA hra. ierq(kuppitanen Wrtd urt hei..;sk:.}:Ar.+yRC?ui i41Mx11 fx4t..rE. rdaeat 4n 4hrtnr tldnsaM.nr ddN rr Ne lUp. y Wl narnr l•(e: Iw 4 r,N,l Nt IM as d 1. 1. e'r B p lapar Sae nor EaMmrt;.. 1: ud a a. Ibb ginems m wnpoa:e d M Ndnnema rgsn ul ;ynuNlry lne hsga d M tyk l mlmN m Ne Ibb Wr amn IM1I.:4 fe {a umpaa.l maq Menu:. tmN lry ml sedm 1. !1.aI"Wrx t14r yx a4.dneM 140 ar.aa4nrNapae:I4lnlliy4syw,at4!tdtndblK.Nff;aiml dt y+1:NraaapLl lagke,a all '09Wwbdl sedMi. +;NpylaMrol.sa;pr. nNdwaN4aa:w11d:4MrealasJdafd Anthony T. Tombo :I:, P.E. Ntl xaf4 lne^aerr tna. S.,mn -eat:aMipp aN ne pamvallnWw dpe 4app (.eraem Sdtnl -nma xSl pdn4aMlq aN ,xA ne:dnaxN'm pane:pilau R-1 anmfNnspaa a+mts ak axusd Ll: n0enpx..ns ksp iarmn al lu:trMa^nx. 80083 rNrrnu/WtNh aSahM tpeN mnn imallr dlln:es r ei IA•Ins: ueNp,q,mmulCi ytNNal:n.pa. xl. .s.n.ea:yxen caf WA4 Aaam"aNbrms Nees ONd n lry i. 4451 St. Lucie Blvd. appith1 /9 7016 A l toot Irosses AAIAoAp 1. lomba III. P.[. teptaii.mon 014n dorumem.. in aa1 form, is pfWbiltd-dilcul Me •rsitito peimnsioa hem A I tool )rases Alfionr 1. samba III, P.t. Fort Pierce, FL 34946 Joti-......_..__ Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 FG03 FLAT GIRDER 1 A0219180 Job Referencelo ftonal)_ Al Roof Trusses, Fort Pierce, FL 34946, design@at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:05 2018 Page 1 ID hA3xRN7kH8GY sQsevncy2zOBnp-43upKWg81cPLSjLtn7FhNoo2KFPULRQIyWvdGYzugla 3- 4-2 6 4-7 9-4-1___2 11-9-11 14-10 0 17-10-6 21-2-8 3- 4-2 -- ....._.. i ..-.....3-0-5I - 3-0_5 - 2-4-14--........3 0 6 _. f.._-. ... 3-0-6 — 3-4-2 5x4 11 l 4x8 == l l 1.5x4 11 l 1.5x4 11 15x6 = 18 _. Lel2930 17 16 t5 31 32 14 33 13 34 4x4 11 5x10 = 500 MT20HS= 4x4 = 4x4 2x4 II 3-2- 14 3-1-9 11-9- 11 2.4- 14 Dead Load DeB. = 9/16 in 4x8 = 3x41= 1.5x4111 1 5x6 35 12 36 11 37 38 1-11 10 2x4II 5x10 = 4x4 II 14-10- 0 17-11-10 21-2-8 LOADING(psf) I SPACING- 1-0-0 CSL DEFL. in (loc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) 0.21 13-14 999 360 TCDL 10. 0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.74 13-14 335 240 BCLL 0. 0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.06 10 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 13-14 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 "Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 18 = 2242/ 0-7-4 (min.0-1-8) 10 = 2243/ 0-7-4 (min.0-1-8) Max Horz 18 = -24( LC 4) Max Grav 18 = 2434( LC 2) 10 = 2434( LC 2) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=- 2060/0, 1-19=-6337/0, 19-20=- 6337/0, 2-20=-6337/0, 2-21=- 6337/0, 3-21=-6337/0, 3-22=- 12851/0, 22-23=-12851/0, 4-23=-12851/ 0,4-24=-12851/0, 5-24=-12851/ 0, 5-25=-12851/0, 25-26=-12851/ 0, 6-26=-12851/0, 6-7=-6338/ 0, 7-8=-6338/0, 8-27=-6338/0, 27-28=-6338/ 0, 9-28=-6338/0, 9-10=-2061/ 0 BOT CHORD 18- 29=0/ 742, 29-30=Of742, 17-30=0/742, 16-17=0/ 11187, 15-16=0/11187, 15-31 =0/ 1 1187. 31-32=0111187, 14-32=0/11187, 14- 33=0/12851, 13-33=0/12851, 13- 34=0/11190, 34-35=0/11190, 12- 35=0/11190, 12-36=0/11190, 11 - 36=0/1 1190, 11-37=0/742, 37- 38=01742, 10-38=0/742 WEBS 1-17=0/5843, 2- 17=-550/0, 3-17=-5078/0, 3-14=0/1742, 4- 14=-613/0, 5-13=-613/0, WEBS 1-17=0/5843, 2- 17=-550/0, 3-17=-5078/0, 3-14=0/1742. 4- 14=-613/0, 5-13=-613/0, 6-13=0/1738, 6- 11=-5079/0, 8-11 =-550/0, 9- 11 =0/5844 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"x3'r) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front ( F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1. 60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 244/190 MT20HS 187/ 143 Weight: 227 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 10-74, 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 10-74, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18- 2-8, and 10 lb down at 18-9-4 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:10- 18=-10 Concentrated Loads (lb) Vert: 7=- 2(B) 16=- 9(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2(B) 23=-2( 8) 24=-2(B) 25=-2(B)26=-2(B) 27=-2(B) 28=-3( B) 29=-1 O(B) 30=-9(B) 31=-9(B) 32=-9(B) 33=-9( B) 34=-9(B) 35=-9(B) 36=-9(B) 37=-9(B)38=-10( B) Trapezoidal Loads (plf) Vert: 1=- 165-to-24=- 235, 24=-235-to-9=-165 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10- 18=-10 Concentrated Loads (lb) Vert: 7=- 2(B) 16=- 8(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2(B) 23=-2( B) 24=-2(B) 25=-2(B)26=-2(B) 27=-2(B) 28=-3( B) 29=-8(B) 30=-8(B) 31=-8(B) 32=-8(B) 33=-8( B) 34=-8(B) 35=-8(B)36=-8(B) 37=-8(B) 38=-8( B) Trapezoidal Loads (plo Vert: 1=- 189-to-24=- 250, 24=-250-to-9=-189 14) Dead: Lumber Increase=0. 90, Plate Increase=0.90 Fill. metal=0.90 H ; f....r. i ..n Ain Continued on page 2 v^1 Rwaptnawetlwep4.inxe 1p'4I IJC.It' hiiSl'irtl[r's 6yAilAi IElt6 if?t{All ls ldtlJN. k^Tl l.tNiRli9iMtN'Mx... le ae k:ap tpppws wheal wow eehsl er:de:4e 6 a.ry l6C;ek pe Aplwr llxwal. iE. Ipwepe 4he+irwe ne Udea: Menu ppd xpe 166. wh Wlt4 nwrrosFat H'.wnel h, prti6bNrali( 4:t..in: Deupfepar! .r;iMrftpww; Msepnnroa exwepw npat:eptkplwanW epaerpnttwadlMet W/es:pxW ss@el hF:nNw4e R0 apr 'htacpnsenpm.WNyi,coc .'"dory Anthony T. Tof'1bo:1:, P.E. eN epssh ta.twmet s!w txrAalmphelmpeU.wi tp9lrNeatpeMtwNat6etee..o:ar:ewenphp`.m a/tleWulaNageHwalN1'MyvnA0ef66almhdl ppsinsr.+.1Mp1aC:y.t'pe..r!admu:Mkepita4MMnyauW:np z80083 Mtv/a10e:.pw p(owen stir ' e:awaMlOPpWpwmwNtMp .sppeNANet(wFNMS11MUlpma 4U:tat1 Mcq'4aM1N1uerppeMetYte.nww aee RIM.uwfe.espasi:!tiesplrantlelerrMuteee,!.naAsynttpaxpin.;Y tAN,ttw.rtrt 4451 St. Lucie Blvd. elenu 1plpNe'.ttntNp pea ramphd!terts, npeN. Ik lnsc:rtat.;ywei i,t;:i Wtp9tt Sesyw,x le aireea:ypwrwmr Wly tli yspa!f'.saa pe mtetaNn ml Fort Pierce, FL 34046 opyrl11il ® 2016 A -I tool hossts Aothaoy 1. tomb 111, F.J. tepeodaaios of da dommeni, in coy lore, is pra66ited withal tht weinet ptemissioo ham A I tool limei - Aerhany 1. lombo 111, r.t. Job WRCLGI BE9 I FG03 I FLAT GIRDER RYAN HOMES / LARGO v1 A02191$0 2 Job Reference (ontionall FL 34946, design(a)altruss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 10-18=-10 Concentrated Loads (lb) Vert: 7=-2(B) 16=-3(B) 19=-3(B) 20=-2(8) 21=-2(B) 22=-2(B)23=-2(B) 24=-2(8)25=-2(B) 26=-2(B) 27=-2(B) 28=-3(B) 29=-3(B) 30=-3(B) 31 =-3(B) 32=-3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(8) Trapezoidal Loads (plf) Vert: 1=-180-to-24=-215, 24=-215-to-9=-180 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:10-18=-10 Horz: 1-18=15, 9-10=4 Concentrated Loads (lb) Vert: 7=16(8) 19=21(B) 20=16(B) 21=16(B) 22=16(B) 23=16(B)24=16(8)25=16(8)26=16(B)27=16(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-132-to-24=-220, 24=-220-to-9=-132 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-18=-10 Horz: 1-18=-4, 9-10=-15 Concentrated Loads (Ib) Vert: 7=16(B)19=21(B)20=16(B)21=16(8)22=16(B) 23= 1 6(B) 24= 1 6(B) 25= 1 6(B) 26= 1 6(B) 27= 1 6(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 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:10-18=-10 Horz: 1-18=12, 9-10=2 Concentrated Loads (lb) Vert: 7=16(B) 19=21(8) 20=16(B) 21=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B) 27=16(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-131-to-24=-214, 24=-214-to-9=-131 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-18=-10 Horz: 1-18=-2, 9-10=-12 Concentrated Loads (Ib) Vert: 7=16(B) 19=21(B) 20=16(B) 21=16(B) 22=16(B) 23=16(B)24=16(B)25=16(8)26=16(B)27=16(B) 28=21(8) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:05 2018 Page 2 ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-43upKWg8lePLSjLtn 7FhNoo2KFPU L RQIyWvdl3Yzugla Rrwy Mauuwayd.ra•urn'11IJO`11eSirS'i(,IfY%6(Aill; lEldSe(AMPilM1.rJS1uN,'p'tl;1.11[r.EnSxfe"Mr.IeAph1'pw..oen WredadnrMrl!aask:y+harrytt[ utM1dMy11wM+,f(.Muex+SlrorNox ese Ildes: anreise ddN+aue tpp wn WI anrurpa N`[: nelM ue ftou Nrdd. l eis Oe p tapoew a SKun fl —;w %UMm m. M'w e8tm up+awedne prdnai+W ay:reerup uyNsdnlnb ue i"Vin ne r:p+ 1. NInN uM 100 uu Mon IRI Tno yuudpou: leN. t utmw:.: low" Anthony T. Tombo II', a.E. W eda:s tos Y aaa ewdup it Ne espu:iNlm duehw tk Qrae+ta#CN spear arlu Mllwp Ms p•:ahe;edendMlN 9a 7i mIM M>fF L.rp:Ne ws EM. 'Ie qxm dl 'AAW w.ndl edu "m .1ohy ludiaf, aye. n9dua no Newt W NN •nppuN:ud J 60083ZtMfMlMoftoniravrtsmlp+delnesdue lnMy(wywmSdey lr •nm n{pd sYopinMSNl we'du w+EM?.0 pnlam II'.II+See; 9e repni+nn wet nesf9el nt(uux !;8ess uux lt dMk4451 St. Lucie Blvd. Fort Deerce, FL 34946 eprtipht® 2p10 A -I lool6tsses-Anhotp 1. lembe lll. P1. Reprodu0iot of TAis domnerd, to any form, is prohibited withow the wrists permission from A I Roof Imes Anthony 1. Innbe Ill, P,L Truss Truss Type WRCLG18E9 FL01 Fioor Qty 4 Ply 1 RYAN HOMES / LARGO V1 A0219181 Job ReferencejopcionI. Al KOOr I russes, ron rlerce, rL a4740, aeslgn(ma Itruss.curn 0- 1-8 HI— 3x8 1 2 3 Ti 17 3x6 = 3x8 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:06 2018 Page 1 I D:yPUCgGfLZTgtoRCQb7?INaz2inS-ZFSBYshm WvXC3tw3LmwwOLCEfh54umuAAfBo_zugIZ i 1-5-8 Al i 1-3-0 3 3x4 = 3x6 FP— 3x4 4 5 6 7 8 9 16 15 14 13 3x4 = 3x3 = 3x12 MT20HS FP= 3x8 = PlatOffse e Is (- f1:Edge O 0-12LI13 0 2-8,E Tel_[16 0-1-S,Edge] M0 1-8 0- Offs XQY)- LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40-0 Plate Grip DOL 1.00 TC 0.58 TCDL 10.0 Lumber DOL 1.00 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0- 7-4 (min.0-1-8) 18 = 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=-3712/ 0,9-10=-3712/0 BOT CHORD 17- 18=0/ 2167, 16-17=0/4623, 15-16=0/ 4908, 14-15=0/4616, 13-14=0/ 4616, 12-13=012159 WEBS 10- 1 2=-2387/0, 2- 18=- 2396/0, 10-13=0/1717, 2-17=0/ 1712, 9-13=-261/0, 8-13=-1000/0,4-17=-1003/ 0, 8-15=-95/729,4-16=-1511714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 13 7-8 Dead Load Defi. = 3/ 16 in 3x8 =_ 10 11 2-8 12],-[21: 0- 1-8, 04_121 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL)-0.4516-17 559 360 MT20 244/190 Vert(CT)-0.6316-17 397 240 MT20HS 187/143 Horz(CT) 0.10 12 n/a n/a Weight: 104 Ib FT = O%F, 0% E Neny Nnu NargM. re•Nn Ne'A l IJR 11YSS6'iEUtCs 6FIilA-, fNIL i (:dp11CYS [1;10x pIl , k:1tCW,iRoNfAP Ma. it:Ar Noy InfNrkn W rMd yNn w tut 1•ett 9 :y, 1!r.tyftfi! W n1 Falar 1 teen r, f f. Ideeat `.An! kae f:t Ildet•.4e•n:t uNN N Ne Iw. rf r4tft,wpnfr rlu. A4 to f:NM Ne 7w Nk•NJ. 4te n: aryl Etpeer r..K;Nnr tlyeen n::Mnxr100!epeseptwmsrort ON lftlesnaM fplee•ip!eywsNrmr 4.INtt'.'btM slgt lts NenNnNt lw W, yWn10:1 N16'rxtwlro Ifwlgnwnx:. tmw" An'hony T. Torho it', P.E. W ne x'kt lntkwe l,ryNyitrw eluri4M!dfe+•fn.MeO.a!tlatf!.NfpMvtM tnNa Ws:pa•.1ae!nniRe lM,,dty.Wge bnl luafp NeWiKI 'rSOC-83 M4'nN111Mya•nFfaetxN. tl. Mu!ro'.x Mtw VA lw Moon WtneNN, ONE 1.16" ."Mifhq W--.IXV MYt4e"14 WWI t•e—od*F piaft 4451 St. Lucia_ Blvd. rNn•ru NNN lr a;lren epW nwu r!Ipp l•dl yntt e•uM. Ilt tuts ve;ye Eyaar i,e ?pf ll p6e;q+N eln,t.rxs1.y!fM dwf rflAy IncyW,Na!—'.1r Inml Fort Pierce, FL 34946 0"'ghl 02016 Ad fool Imses Aetholy I. lomhe III, H. teprodunion of Ili%domnem. in any torn, is prohihifed.60ut tht miner ptrmissl04 from A I tool tresses Anthony 1. IomAo III, PA. o nss nss type Qtv Plv RYAN HOMES / LARGO v1nceWRCLGIBE9FL02GEFloorSupportedGable11A02191$ Job Refereo tionaD — 41RoofTrusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:06 2018 Pagel ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-ZF SBYshm WvXC3tw3LmwwOLK3fv2442uAAfBa_zuglZ 1 2 3 4 5 Tii- f - -- --81 10 9 8 7 6 4- 10-0 Plate Offsets (X,Y--_ [1:Edge 0-0-121_ _ LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-R Weight: 22 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(f at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard kl wq Plro„!Wwgk. ,.. R!'8 1 I(ItlSS :..,;:1 Y,A[Ii !(kl:t Vtp WM` lh'CM,'N.,1^, 1iClJRil66N,tt'h... tam!l,:pralmea;wiw wk,nm, 1-1 w:pkl.M ti06' wak kwkm! Euk if. l,.l ., iw! kh:l.u. 0lh„ gwwu cxkw 1. IN W. k 1 Ae lNk k1k,te!!rc kl Nak tlLL ;!1 kp!gaett{i! N'.aF .%lle;'.I! 16AilplcwvtrykaaaMrA :aW wpkuq eNMf:a.MRe kapNae.gk:.ilykkl ar arla6Wr waiM'.Ixk:ylnr.M'+ee:. AMkI W?A1l:. ,Nk:Xa wslam „M t.,tiy:;ae: wnw.manlc, k, ,ei,aw!« rq kl6.44w pa.kelmkr.6,a;a/n,wtlo""i"I"; 1%"'.00%i n Mw iilu udm. ! ,.4m{ "q 0.. Ww.wr.M:kohft,I,w,na„i Anthony T. iombo I(;, P.E. mk'W" k, .1Wam.thrk NW 'k. w!apvx,wp:k aklMN .;aawlasAa•kMae x p!lwa nwl6,e e«ee+!!apwrN{wM rn ...w , wWa.a,w„ = 80083 a k -, e lr6w!•l,eoa. Lpv 4451 St. Lucie Blvd. For iPt: f. L 3494(i apynghl" 2016AtRoolfiawlsAnthoolL@n6eulP;. Repi llo9iea of this dommlor:.a aal loam 1pah16ald ro6anu6a ennee pa!anuil. Im!nA l toall-m Aarhonll. I.4III, P.f. lob - ' — Truss Type Ply RYAN HOMES ! LARGO 0WRCLGIBE9FL03 Truss Floor FQtY 1 A0219183 Job Reference Lptionaq Al Koor trusses, ron Yterce, rL 34`J4o, oesign(Wa itruss.com 0-1-8 H 1---2-6-0--4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:07 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-1 ROZIBiOHDf3h 1 VFuYIASDuKF30MpL 12PgOkKRzuglY 1 1-3-0 11 2-3-4 —.. IE 1-3-0 I 3x8 = 3x4 :-: 3x4 = 3x3 =- 3x6 FP=- 3x8 = a i 2 3 4 1 5 6 7 8 9 10 a 26 3x6 1-3-0 1-9 4 1-3-0 0F4T 01l1 .......... ........._..A F._.. ---_1 Dead Load Defl. = 3/16 in 3x3 11 3x3 5x6 -= 1L 12 13 14 15 25 24 23 22 21 20 3x8 = 3x8 MT20HS FP— 3x8 = 3x6 19 18 17 16 3x8 -- 3x3 22-1-12 25-5-0 1-4-8 1--- 3-3-4 9fv Plate Offsets (XYr 1:Edge,0-0-1 6[ .0-1-8 Edge [15:0 1-2,Edgej_120:0-2-12,Edge],_[25:0-3-8,Edge], j27.0_1-8 0-0-12]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.49 22-23 502 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.67 22-23 366 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.08 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 128 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T1: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' 82: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min. 0-1-8) 26 = 1095/0-7-4 (min. 0-1-8) 19 = 1579/0-3-8 (min. 0-1-8) Max Uplift 15 = -78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/0, 3-4=-3514/0,4-5=-4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-12=0/605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324,22-23=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=0/1605, 10-20=0/1679, 3-25=-251/0, 4-25=-896/0, 7-20=-1420/0, 4-23=0/410, 5-23=-408/0, 7-21=0/385, 6-22=-365/0, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 slrongbacks, 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 xxxy I1xu1lxeg4•n•n"t 141311r IIISSK'it;(F1'(fiFA;IIi IFIMSb le:Ar4:igpeadxs WrWedrs.I.sl"v:9tsr)—ii,'ffh W11. 1p1pr1.IxN I'.., rL idxExe SlM N4re h1 Ddn:dM'nte Jdd xde lDD. x Y IYlei:enr::xilax IM:xnelhi roe nDbSe •dd. i:t rt: D<sryt Ergrr aSK:nlh Eyx:% Waa:IDD.pestatKxxgDreNlxpdxsiad r1lax ly nyxvhllry snr fispo lNsaylel dl't4x.w WOW,.WxlRI..MNt.pnnittrnM. h11f1.Wlllx!unmimr An'hony T. TCmCo ili, R.E. W exmri slm Wen lalNyislxtnlxtlMlmdnt7 ex.MQwxi ten,NeKa e: Me lalxy 0n yxr..aN:_,`ndlx IF.Hx:WMlxdl"J:al.dr re fx 1. l6w'WdxtlDOWeneele dIN'nst.a;IMyla/4ya•:yt a8OO83 ne taxa;Dt+p•t xe(Kw,xx. Owns t^x:s oniop Wlx JW.'smafiav t am win,(egxw War WI.— In WSI(1KAaet.iK.l a3xs#e.eslua Y;net re eN3:sYf.inns Deupr I:ns Jngn ttynen Ntn,. DawtMxx x'ass 4451 St. Lucie 61vd. Axwxldattlr:: N:xt egM ewxnnyhd Kr rued. tltlmsCe.,A Eyxxr:s t l o<ta9ol Denpx xl e...Fnx;yxxt e: ar xoty cp rnlde4 ... atawadulnr Fort R:eice, FL 34946 oppithi 0 2016 A I hoof Losses Antboty 1. Iombo Ill. P.t. teproduttioo of 06 hronent. in ooy fora, is prohibr ed without the witneo pelnissioo from A I toot lrtnes Anthony t. Ienbo Ill, P.F. Job Truss Truss Type - Qty Ply RYAN HOMES / LARGO vl WRCLGiBE9 FL04 Floor 2 1 A0219144 Job Reference optional)__ Kun: a. T2u s NOV 12 2D1 / rnnt 8.12U S Nov 12 2017 MITek Industries, Inc. Tue Jan 16 09:35:07 2018 Page 1 ID: yPUCgGfLZTgtoRCQb7?INaz2jnS-1 ROZIBiOHDf3h 1 V FuYIASDuJ B302pKt2PgOkKRzuglY 1-3-0 2-3-4 1-3-01I--- - ._ _...... —1 I-- _ I o ' 22 3x4 = 21-4 -i 0.11-8 Dead Load Deft. = 3/16 in 3x6 2 3x4 = 3x4 = 3x4 = 3x6 FP- 3x8 = 4T1 5 6 7 8 9 10 21 20 19 18 17 16 3x8 3x8 MT20HS FP= 3x8 3x6 -_ 3x3 II 3x4 = 11- 12 13 15 14 3x8 = 3x6 = 11-9-0 20-9 4 20- -12 25-9-0 11-9-0 9.0-4 0-1-8 4-10 4 Plale Offsets (X,Y)-- 1:Edge,0-0-12], [6:0-1-8,Edge], [7:0-1-Edge], 8, [10:0-3 4,Edge], 12:0-1-8,Edge], [15.0 2-12,Edge], 16.0-1-12,Edge], [19 0-2-0,Edgej, [23:0-1-8,0-0-12j, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) 0.47 18-19 523 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0.65 18-19 381 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 1 Horz(CT) 0.06 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 129 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) `Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) 'Except' B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 1006/0-7-4 (min.0-1-8) 14 = 271/0-3-8 (min.0-1-8) 15 = 2058/0-3-8 (min.0-1-8) Max Uplift 14 = 453(LC 3) Max Grav 22 = 1007(LC 3) 14 = 108(LC 4) 15 = 2058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=-3848/0, 6-7=-3161 /0, 7-8=-2019/0, 8-9=-2019/0, 9-10=-2019/0, 10-11=0/2058, 11-12=0/2056 BOT CHORD 21-22=0/1868, 20-21=0/3743, 19-20=0/3743, 18-19=0/3161, 17-18=0/3161, 16-17=0/3161, 15-16=0/335, 14-15=-1064/0 WEBS 2-22=-2065/0, 10-15=-2612/0, 2-21=0/1391, 10-16=0/1870, 3-21=-252/0, 4-21=-682/0, 7-16=-1596/0, 4-19=0/261, 5-19=-441/0, 7-17=01445, 12-14=0/1173, 12-15=- 1379/0, 6-19=0/1042, 6-18=-422/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 scup NnN NiriryN.rnx.ne'{IUn iIASStlNitkr. 9141, Ii1NS o(':rgil(rir7tluN kry liKf04',t};idA' W. liWdr{ruppixtlx!WrNf Wit NN,t i:,; Sr;,}c Ni,rgil[ MMli!Nirl lvJi a:,Ik. Ipernai Slw m i nr Upn'. Nrn;i ppNNnt 1pp. xy WI ,iNY. nl lxr M.N if nllN nBNxitlp. h<r Oeuplgwe !i Spunr Eiwp 1e tlur.r lW xp<sNl uY ip3Y.lplNpihMllxd iq 'IgIi4Nu111A(IMfitlrppf 1ipll fP-+Mxne lOr xlr WplM-I. NM:ryn Npix INq:adnx:.. unplN} N xepn:! h. h x M4mit ne xpi:INNn tllk:h 14A Nr Fipa l;N gNlx ne ixlN liV p:N!W pdrolN. nP n; fnllNG 1m74. NI K4IxI Yi pii plk'.ODdiq ntlf pni?Int.rle rrN n,. nrp xexN Np NiN:i! Anthony T. : I:, P.E. 0083 A 9IkWfs{3i!p M(nGp4 llIre.iNM!rM1A1!iollit paMns9il pppM!ppi GilMq(iprNM SpM ILR'nena IXx{kltM'N gitl11(fui+drinxM px,t',. wrbMe. IKIkM!'lt npn!r net N6lwMnifeir5!hupn, i,.t, k!e upNx oHfxti NiMA p wrt!y 44$1 5t. Lude llICIF. Blvd. IAF?+INIppNNi:iN'ip 1pNd ixlu+emghpl pray uiW. inelxichu{i EgpNrsAClne 4p'Aa{Je::pN.wlr!.rh+:q NNN r xrpq ili:xgi.4ta:Ntnl dutpl fort P!erce, FL 34946 oprrilkr Gl t016 d-I lost Gr1ue Anda+y L lomEo III. P.I. Rrpwdrnio+of du lomeenl: in a+y lora it proRi6ned widcN the rripeo pNmiuion ham A too( inuel darhony L InNOo III, P.1. Job WRCLGI BE9 Truss FL05 truss Type I Floor Q[Y 4 Ply 1 RYAN HOMES / LARGO vl A0219185 Job Reference (optional).. Al Root trusses, tort Pierce, FL 34948, oeslgnLal truss.com 0-1-8 H I- _-... 2 - i f-.-1-6-1211-1-3 0{; 2 3-12 i 3x4 _ 3x3 = 3x3 II 3x8 -::= Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:08 2018 Page 1 I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-VeayzXj02XowJ B4SSGpP?QQXgTMZYoGBeU8HttzuglX 3x4 = 3x6 FP= 3x4 = 3x6 0-11-8 Dead Load Dell. = 3/16 in O 2610 'T4 3x4 -- 3x8 = 3x6 FP— 3x4 - 3x8 — 3x6 = 3x8 11-4 11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.61 15-16 384 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min.0-1-8) 23 = 135/0-7-4 (min.0-1-8) 14 = 1022/0-3-8 (min.0-1-8) Max Uplift 23 = 125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-11=-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21=-485/318,19-20=0/1210, 18-19=0/1210,17-18=0/3848, 16-17=0/3848,15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0%F, O%E rrxq tlnu Nrragd.,rx. iM'II 13V 11 "q[tit, 6 NAL tE1LLS i[?t lll[1S restjll ptA l,nte',i);dEAI'Me.. heat MupMw", WotwuN isms N,;)"I, N..4J :WMMWrI I.A.{;, 1f.leMexr .v e!S•e nt 71de rdk.-nu 904n4 110, wv IMT— . pax ,1d: pgdmae l3Btax,dd. Itr n Besye!epry i 4rt;,dh iq—!. 0t udw.t Inrparn ee etttta;rdnr pdntxxl rrtw.r^ae,ltlNsOaMS mnspdat,yNlr {ye3NrMipC wlr..pn 141 1r ks,p n mMxn W'+1 an,.,MdAaf Anthony T. Tombo AT, P.E. W ttda:sE s `N.1MWNi,pf pnsiMmrdt4J ex.m0 ao,err•rkaeNatNM lig6asipr.aM;wttndlaN`.fs#NMlrrdlaMsgrNalfrtller y adiN'OQWw!MII d0efn,,.ch6yexNaage nsurWNxxq W:NiseY rfrnd : 80083 4451 St. Lucie 1494 W t:..:aap 1es}x r txsva, )t qa :. m a M IOP W rvx pneNtn wi p,nlger d ne 1xMy Oalaen Sdm hi mx 1(J` pd skd p ix W U/l m dxexel W pane! p Mu Ik.l pfiet M..patwrees rat pun e L r.,,. hupn t. R,lr. tepre sl tm; xaMaan. win, lte.141ldwellc:etuf epW rwrer,nyk MNdxf ine,N. Ik toss w:.a!1ppNi, a;t pe tndy pcyon. le:, SrsYa hppn deq WN1 Ui iopMaK x.'as MtnldvdfllhI Fort Pierce, fl 34Q46 epyrfthl0 2016 A tool husses - Whey I. Tombo 111, P.A. ttpmduttioe of this Jovenenl, in eq low.s prokibiled without the.udea lotmssloo bon A'I tool Iresses L Aetbonr 1.lonbe 111. P.1, Job Truss Truss Type-- ---- - - Qi Ply RYAN HOMES / LARGO v1 WRCLGIBE9 FL06G FLOOR GIRDER 1 1 A0219186 Job -Reference _naLL_ optio.____ At Root Trusses, Fort Pierce, FL 34946, design®altruss.com t-3-0 3x3 11 2 4x6 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-zg8KAtjepgwnwLfeOzKeYezj9toOHLEKt8trF Jzugl W I- 1-2-4 1 3x -- II 4x6 3x3 11 3 14 14 4 3x3 - 17 5 181 6 i ! / 3 add3 4' 2• 11 3x4 - 10 1.5x4 II 9 8 1.5x4 II 3x4 -- 4x6 = LOADING (psf) SPACING- 2 CSI. DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1%0 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 FBC2017rrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 904/0-6-14 (min. 0-1-8) 7 = 897/0-3-8 (min.0-1-8) Max Grav 12 = 904(LC 1) 7 = 902(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1914/0, 13-14=-1914/0. 3-14=-1914/0, 3-15=-2482/0, 15-16=-2482/0, 4-16=-2482/0, 4-17=-1830/0,5-17=-1830/0 BOT CHORD 11-12=0/1277, 10-11=0/2482, 9-10=0/2482, 8-9=0/2482, 7-8=0/1176 WEBS 2-12=-1568/0, 2-11=0/813, 3-11=-724/22, 5-7=-1443/0, 5-8=0/805, 4-8=-824/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Slrongbacks 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 4-5-4, and 190 lb down and 178 lb up at 6-5-4, and 192 lb down and 172 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert:3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-1 17 06 PLATES GRIP MT20 244/190 Weight: 53 lb FT = O%F, 0%E luny. flNu Mwtrypl tt'n+sk'411 G.. I1+hY:S'if! tfl'i 6[h;li'. IteNt t ( ypll,,tt rdeix "p71, i 1d C, s>MfN" brn. PerM hup irtaxm W W dt'. N Iut i,ts; a Sry:l+o.q pry rk di AplNe l INk r.l i. dduNce LN! k't nt UNn: pM nu upN N lk Ihh. k'•Y Mlle. Nn:9fppY ,ntektiN In l4 naltknid. I:t ktMt 1PNY.!I$k In JplfN1l LdNmr lace 'Ir dp NntfptnlpiMi dnirxp ty'.aEt•lyegtndimla pl /NMn`Iktl sltl:lkNAe ltA Nh WxItN.kfn:pt n:tpPrNn hMadtMUNLSxIdIA't W xdtt `ns `<Nt Mltl Ik HlxubNh dke Mn.MOrai ctpkn:N eitd [Ik MNyPu Qil'h CISy T. TQti1 i0 II;, a.t. ryN•'trot;Nendllrn.ur!N/IMe It p1+Y,p.;W Ne pkl. It mtdlk:GWmhNlwpM lnn.x.blxxl Asl:y.;sge usmMlNwbn+l ,td kne •elpw`nd z$0083 Ik4 epi hs.pte me(pstru:illwet lx apsMiOUWlwpanrttal }ddm ptk lnMgftewNep Spm lrintn IXfptltkn at lMMil(1nt:pntxtSM peN,tpWmif lkYte;lt'eytss idmrst MtSEft 1. t:0tu n, ...k Nn"lu 1ppkh e:td•tu rPW twnrrmy 1. di rplpt p.drH. fittmt nl Itt at tpda A% ' cp t.kn .e l"s`n .tat 4451 St. Lucie Blvd. isfntnu p 1ternLt.Srt'epapprpeotrwLLy tas tkYmptmltAnNltitll Fort R'. 4pyriphl t01d bl Pool Luues - AnlAonp I. tombe fit, H. blinductiun of Ilin demneni, m aal loan is ploAibned witbcut the wince pelvisioe Iwm A I tool trusses - Atthoav I. lombe III, P.E. ' erCe, FL 34946 Job Truss — Truss Type Qty Ply RYAN HOMES /LARGO v1 WRCLGI BE9 FL07GE Floor Supported Gable 2 J, I1A0219187 Job Reference.joptiona._-- -----,,_-.-- — Al Knot Trusses, Tortmerce, rt_ 3494b, deslgn(aaitruss.corn Oltf8 0 1 2 26 25 3 4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page 1 ID: hA3xRN 7kHBGY_sQsevncy2zOBnp-zg8KAtiepgwnwLfeOzKeYezrFtxsHRnKt8trPJzuq1 W 011T8 3x3 = 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 3x3 =- 13 0 1 I IT29 oI 14 16-1-0 Plate Offs[1:Ed4e 0 0 12],,L27 0_1-8,0-0-12], [29 0-1-8 0, 0-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Re Stress Incr YESP WB 0.03 Horz CT -0.00 14 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 72 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 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 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard bap npu?wta th nsn. 91 1. 141! :ID$Sf4:,"';. a:tE1L .UI: t .Jlp:'k;llt lii"uM, INN`. lilf4}Mi(06M:1r!rta. !x MSN. pklr4^t w NI wq, N kt?nv; Dl:y. br.xp;':DD, wi+k lu4 r' ft N IF.1;. rNMeue :MIT NN+e nl. Ymt,i E enu ukd wRt 190. M!! Ml;a—ft lwa M. M..,. i1.maMr. N w.W.M. NM,yl rf 01-,." *w;. W"', Anthony 1. Combo I[ , P.E. wnlRsl{n w.;«k;a!:,x ,Iws;s.giMc.erw av,xpwsNgee mi"tiylln...al; «rlrnn r.alu.e l l nuw:.el.Na tMAr ae w+nnlu Iamr ..60q. yul,+r.. .we.,y,rDMal..lu*;,ad+IM 18() nl hJl q M,pww unc+lr. 8e was n tr rt&wal Fua. wt.x. rat l.c q!.ln sdx. Mu.ew t:piwle nwu.1 .d NkgwrU ryNwc. M iM,;MI,w,aA;,NbW:d;eat<nc k;yim.:;n, Msyl Eywnr w>rn,Mwfu7r airs 4451 St Lucie Blvd. en...iawl.11leglp,eNx•»•.!.yMs e.w,nnxN-M.n,Da tpme se illNaryh;ya,.e n.4nin.p+a.l:Nx.Maaq+.:.y,Nsa..anin«eu.n:. zt Fort ?fierce, I. 3494(i epylilM: Y016A1tool Guam dnthoayClomle 111. P.k. try;o/e:fioedllit dnrumsn4meei fele,;e pmkihi!cd.rdkoul the w; 3ten peimssioe LowA 110411 suc dntAoev l.luw6o lll; r.F. Job TFLO8 s Truss Type —A HOMES / LARGO vl WRCLGIBE9 Floor 4 1A02191$8 -- ----..--._------..---_---.._.. erence o tional 0-1-8 2-6-0 rcun: es. Izu s Nov lz zui y rnnc a.1Zu s rvov 12 2u1 / Mrlek Industries, Inc. Tue Jan 16 09:35:09 2018 Pagel 1 D: hA3xRN 7kH8GY_sQsevncy2zOBnp-zg8KAtjepgwnwLfeOzKeYezjRtiQHKYKt8trPJzugl W 1-6-0 2-1-0 1-6-0 3x6 3x3 1 2 3 4 3x4 - 3x3 5 6 13 12 11 10 3x6 .- 3x6 0M Dead Load DeB. = 1/16 in 3x6 7 8 3x6 = t 6-1-0 16-1-0 { Plate Offsets X Y)--11 Edge,O 0-121, [15.0-1-8,0 0 12i [17 0 1-8,0-0-12L_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.18 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.25 10-11 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min.0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard F-4 flmenpryW irnr+pe'tI IJC II:rttu1'iE(llt-e 6(t ll. fFWS L( tCAIICtl V3SiJM qy1 l:ttfK([P;14A Ipa..Vend,Nagle.,Wredextimtvcl!<t:k.f k).14;iCCwtkipUll im,4:.e'..Iduexrkrn NS•enr Udp:ope.u ddN p1410p. edr Fli A, i.., 92 N nW NIMIItpNeW l;r•IrtSDe{y1(Ij MN 5.l, iM:'gM:yIMN '1! MNpr j pplSpttpMRltM:ldMl,drtlNld rykp'lyll51p4N1n)4 IpeK4'0kt)IF r so"N.ft mow, kl)41.':Mfe4p nusM pt W%'r pttt iM*'! An'hony T. Tombo 111, P.E. r! r dp:rto ken MN ynIN yuuMin)dWp.ur.n. Q.uisM!s'r.Nr}tF t<pr ipxnl ter 1p pW;xpn d!ae l4;Ma:WMbrd V«Mpg:Nr pe l!tl. 'Ir ppe dtp :OCW pl hde tdNe `.rnt.wlHK kHiy. u yc ptpNp,p Wuupe Mune etiros4 s!d z 80083 nettaitesgn•wlncx: fY, pR u!eraMttt WlYiteO es NtMNwfdFe MlMy (trydr Sdmtaam 1( .pN.MEN:4 WSki Fr-dxtxNk i,)nti gMwe. IFl aapr ae.•yp5 a+n)s p6 Ms)!Fe l tsr teupu lu, k);}r [e{uep pl lens; rrM•u ptu 4451 5t. Lucie Blvd. lnM.i{e id" t!r:tten 1pW )Nlp.rmy ll et iprAt p!u.N. ell ltNl '1,N1:11ppf it tfi nt 1pwy trigm,Ni, t.e5}F cypenrM p111i1 ti (aadUN x•F: pehtNlNplPLI (ops' gm02016AItoot Times -Whey 1.lomheIII, P.f. leplodu. men ofthisdocumni.inoylore,isptobihiltd.ilhomthe nirteopemssionhens AIlFort Pere, fL 3494600fimsel Atrt onrLlopholll,P.f. Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1 WRCLGI BE9 FL09 Floor 10 1 A0219189 Job Reference (optional) Al KOOT i russes, ron vierce, rc ;i4`zKb, oeslgnLaltruss.com 0-1-8 H i — 2-6- 1.5x4 II 1.5x4 = 3x6 = 0 1 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:10 2018 Page 1 ID: hA3xRN 7kH8GY_sOsevncy2zOBnp-ROhiN DkGa82eYVEgagrt4rWuZG2YOn?U 5odOxmzuglV 1-6-0 2-2-0 1-3-0 Dead Load Defl. = 1116 in 1.5x4 11 3x3 3x3 = 1.5x4 11 3x6 = 1.5x4 11 3 4 5 6 7 8 2 W1 15 d' 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x4 == 15 9-8 15 9-8 - orate Offsets (X,YL [1:Edge,O 0_121[15 0-1=8,0-0-12L_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.24 12-13 >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 I Matrix-S I Weight: 79 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min.0-1-8) Max Grav 9 = 855(LC 1) 14 = 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551,12-13=0/2707, 11-12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007, 2-13=0/1014, 5-10=-595/28, 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 Mew'gnwtMr;rm. WA KSd'kzslI"SR:Er;.A;a11A,I"MSC'U'lli111MM;Vtr t(KL:M (OGY!r7-Ma. rad. oi,! aMxs wd:wl wnph,!,,,IMiss W.:4IN, sis" knee.:!40. IF, .t:.W.—aW Mae ru mi, afir-4 veiw7k IN wh xiet;wanatpar, une nd as f aketed A:rt a s:pma e.*f,04; a a m«w.tC9 earuwswantwea4 rYeuara Wa ,ap ntw ka MR ksq Y xa+1x .stryMiwa 1@8ule a Ihi nes,spsn,nM+w miq,wunw: ,wa;nn Anthony 1. Tombu 111, P E. we »drb, ins Wrria'W:.+le ryrais.:.YMC p Me sa'cwM1xMgraaMMMgss:ga.owi raeM.neR:wlMsrlMNat;Wwl M-: MqM dM3e".,"wewrkele kralm HaWly paW ti*Swwwdl!wq,MlkN!,,. wh9 = ft0083 MIwIMt Ar Msr wl,waeai. Ad aaes x.a aei wl arprmsaY pw.+w,YM4eWy-tgeerw SMsh lMaaew CSC Mk,le/1M rNAla ;xs• Nktaa•N taaa M../Mae,9rspr.aif!SnNhM.pMf.vs,Ynp.:,n:&crp!etaw M.,., Wwlava .Yen 4451 Sr. Lucie Blvd. r8a.!fe k4M 1!rlwa[I yiMq.aw.yh[taan a•d•el.,tr i,n. k,yr hgatr: s 41:MIniNq Or,7r: n:4•fka ErpwaYwe Ndapf."•,y hl,tN ta.: eeaM:Ma1M1 fptt ICfC F, rl. 34946 apyry4t : 7016 A ! Rnol Imssei Aeikaer I, law4a Iil. P.i. lep,tdenien etlkn demneat. iunt lam: a p,eki4ptd a040d1he nines pemasiee lmw A I tool Irenes Aathoay l.leeba Ili. F.E. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO V1 WRCLGI BE9 FL10 Floor 3 1 A0219190 cusses, Fort Pierce, FL 34946, design@a1lruss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov I D:yPUCgGA-ZTgtoRCQb 0-1-8 I11t5xf 11 _....__.— 1-5-0--.._------ -----.2-6-0 ---....._fl._-..__.., 3x3 II 3x3 __ 3x6 ==- 0-3-0 4-5-0 a 0-3-0 4-2-0 Plate Offsets LX,Y)-- [1 Edge 00-12][6.0_1 8,0 0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "'e 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0 23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-P l Weight: 25 lb FT = 0%F, 0%E 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/0 BOTCHORD 4-5=0/736 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 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 nknq-phtle nptryH•renern'4117f IIVii!1I'Vi1tYt 6tl;lA', rI1MSt('t6illCl: (34t 1t iltl;t,elC4;i3!JYfN lp.a. te•Arhupinndn;tdrtdtdetttntlns;)eyel,t.y;'Itt;:MMAdlttll Ixb4e.(. tdnept Yen knre ex odn:dlrnn Vddane TU6.* 14l e:rot Hilt td a IM ne l6hnk•dd. l: :int Oesryt ftpap t +a^tn+ltpap;. na udatry t6D repuedtawnga:wine pde+thtd rgweiq utpnupl%i Mhsye riW sar tl .t lepnN ten IDD ale .da tm.i :,k k+ye tt;enlntn IM p;aanas. tnnlilry Anthony T. Tombo ill, P.E. N nedn:; t: ,ya,1+IlpliclM egavpa•dwi tn.heO.aitwnr .ke>edrlalnlAq De+ya'. a lk: s80083 ntMbt;Aeiya^at(v p+rllaa.,po-evMN6Mirl•mnntMpddw+dM4Vpq(enlataStltryftndwIXVpd+IetplyW4N{pertlphdkptnrr•dtuelklkhastlee.pm,ne w5lm•tr9el.ettDtupnl..n:krptq unsetn,cM.Mapxkss 4451 St. Lucie Blvd. tieehd Wrtd lr e:tf M teed aahrmighd:pr-nrc•d•d. Ilelm,Cvnp Erptaiu tll ne tednp 6etyu+.p l .t.nun:gntn ear anq Allta.h>udx'asptu8htdpIP1I.p, Fort .:f¢e, FL 34946 , oprritdt 0 2DI6 A -I tool hasses Anthny 1. tomht III. P.E. tepmduoioe of t6ir dommot, any loan, it PlAbiled.about the -Iteo ptwwoo hom Ad tool Irrstct Aolhuny t. loaho III, P.1. Job Truss — Truss Type Qty Ply RYAN HOMES /LARGO v1 WRCLGI BE9 FL11 Floor 3 A0219191 1 Job Reference (optional _ _ Al Roof Trusses, Fort Pierce, FL 34946, design a@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:11 2018 Page 1 ID:hA3xRN 7kHBGY_sQsevncy2zOBnp-vDF4bZlvLSAVAep170M6d32BGgcyIK6dKSMyTCzuqIU 11 10 Offsets (X.Y)— f1:Edoe.0-0-1. 0-1-8 3x3 = 5x6 = F"5xVll 13-0 _..._. -____2I ..... .__.._11- -0 __A5x4 II 4 5 1040 1. 5x 2 3 --- i Li 1.5x4 II 3x3 a 7 6 A 3x3 4- 1 4- 1-0 LOADING ( psf) SPACING- 2-0-0 CSI. I DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 I TC 0.12 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 WB 0.11 HOrt(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 5 = 214/0-3-8 (min. 0-1-8) 9 = 214/0-6-14 (min.0-1-8) Max Grav 5 = 214(LC 1) 9 = 214(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 4- 5-0 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0%F, 0%E nrmlrmum,. gr.,+•n.m's tat.n sEt^;CnC;.6(e;et;tnwSeeaootuencilt* uTl.;ntetia:rterixr.eearpupe eexme,eucdwtn•n,1 n:A,p,>,.q,ttt;wa.unrrtiare...:.rteduexeun.re+e•rrruan:at...nraaNnneloP.r t wt a.me:1„in snl r ren nc laone<mn. e:e wrsge.Wme r nnem Eepr ,o,vent: IDh repe:at,w enetrr;eem penewr ntannq,egrsanat a.men{aNroe ::pk in:,emnNnae l00 nlr. ula i+tl kh pnunlnr:.laly.apnn:. r.mliNry Anthony T. Tonha:l;, P.E. xanea•>, t%CNdktKov* sq Ner/IM1 'kryv a 80083 mtw' e.or:*areCe eM lire,te'cramtlpnenrNMnetmlf WresemraryGapaaeeSeh,rkllmrxlplWr"1MSNAee exexapLpmetn/wefr-Iran;frrq,ma.mtwtennkAlhn:ruMerin:r: :gmen of:,rer,ar+wna,: 4451St. Lucie Blvd a3evm lel; eN lr a:rFcl qrM rreaniaq le elerrc we,4 rr lm, Asyetgnn nitt 6e MNar 6es px 1 .i Sn ra apwrert euiMy eli ayAineirx; rr nidrl pieFl. Fort P!etce, FL 34946 opy,ykl da 2016 A -I cool Losses - Anihone I.lamdo III, P.l. Feprndonion of IAis dommem, in one form, is pirrO.1ed wiffrouttht wtinei peannsion from Ad Roof heues - Aothone l.lomito Ill, P.f. Job Truss Truss Type - — Qb rPy RYAN HOMES / LARGO v1 WRCLGIBE9 FL12GE GABLE A02191 a. r nwr 1 rUJOCJ, fVR l'ICI GC, 1-L r —., uC..Y"gn musa.w- Hun: ts.1ZU 5 Nov 12 ZU1 7 YnnC 8.120 S Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:11 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-vDF4bZlvLSAVAep 170M6d32BtgdGlLldKSMyT—zuglU 3 4 0 c+ 0 8 7 6 5 0 Plate Offsets (X Y)-- [1:Edge,O_0-121 L90-1-8,0-0_12L..111:0-1-8,0-0-12] ____........._._.__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 20 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard re.p Mru»a."l-r.er':!ICY ;lusts^s: r.auur!tus t.M_.n.u..ae uml gW000u.:sr*..1„:nk,11 r..w.:ni rN«n+xm,v„:n:+pwn•y.11n::arxwsn.:It.wu!.rt.1,M++, welkMr.,e. mr+t+rw.,+. tm>hxn.tsv xq q.i;rr e llp.+tkAkrt.lMn. Pak MN. l:fl .k,w tglrn yr +^+..prr a Wren t,3,M rxsre:.Mn, dMrrin,aee aywu y nwn,mmMaa k,ry.pa. u•V• lykk r'. t,. W, ain :M. Trl y¢n;.xr+r+ar.q ,a6,.r,. s.*4t, M n.Ah un MarpA.1a M. ...+nyae.I krCwr. k. C.r:, rel N lae.w k+ xM-W.ra Mlu. Raarrf e. vA fn-¢k.a'a, rk AnthoMy T. Tombo Ili, D.E. ryr IuI pw. Uei: .ry+. Id$! 1PIMr.Inii /!Ikl t ecNpwllat pace. iW.W.'NM MCMIINet...IruNlhk : 80083 In t"uiM l4,Heirl.ra,m. In.a. a .rps rewrr>< wl.wre. r. aq :+tw.a sdrteieater. rcr ww art M I al :. ,. gW}e..dpkn tx x!.n M. nir+n,[;r+Mka.+pro+r•.,+an:ran ,.+, Cv.y...r...w ,++wrrr+aa ..k+, 4451 St I.:Icfe Blvd. en.: u khWhr(rnc11rr1.M.n..a#a. r:. Nme.a..n kLr,; fu,q. ,.peer .O.MMW.1 hsq.a.e .,:, 4.sle.!pu.nar I.deq 1::+yMl.'N k'.: ten tAmt..Ml eprt itht a-t01611taollncse+ Rnthon}f. (¢mle III. P.I. tep¢d¢ai¢¢drli,dc<¢m¢nl, is on}1¢Im:3pmpi6iled wilEod 16c+n Area pm ervsi¢e lmmAl t¢¢i6rses A¢16¢¢r 1. iaeA¢IIi: P.E. ForDlrrc e, FL 34946 FJOb Truss --- Truss Type Qty Ply RYAN HOMES If LARGO v1 WRCLGI BE9 HJ2A Diagonal Hip Girder 2 1 A0293 191Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 1- 5-0 1- 5-0 2x4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:12 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-NPpSovmX511MooODh5tL9GbLd4x?Un1 nZ66VOezuglT 3- 5-11 3- 5-11 3- 5-11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud 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 WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 155(LC 4) 4 = 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. ( lb) Max. 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=S.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 1 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 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 (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% 11- 4 lMne tkreryd. imem w'11 Wr• MISS" S:Ndtrs 6G:Ui fNMS / (:+6:X11feS (1'.ifiM RTl l;iACC 11MEe' Ixe, War Au* raseden xl react Wn r t>ts l!.s; k .p:9rMio1;R0': w na 1A.F l In41!:, P L tra—!"! itso7— 9des: dk-u 09.4.r. W rsr N1leiumt9x tn`e '@l b.sNlx flu lmbMMen@. t:. ks4@i4-1"st-ft,hpna,.%—N.mrlDb ep septawpm:eN lkpWtsleM x{mro•imreywuNim4 IN M rok;.Pe l AW44.sha....mna lnst. dr kvpnsmpx@..hMer:nMlw;. smwwt Anthony T. Tombo li, a.E. d dlssl 1—tw""rN,u A: dOelr@n.neQ s@mai.aepeA@McMeiMrymesge@•mM;urtndwn'.s.*:rNMiudlu:igNr@dMI1.»p @d4e'bBeelenMN edw: st.uNEerAseu@Asvge stmdx@wlMxrgsM'.Mwrcyusd+!d.d s8OO83 MMakayAspmllsF: K4 tlmsa.ie:wmMlOmWrkppn:MpnMlmsdge{alley(mp@p1SMpkm.mmMxSrMNskmpinW4nAn@-elwea@4p@ndu4r. it.lMaa;t: eyws•Rraetrsaaanffrl.mDeslyn.ititksPup- .4rnseWaden:uwe:i 4451 St. Lucie Blvd. rax.lse Mink lr r:ma@d epees@wxnmq Nf.MMIndiN. ik lnu Crsy@'.@pmxluril pe Am9ar sks{ea. mi .Slsrm taplrerdmt W*4 Fort ?''.erce, FL 34946 @pgith102016AIRoofbasses AniAomR I. lamb@ III, P.E. Reploduoiot of Ors lorunent. in ear form, is pmbibired.,ti Ot nines pnnissi@o Imm A Roof Ifmsses-Amboay .Iombo111,P.l. Job Truss Truss Type - Qty Ply RYAN HOMES / LARGO vl WRCLGI BE9 HJ3A Diagonal Hip Girder 1 1 A02191914 Job Reference o tional),___ Al Hoot trusses, Fort Pierce, FL 34946, tlesign4paltruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:13 2018 Page 1 ID hA3xRN7kH8GY_sQsevncy2zOBnp-rbNrOFm9s3QDPyyPFpPaiUBVBUGODEGwnmr2Y4zuqIS 1-5-0 1-5-0 — 4-2-3 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 >999 240 MT20 2441190 TCOL 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 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in Laccordance with Stabilizer Installation guide. 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=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) W-9 01 uhwmyur rrnana •+. ur n,s!5,^situ^, rdret; rudsrc.unrn usrax nn x;uca:iULdEa?'Wa.lem, fenppawnw,duN edetrnl,I•„ae:h>r,y;rrm;wwanb.,11M., E:.rt tNp,<u,a.N rn, 9des:Nkta,se UYNKM16P. ert o1olpy.i.1hi Ilp m,e 0-Into":tnei opm.Anthony T. 8008344515t. Lucie Blvd. lli, P.t. QL e; V 2016 A Root husses Anthony 1. Tomho 1W .f. Rep!oludioo of this document. in any form, is prohihded without the w irneo permission hom A I tool irasses Aothany 1. Tomlin Ill, P.I. Fort Pierce. FL 34946 Job Truss — —_ --- Truss Type QtY Ply RYAN HOMES /LARGO vl WRCLGI BE9 HJ6E Diagonal Hip Girder 2 1 A0219195 Job Reference (-optional Al Roof 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. Tue Jan 16 09:35:14 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-KnxDDbnndNY416XcpWwpEhgWFuVDyhW30Qbc4XzuglR 1-5-0 7-8-15 3x4 LOADING (psf) 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 NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide__ REACTIONS. (lb/size) 3 = 188/Mechanical 4 = 101/Mechanical 2 = 428/0-4-4 (min.0-1-8) Max Horz 2 = 75(LC 4) Max Uplift 3 = 114(LC 4) 4 = 83(LC 4) 2 = 307(LC 4) Max Grav 3 = 188(LC 1) 4 = 132(LC 3) 2 = 428(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 2.12112 10 11 12 7-8-15 CSI. DEFL. in loc) I/deft L/d TC 0.84 Vert(LL) 0.28 4-9 326 240 BC 0.64 Vert(CT) 0.29 4-9 321 240 WB 0.00 Horz(CT) 0.01 3 n/a n/a Matrix -MP I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3, 83 lb uplift at joint 4 and 307 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 48 lb up at 4-10-15, and 38 lb down and 48 lb up at 4-10-15 on top chord, and 49 lb down and 10 lb up at 2-1-0, 49 lb down and 10 lb up at 2-1-0, and 18 lb down and 47 lb up at 4-10-15, and 18 lb down and 47 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-1(F=-0, B=-0) 12=-16(F=-8, B=-8) Dyd W Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% ieuq IWu Mrwln. rt•n+Ir'AI l.+G Rusts 64;" IMOO WA " itlllrt Gail!: rfhti t( n;,n lS (8S1lM xTl 1;[1[iiiNM;A'Ixo.fe9rfrxpp+axn,WiWM•!•lut'n:leap9-rnyirKW% 14w11 Ixb,tI.lane•, Yn: ie en+ hat,; a1x+u+ 004adellm. wl WIt. weixex+.xpuxellxgellhnk.ad le Ae.yeiym+e, a Suaahiepax,Aeuare..Rh:rp Isaaneua:eaMpdeuuMeyneenr espexltnra-Mn: aae„y 1.. :kt ulxMNDM,.alxfkl !Mn,.pxungw..lunol,eMax:.twNm'! An.hiny T. Trmbo ill, P.E. W ea•.,I. keyM6ee,k spr,auna•o..+1M.,.d.pa.lwl.xyx,p«,N onolk" r 80083anlwxlatvq; +ern.I ps++r+n oeW« uN as+n:s uwyl aylPq n,enrx«aAnr.;M.a l eya•I a ztnit a ie4+n W(Mel',. Ali— e[, ne lot. •arkp u" wl pwur one tWO4(xyvm Sae@la,am Rlrp ue;anfxUM peur pJr•e TKINYw;V 11O 4AN, e6 &*1Oil1- taxpx,l ti, 1.,f,:,pax sA tm;r,Mrnx wnss 4451 St. Lurie Blvd. rSxnu MMet l; aMna epeN rprn wmyhallnut ma,et tk tn;s Ge;le iynxi Ilrin+6rNry 3es,paxle., Slree:yuxoH lxlly AI:g1aaM l•s •lm MnNutltl Fort Perre, FL 34446 npynthl 01016 A -I ioof Gasses- Amhonyl. lomho Ill. P.E. kepmiooion ofthn iomnnnt. ioolylowis ptohi6itti uit6otlthtr,into pew,sion I. A I tool)nurs- Whonr 1. 16n6o 001 Job WRCLGIBE9 Truss -- — HJ7 Truss Type Diagonal Hip Girder Qfy _ 3 Ply— 1 R AYNHOMES / LARGO v1 A02191 5 Job Reference, Lopttonal)_— Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 , Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:15 2018 Page 1 ID: hA3xRN 7kH8GY_sOsevncy2zOBnp-o_VbRwoPOggxfG6oMER2nvDmPHsoh3tDF4K96zzuglQ 4-11-0 9-10-1 4-11-0------4-11-0 4x4 II 1.5x4 11 3x4 —6 4-11-0 9-10-1 4-11-C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d 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) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 46810-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. 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=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351 /697 WEBS 4-8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1-4-9, 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 Ib down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% ixiy-Nxu nweyM.,Martk'11 UC1 fiJ`.i!1-i(:i[Yi 61AE11, I[mlS t( MIICNS USI x p7t,..Al'.a?[b:nll"I.e. 4*h,iptiwdns xl,M.4n.ar 1•nf 9es Aniy;I[t': aiM AelWyl leab ai,y 1. tducaf Sba Mere ne tides: dlrxse ddN xae lhp..r Wlee n—c to of ue/Mne TN4 d4. Ise ,Mvpfepae!u.Sp'.igl,(y1x:.9: udxmy Nb ep<xlAer eda:rdW pdnnxd xb+ee•iy :yxuNimx MhycGlM sipki cfx,ne/xW NO ah rtle,141.'W4":r"apinixlap:anax:.sxWln Anthony T. Tombo ill, P.E4—MIY 80083 . dxedisr;r •nMWyis tb epnifeandlse R.w.tb nra,'e4sr •el yed.'me l.Wx Mnpr .ik!xk idne .. Se S: Wibltd lrN.at;. le qp 'dip bb al x. MW edMlnft.i Myk +.} a.'y .. irMWhN x7Nmiy lYx M:npiuHbeed nl lw4•q Ang. xe (a'noe:• Afi xas ,n x!i MiCOMlk pum Sal pdel A: dtMtilpp bnyam Sim l»'Rmx'tt,f pdnkeh [a xl SNo me:du WYi pMi: p4,.e. IYlklxelr ntemelfb fexesdbl-r,i0eiipx 1..tkrv;,"—./.ne,iaadrxu..ies; 4451 St. Lucie Blvd. 11Y. iIV 7ddN1 I:N'ecl ipM exeN i'nay l!d!yMa1 Hd tl. rx lrt;i.Y.,p,1pNN'i eCl iEF ladat DfC px.Nl ,11Ygi:epxNFa(Mll.y in la:td'.14 k•ai xf xldiNn1111. Fort P'.efce, rL 34946 opniehi D 2016 A I tool basses Amboey lAombo IIL P.E. Rep odonio. o116S dommem, in ay form, is ptohihiled xithcolfht dine. petmissw from A-1 tool lroues AAthony 1.lnmbo IIL P.E. Job , WRCLGI BE9 Truss J2A Truss Type Jack -Open Qry Ply g RYAN HOMES / LARGO V1 1 A0219197 Job Reference o tional 41 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. Tue Jan 16 09 35:15 2018 Page 1 ID:hA3xRN7kH8GY_sQsevney2zOBnp-o_VbRwoPOggxfG6oMER2nvDtVH-Rh8mDF4K9czzuglQ 1-V 2-6-0 --- — I 1-0 0 - - - -- 2-6-0 2x4 = 2 6 0 -.-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min.0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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 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 twMq No. IIw.gN.i -N'AI 130 rMi1,"if Urk GEM, r"s A(hU11CMSl SUM inl:K(N[1;I,MEe-Ma.ie.,ath:y!pwdns eMom wsMla;I.n:dt:rN-4ytl6,..MeM!4fitrI Iwn:rtt. ldneMt9im!"t.:l. 8dn; dlr.ne dN uIFe 108.*V 14It ,nMrM ptR rMl MesNM a l0abkrod. l:M:msAetq.tWalwa .M;,Nh fMMr'MllMIMm Nh:tpntwsMMupaatddepdatsoW.gaea",,,,-u t0fi•md pd ik sap t ,4y 1-t M M IW MIt.N. In -1 _y Msyon tow W.)'ofin-unnlM+ a .dR:ir Rot n.a IMrmdaa7.MCPeP.Mntw:etM dah.M oe>, Anthony T. 80083 : li, P.E. zt tiat«;Mnrdnl lC ae ii tM 9e lMo e.,day M wl tRi 'h qE dlM'hh aM M.Iwu s dIY .ms. amaq lmdeq. tk'.p sM4ww. mi MMa}wl.rroe n,P,:;l,*d 30033mrx N.' a ae; a!e 1h4 ml ne paoxe: d pxldre d qt Muq (wMMem tda4S1 er. , FL 3494PortPierce, FL 3aoa6 apy"Ibi 0 2RIti A Roof Imsts Amhoap I. Iomha III, P.E. hP10110101 of this lorvnent, in aar farm, is ptohihited withovi the otinel petmitsinn Loin A-1 Roof Lints AalAenr I. lanho ill, P.I. Job WRCLG1BE9 Truss J3A J Jack -Open RYAN v1 A02191Q8 1 Roof Trusses, irruss. om Run: 8.120 s Nov 12 2017 Print: 8.920 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:16 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-GA3zeGpl9_onGQh_wxyHK6mlahlNQbOMUk4i9Pzug1P 0- 1-0-0 30 — 1-0-0 3-0-0 2x4 = I------ 3 0-0 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in floc) I/defl L/d 1 PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 240BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/aBCDL10.0 Code FBC20171TPI2014 Matrix -MP Weight: 11 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 3-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabd¢ers aand required cross bracing be installed during truss erection, in JaccordancewithStabilizerInstallationguide. — REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = -43(LC 12) 2 =-103(LC 8) 4 = -31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard a q lkw.r MngN elk'A1V f10 S4 >((I(t'6EI1'ol, gosfs&('nNo r<rrl N'g71 lAduA; :;MEA. 1. o. Wdt kqp lgwntlnt WrM ax Mw'I.n ie:;,9 a.,q!((G;wgefAnfl l:.slk;;.l(fdaexe YK'iewf k UNe. r—', gnkull,100, kr141kegrrgq: frtr el hi qw to0r ortll l w:.rnt Desryw rwpw!:iw low wlr hllkp;. 1o.0 N r, tooupeal nqe vrepw:r rl l rl.ulW rpwe gtnywuhlnr *INdrt:or d nrtnpwl ,twi-.dnM 100 1, Wa11t1.'M Nt a n.kgpin:.IMgp wwYnx:.tmkllry MAgr(:n:R mkrlbgitiknl .Mk!ON1 Ik0 Nr, ewr•nM wpA w: lk lrwfmou"c n&-04oult(. qr d(rdq 1.w1 gnw:gr d rw(I dlk!Do MnthO4 , ON 'kgtn.r. .t Mtltony T. TCR1 iC ill, P.E. Ikr. t Jn .gawel TsnlrrnhI*t p...1r—K.O vign.' d Z 8(1Q83 w( gnrw(wn.ter..,,e:.raqrtonwnkn dnt p,Awktnnrmlaq(r.p.wasnm(ni-.mrrc,(la(tkAnrin.kswnr kk wnaap:naraw:.nlarn;rrr,p imnaad.nrs.al:.t:ruprr.lh.fn:i,psnnurn:t(wn—nn,; 44515t. Lutie6lvd. rgxwuldgklrs`weni dpwH pwwn.rmgkYl rytrt mMnl. Ik trio Oe,iargnekrh(Cl7w tggnf 0rt pM.ulw:tSttga iapunrat kJkq AP;WWnsw n-90oAnllll Fort Pierce, FL 34946 nprriRAfltRlbd-1400l6ussrsAe(Aonyl.lombolll,P.f. Rnplodoniadolffislocunenl.inonylmm,itproAibikdwiMnmMennnenpmmiuionhenA IRooftrnnet AntAonrl.lonbolli,P.f. . Job Truss Truss Type Qty PIY RYAN HOMES / LARGO vl WRCLGIBE9 J6E Jack -Open g 1 A0219199 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com U4— Rum 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:17 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-kMdLrcgtwlweuZGAUfTWsK16w5YD92GWiOpGhszuglO 0-3-4 5-2-12 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.09 4-7 727 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation _guide. REACTIONS. (lb/size) 3 = 139/Mechanical 4 = 73/Mechanical 2 = 283/0-3-8 (min. 0-1-8) Max Horz 2 = 75(LC 8) Max Uplift 3 = 87(LC 8) 4 = 60(LC 8) 2 = 196(LC 8) Max Grav 3 = 139(LC 1) 4 = 98(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2. LOAD CASE(S) Standard tU., V—O."#Ir MAIOW 11415!S it[t UVW gM6tA0141hl(ISII'm tt't1;AiCCCX'i1illtAt'Ixe..h-drlefor-* t.Ne 99e„odov..".1N16 Ibb. Nh w4krone ps W'N Nh1 r41NIN Noel. lel . Etelp!epow'1l sm"MNE1y .; Nellt'l too 4ip—ar1NCAnthony T. Tembo ill, a.E. W NO04nl S'.I.14gi,IM,etpeNMlnr Ala 1— At NNe At We" N,4w,ant Nn.AAn lr..%Come An INAI»Ht.Ne NC IK-1'hd%!NewNnA SA W Itt" d.64W4 mok.uWo. Wlr..g ud, N w n4N Oar, A -80083 rN M4oy 9N. gx w(e[:ot4•. AINee,tl w aae 106 W t4Kamut ae{Wel t A At Wl6et(oetoa44 e"!le* v xr,tW,,he N lhWH(A.,-ft.N. 'F.. PA., IRI kArttb o.Na,48AMsweme,Afel;nsh;rywr.t.e, ies>,e isrow aN fn.s knrd.a u. N+:; 44515t. Lucie Blvd. o1n,sr lA4Nhn: N•oAt{Nl eNe e.,mghAl pns, wArN. nolN,eFe,4o'.gnNr s eflae te4ai 9es pa.NI,NsSr>tf E,dxw Emt Ndd41 A¢emkl:l'4—* .l.J"Nnnt1. Foit?ietce, FL 34946 upuriEbt r tEldAIEool6usses- Anthonyl.iombolll,f.f. Reprodudioo of M, doronen4 in toy torn, is plohili ed Nithon the wiven ptrmi,siot hom A I Roof Imse, Anthony 1. ienbo lll, R.[. Truss HOMES / LARGO v1 WRCLGIBE9 J7 Al Roof Trusses, Fort Pierce, l Jack -Open 10 A02192QO russ.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09 -35-:18-20182- Page 1 ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-CZAk3yq Ihb2V WjrN 1 M_IPXrCrVgPu V Wfx2ZpfJ IzuglN 1-0-0 7-0-0 { 7-0-0 -- ....-I1-0-0 3x6 II 7-0-0 7-0-0 Ir- Dead Load Dell. = 118 in 0mr; N f ate sets (X,Y)-_ LO-3-8 EdgeL LOADING(psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.86 DEFL. Vert(LL) in 0.10 floc) 5-8 I/defl 818 L/d 360 PLATES GRIP MT20 TCDL 10.0 Lumber DOL 1.25 BC 0.75 i Vert(CT) 0.24 5-8 350 240 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.21 5-8 402 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-O.oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M1Tek recommends--- that Sc-abllfzers and required cross bracing be installed during truss erection, In Laccordance with Stabilizer Installation ulde. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 4 = 156(LC 12) Max Uplift 4 = 64(LC 12) 2 = 165(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/20 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 165 lb uplift at joint 2. LOAD CASE(S) Standard SNNIp IWkIINagNr r;lMenl {I nC II,Yi_S'><tlfl-4{NRL iE11(S{I eJ111LYS r S1'.)d!-MT1,7,41Cw DiMF1-INR. e!'A(FlaM 11f1adMY la TN g1{ N tat Lett i!!Sx{IM!4J1Q.9r.A11w11 lt*4 L.1(. {dtlliF UN!4M't e5! W"Sak'+af I'M. N IQp. w'r M!1 .awev/ix la.knlewwlsata. da to k"P epmr. r 'nitrh}na peuawla.RAryrelNtax!e((w:eMlkl!an3wdxtan•!q!eyMcA!Nryf•nkzrane:ap,I..sWmNNMIODWr.Walnl Y .' kNi!pnslNpxe:xwy;psnx..taMJn An hon T. Tembo':ll, P.E. W uaa:s?:• mINNy;tIM patlYlmdmeOnx.MO aei:ama.:agtaaNMk!IMyDes!prnLer;wnadMle,,M;<:a1MINdIroMapiNlrGPli 'kpnv a1k!OBttlw.he4 f am5m,.a•wyo,rrep. a'tle Mtafltl!wYEMNiP!tlfkM eSrwu4lha z 80083PoeG3M!n3e3}wWfaa:-Mx. il aa-e MaMlOD as nepanrce: we pdda VNt1!{WAy(MpvlO SIIM Ixs:aalN aSr lla keNl>1W4(1Ne:dNlNl:.b flaNdar.Mnela•Ikvm,as'ttpensl::ltlSWalmsaae i,lS:hNpN 1•nsp15!p EapseN ma ll dawllr:!'M. Mili axtrN!tllaauga.nm eNmwnln hdl Nmmdroe INL.sen!c e[taet. 4451 St. Lucie filed. M aM. 1 pl;lpam!:t as{Oss:pa,Nl lcea .apNHawr u!lay eli twM1alNr•e3 al of lehW al/11 apniphl}DId A -I Rool hnsses AmhoayLlomhollLP.l. Repndroioa of lkiilomwent,in day lam t pmbibded NAw the mined pomissm from A-IRool Iniset- Aothon.CloadollLP.L Fort P''.erce, FL 34946 Job ' Truss — ---- Truss Type Ply RYAN HOMES / LARGO Vl WRCLGI BE9 M7G Jack -Closed Girder 1 1 A0219201 Job Reference ioptiona(Z--- --- -- ........--------- 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. Tue Jan 16 09:35:19 2018 Pagel ID:hA3xRN7kH8GY_sQsevncy2zOBnp-glk6GlrwSvAM7tQZb3V xINXAu7QdojpAilNmkzugIM 7-0-0 3-6-0 3-6-0 1.5x4 II 3x6 11 4x4 == 6x6 = Plate Offsets L,Yl:— 1f .0-0-0 0-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 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 N0.2 BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide . REACTIONS. (lb/size) 1 = 1480/0-3-8 (min. 0-1-12) 4 = 1564/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 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=-434/1579, 2-4=-2152f732 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 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 lb up at 3-6-12, and 832 lb down and 265 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) r!'+ig NNu a«wrN. x«. M'1. li)f ?IP;S15; Y'..,,r; .erFA4IItIS A :P!IONCtM4;'ux, IU',C ASCt)Ti!giY:i" Y«. trc3. N s p ne«n5 M r W wes «M5 _+s fksyl he+ug;ta! nI M IpNme " tali m ! (.Ithn«:Gin NWe ne. 5des: ta«•nr tNN m ae tOB. mn M.Ntsa«Mi Apes sMlk SNar ax h:!{N 1efi1. is 11 br y.!yrw e.4r,!dn [M«e«, 4e ted«ml t«0 ttyru«5n«cryMc cb«de;rts nroeuq entasa!e.M is M;NrdMStq!r'rrx gnNmik l?1 eN w«'n: rwkry s "' ""mams.tas,!!. k'7thosty T. Tombo IF, , P.E. sMphthM ,Wit—st r tr«s4am0r-f—W wis~34-e«•hk Ngaspw.atsl «Mgf.n TVWt. id ".* W N -I.l W"'o0%,i00W.Wit ddn«! Is.".. pw.N«en.+SWAavWN.., wokP4r' 'it'st,0 80083 M r«IAIy ( vst MuRaw. lA e«es Ica ae Tpb WLk «nt;Wp,W,endne h!Ow! wlara Seh«al«Me«e i,t 1+WUN1 nwG'1 rd« Nbi peed ryer tty 1«ut nrtirwthiNh5M4ae:d!N tmtht:{r«..r,t:Oetyo!epe«M:,+x MnN«+•«.ilex 4451 St. Lucie Blvd. eN«t:u M«r1 /; r(xY«I eP«/qp+ i.Nrq It d: ilM,mWN. 'k h.l Qtiip feym!:u1;1 MI«N«I I«lqr«.« ne 4!5ha [eprc dMe lwlpry I ivwadws:ren/d«N,e Tnt For: Pierre, -t. 3494L apyngll C 2016A I Paiii asses Aatbaa) 1. Tombs,lll. P.1. mepoduni"of this do(maal.ioony loin.ispmhibdird.4hoonhe .rnen pamnsiaa lmnA I gwll-... Aathoisy 1, tomb. ill. P.E. Truss Truss Type Qcy PIy RYAN HOMES / LARGO vl 1 BE9 VM3 Valley 1 1 A02192G2 design@altruss.com Run: 8.120 s 2x4 Job Reference o Non 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:19 2018 Pagel ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-glk6GlrwSvAM 7tQZb3 V_xINYCuLTdylpAi INmkzugIM 5.00 F-12 B1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 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 FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.____ REACTIONS. (lb/size) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 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/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% MNrn{ IYru YNtpw ea•Yt • ! i iiCS15.5..,;C. SiAilI, IR16t SW!1`YS tYSl::Yq.Fl; V.11AMMAr Ixe. rhea A:q+w sw:w wx x Mt!nt, 0-sy 01- 1?A6''. xd M W.wt t Iqy,§. ll. Idxtbt :Ml{rMt wt :MYti, —'f thlte e h t.aM Yr. l wxM ltxl MN k nto M qr .Q. h b xd. is i i 3r •I:pMx Snr t'.yen; M tld a mt i :pe .....Mtwe x M NNe twd tspwxxl:ttlwiiY:h M #e kY d nr ut l . lel:•lei e h ll'@ yh wr :n e. Ix kt wal:. !M&tAlr A lhony T. iombu W. P.E. kwk+l!tM ItrM4LWt. dYl Oaax a sMAe *N qea, ae kap Al;gw.akl :r:YrdpeN.MlRi wtb .kd wwpiMw M-t. tb gpwd d#t 1A^wet hdl dlbl . wWpNplx{ cwpr .h.MW WNxYq bllxth-nwt+dr!d nt NY/Aet:lluw rm vi. AAwe IM Mt6RwlrN tx w m, xMM xSdx. Mxaenu 4t pM { Mnt Fb rrW.d:ft:+rWMn dAe l:rx; 4. +ss Ws . 60u93 yr +&9 `IeNx 'F+W:dt/b F'WSkt xrd«r Nk d Mw iN 'N+x. t p+?pY,,,w rnt dxd,^+x •dlx Mm•<.eMhxyllaalJ ptrtl M.+a •s^sxl 1, K; pia; m,ht1 'b pint Arty+fyrx'nq;M{xMp Prsq hr sStshY EpwNdwbdxp 1":,1W4,N A.h`xtM bhw h!F i. 4451 $C, L'J:le elVfi. o rti Al: 1016A 1Rnel6sus ArlheeYI.IombeIII.P.1. It wdo;tiono)IAisdotYmeal.inan loan - For' viere, FL 3494E P. 4 P } s pmhipilod x Moo1 iRe amen pelmrssioe Iron A 1 Roal Imnn - Anlhowr I. tom90 III: P.E. Job --- WRCLGIBE9 Truss VM5 Truss Type — Valley Qty 1 PIY 1 RYAN HOMES / LARGO vl A0219203 f Job Reference optional) 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. Tue Jan 16 09:35:20 2018 Page 1 ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-8xl UUesYDDI DI1 ?I9n 1 DUywivlhgM P?yOMMAzuglL 3 5.00 12 1.5x4 II ' 2 tV w1 vQ 5 4 2x4 1.5x4 11 LOADING (psf) 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 FBC2017lTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.____ REACTIONS. All bearings 4-11-6. lb) - Max 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=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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. CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.06 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 0% 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 tMNN• I MGi!xi•FYr:t!+al.{._4ji IU,SES'ti;.r;.N\CU,1.1MilICp8lt.JpS(iStGM;'{tl!tl-.1'[IQf(Bt..V;rr'NsfN:M1 Niy!ptuWt«11eN WK Kp:t hni W;Mt bfs«i ri pml M!1@p«r' Ilpk!d.11.kM!Nl ilM laxt ml. Nt': dk!snl ivet Kl5tt9. W kl'! A<m«nN lkk aap tt.:tewM o?kNtad A:!I 1++T t s/!Er!t:pl«t«.. at K«mlu k!'•+K+«NrePtn dM ra!s!ua: Ny N t,IK+a"MW Rt NtytdM kqk-. 1«a!e1«ett$pd Wa,MI. r«k p oRr Ks. +tW-«aawR:. uman Anthony T. Tomto 111. P.E. W! d Mt 1— 1. M I..M!ti! !«tbwst da< W Ip!!MlN a'rm «1•b+iR,I h"'PW.«W' Vr dik Ot. M RnIM' dMde{:MM M: t%'W 101. lia W. MY 1.It Wq".I Mr.W1.1—W kN,y wKM.4.4erdt44SI St. LucieBlvd, Fort Pier; e, Ft 34946 epyrlp6t" 206A ltpollw, s Art6opytlpmhplil.P.t. tppmdplipe of lAi,dp!ompm,ip ppy lan;, piokl6ited Nitkool Me w,mnpmmnsiop lmmA Itppi1w... Aptpoy 1.Ipmbo Ill: L.t. JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe 772AO9-1010 Nails @ TIC & 24" Strap w/ (6) 1Od x 1.5" ea. end @ BC Attach End Jack's w/ (4) 16d Toe Nails @ TIC 3) 16d Toe Nails @ BC Q 0 r` ttach Corner Jack's r/ (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) e+w, Nwe grrrp,. rt.an Ik'1. r ,r IIN4:t'E;; s}' il511: li1aS R'".'#971tP !.:tip'apN' t;bN:l6C14a"' M• Pie, dn,p,aune, pl,rf eae q!M:. ! •e, trsyn :.xery tYel N kr AdM.' 'naM @ t f bfo ear tin'. Mee ne W iu •Met e. Vrhrar r; IFi. Mr a: wiax kKxmIWM fdas ,ad i:rl s 6,,,e .racer,.. y,.,,w bfirrw, ae ,naaa tk:q, erc •raaedae p{e,tiwY+rwrcr•+w n»nsa, .4, ae k»p allk,ryH ., rpxer 6e tf{rd. :tC`d. ikk wn:w,Nxnt xmryrnMrrr, ,rroxulr AMhnry :. 1or.U3 M, P.F. ar s k t .,,; la iaVq :Re hah Mif 4r?:+or Wt.nr't axhx Wetuvt a.4Weat h:MrrcaMerte tliM@ M:F pa mrW ilbary:Wl mt a ^x gpe,ekN1[pWpr`ait dWrlwts. a;'rta4 aa€n}ax•p a uwae aWxams Atll11M .Mtadw nl as Pnlory 4tzyM rW M W. 4"•. Nl M M ar :C$ NL Rr 1 N ret prr•Yr P 9f MMM aprk+/ex, MLaBFw 7( 1. pMW! 1. N eW *! Maptk. trnrY R 1 WMe, ar:etptu: M Ma; aae lat. (4:`M! x = PO^8 ) M€r+•.r MxMbt.wea+gcrrt warannat er a. p:'+er ac.'rW Ta 4n,s yr. p,raarx ,a;l Ae. New 4r;i t.t., .,.x,n ne.le ix, P'r :.cap ixmrc,rr ens asrlrrar, ..as: S;tl $t. :ti[le 9v6. W prc. n kare 'ka9 irwsrf rrc a. ae e: eiwl a. Fh: op"Imr Ze16Aktoef'"sut Aetlo,YTJ94011 p.I. 4psodaniae aldyluoteet.?ar fue.sp:ohi,1,0•it}oxarkrr,mttpeuattwrhoe.Allowirrstec Aribeatt.'"Al. M, Fort Pier; r•,`L 3304P. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. A-t ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. W, END WALL 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINJ. 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. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.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 S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKAL TRUSS RTI In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL 4e THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WINO 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. fe l NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 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' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. carry l ewrgd..rwv ee'iIg,flw'3\"ti;.FI.VOW Nw, tf"'C' Or- 1'.re. 4nq. Wer 'nu.a tn.*t+' :iwyrkc.ag,igT: p,j N LA_ 1 4-111 yq—Ika* rn *'r' trrYnr ipp.aw e A!pmk, :ilp4 cN b+M e'NMrM l,rl Mupe egara! Spam :agMa'; e. ,04 p eMaa:hWeYee Yd..vrrY sge.a aa mrq. A.k.4he Ar.yr9Ma :atv WrlrlmNlR' `•+M: IkJ. Th bcg rrua4twt +Mr9 +W'xn ..'n 'i T n1 YMcke.wa.taMrg,ruWta'aa.tlae:: M,"rn':Wresrlyw1NL.AR.o trgrrac, cm' 9hlg'.-IV-traa.ctulemn/retl'k Thr4Mr+aNRrl4frtlehMh cYNlrurew."kakaeu.yrasH YrrlekNaaguwb...rfNekp.Y Y.. ornbO :i,P.I:. wsdagarwn aM weRh. +rex ne.,.0 W.eteh r'ame;r ,u ra,pa}4=tc>tne. a.n ? . F.u3e0e6wftFk,%towr*9IN, kayMkierel-Fp4n• 14 #e—f'1"'A 1.N"0% kq1«s s i+aa m.n Yas. 4451 St0e plvA. ns Ore NIm•,kgr rheaicR't4ladaf6r±:pa a .t•shalrFhr+ravkdNg Ip;aNrrq 1.eateratk:A+rfa'RI Fcyr Pierce, FL 34946 loF1"qbl l: 2gliA i lydireim 44*011 te.1tolli. Ellitp4ctproll:;i mil ieoryfma..ipm6ipltrQ.4"t0f.rinee ptrtse4em 41 to.0m., AelA.eey 1. IWA*lu 1`1 DULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 twr* A•1 ROOF TRUSSES 44R' Cr I l I/r!C RL vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. E END, COMMON 3S. OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. eexqhwxe Araglk e.k"M1-'!=i'!'IL,4Si.;,I,.a!L'lLt'[tMSIiQM'tllaKf,.,M't'Y tltaF:.ICGI![\t'We Yerfi kt r. ser.nktmr•wr Mk Tct'.a„tCxtpS\.m,*p@:wlat Laam'lua n}.f[ide•M.t NeN NA"e r;z anM;nAr.-,r slrarwns'M. eM u?Lc.LOL.0 rwet,LxsMn.rb ae'IR L.Ie adl ;Ck.p L kw:,z+aft i.auxrro.c.du.'CArLp,we marpe.Rae rdt,"a+gan,xr m+ara •aMMvpdif,u LM.Iwnsa?t.>a.RrM,Ri.t,t le,gl «,.e,roL,. ,Id ueLw.,«mt-. G^iho sy T. in;*u; i:l, P.E. Rw1,dtRtl.n,MmtlwMaq xa nlaya IndR xxk,•e rM*ndgeraRs,6r{ikumr• rsw:r.deLIMM WMhrawhyy.:LMMIM ISegrnYr#LPtWa fkMudMl,M:acMAugaiRayurppapNipenm{kr[juLtlwM uM.M13d Rji[&i Etida, 9es.11n al laRNk 4f x0t: tN W R! , LV M Nhh M ¢+RIaW a N W.:wy ;.awry Wrn LtvaRla ,Y4S Nhldar k In m! Sk i aL xtaww W pM'R [aOMI. m Wtfi M MtRMaLHtki W Mk oft h- Ati'w.. ue 4 h"qi hpaen: iM six s MwIR#a 4ts 4451 r),. I,tIC.P EIIYC. kcMaa.apt;.kan Lp.w».,E..+.:;ghce[aeKa.d+w Rr:„t.,qx;y«.t n tM,agG.upk,a+„.nKt,yL.td.»b« an pn ww:a,.t.,M.r.L:rl! F,.r,. Pioco, f34946 CRpp ght'1016AItx4lmw-Aa1AerY1.1arRQRIll. f.l. lRo(firsts-Aramt.(omitlli.r".l. JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06 - A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131' = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. GABLE END, COMMON TRUSS, OR GIRDER T R I IRS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. tnwff.NfaNM r....elle'S-,L IY{l.,'}{'.',IY'Gai1112GtM',d Bl.r.'MC.AYILI.',gii t'E'45i..1311fki'k'>r1'nA!Aup nre M.a/:M.Mn fn.Xn'r::i&:x{rkt.!q,iCh:MkiAa.f'saM A![y,.!+n+:.l4e0-de:e}tMr v :Mni a. ar7iA. w.Pf p.,w WkM :NMAf Lfe Metld l,rl !'R "Hak ;i, 4lkk'.:N'.u.`'•+eN ,.Efirtli .fe'Rkret4aea!Me tew,vAN a,Mp"'+4 /r. mteik MMgeNyu :u}+{ NKeNaM7k xE, kfee(14.!. Tkt ".pe f,.af W+aWtra Mwf 4.M4'h ,alit'1Cf Oiyt. aN uNYnit+lW IMMp,:k nlntA Nfitl#1 :..an Ilx '.nBafr,N.pek MLMME}rpr,d^p:tkk ds.fL... 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FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VA SUPPOR 1 INCi 1 KUSStS UIKL(: I LY UNULK VALLtY 1 KUJStti MUS I Ut 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 HTO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) o'e WY+{INu1knt+tt4 rt+kr 6e•{iA:}]1IlySlf it.,l;.i;t:tki{tM:iEQM@IIliM•(:::M•t@"fti;ARk.lttiMllR'kc iklF h,yr{{rn{krsrAer+{.atrIp+ut•,tGer¢Iw+u Ott'Nk; 1MIen! T¢ C,.{!Mkrr+ro tku!olhent MeenoAkr u lwywwIpp nh q'.n•MkeM tahc sk6NrW 44M'IQkbn6l. I:tim;rM t 4 e;,r tpwh'\}4x',Mrf6N '0&•tgn!{t•kkr akedtN pp4xuwN etgwret ryR.M1 ,b At kwpolyr tlwrNMrlkke iil••kb Mn{!' lit kxie tttrA{ae: Mdy:MAM t. wlmlm Amdony T, 1Ombo M, P.[. otr: dtbn llKsM e. tkidat :sMl:stmssAsndM?mk. du rm ,ad{{:et tlfMk Rt tn11a.1hsaps u6e weed At N; Rt IkWM4;a1 W6tt cNt tk lRl a{yoi dttu'09,b nr !uk dt4ln:t xcirkp S'PK snegt asklkaw W{kkYq ee,hn{rcudw4=rtd : 80083 M 14" W4., Nd w.w V uft ttl M U ik TV w{ W pww N f'+ t— d q{ I." [a"—w,d MIIkaBnp';%' itbNthtl lr {II mt St:i tf'd11/O;Nk IeaMN IaAq{f. In 1!{w> flt `I'It11 Mki kd A01ti dtn INu @f qr `•'Ns 6%i1'I (itWlK •t .tt44 R1A+h':C A4t[ fkk' H4 MeN t!{:R\x!glrt ywu nssph Np ttk w+k ia':rst tesys;punr 1451 St. It{:1e QIVti. n. Vl%,Ik" k:qw. k lrn •dro lyyrp dR 6aiMa1 t:5 {ipM1MMhn', mtn Mfatt.p-: fol Re{(e, FL 34946 fww.. wM 81}plkt.l P. wl i,wirw.. {wN.w.f iw,w\.l{t P{ 4ww•wd n,.w wl rk.,Aw......r.ew.«ln..:,n..\An.A.idw.ar4...-n..w...:..nwkww.11 /wd l,.,,...{weA..,l i..,\w {Il f{ FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE. FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. V DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 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. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUDP2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) IOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 4) 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 9. OD NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE1 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5-6-11 6.6.11 11.1-13 20 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 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6.6-11 11-8.14 2X4 SP A2 16" O.C. 3-6-11 4-9.12 6.6-11 10-8-0 2X4 SP #2 24" O.C. 3-1.4 3-11-3 6.2-9 1 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' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING TRUSSES ! 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 2017 T-BRACE / I -BRACE DETAIL I STDTL09FEBRUARY17, WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9(r/ OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 1-BRACE 2X8 2X8 T-BRACE 2X8 1-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 I STDTL10 ' A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 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 TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 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. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d r NAILS (0.131' X 31) NAILS (0.131' X 3'). I ATTACH TO WEBSWITH 3 X- 10d ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) USE METAL FRAMING ATTACH TO VERTICAL 4- ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - STRONGBACK (TYPICAL 0' WALL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) 16 w FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 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) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 rj 128 74.2 67.9 58.9 57.6 50.3 c z0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30• TO 60• STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE A- FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 s swrAib* A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTI.13 1.0 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. 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FL ;4 f fi P r p+ r vlo Pe. , tt ot FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 1 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C xx TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF S' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 ' 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' or. 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. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4(Y) SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 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 tm a mi . 0101 , w ill . w Id ON oq, 4 I.J. w-wo yctmo oq, '-.0 q, iq P.v.bit it . ...... Att. .4!,.p ism mg, 1. j- 1. Wot iql iji'm -'-, 6-w6u At. 11 11.,Pp j ho ", iml m ud.,alt Gippq aqj ; I A ..q..l A--timy i.. 'mml I..j IV 1-41104 4101 -1 P-- 4 P 6"F 4 .. pmn It.q aq, h4p.dS --ij • i I wfoqd.p titoII 10 Nu. M- P tt-0--t-) h-PIM MI I- '-0OJ4d--P ---II tk*.. 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Wp.pu, (.,wwoetmo Bu'uwoul J-f-'j_ t. s.w4 10 -1 D•1np1 0'j.1 ..,--o) P.. pouvu 1,00 p ... u.,.Id..) to b-no q, ndn Al., .1 e 4'L, 8T IEh_...... 0 Z 0 z KI it is x LA: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - r,( j qL j Documented Construction Value: 1 1 Job Address: 4 i. .'?` `('. ` Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: C, r \> (. rr)(3 `_. _) f Plan Review Contact Person: Title: Phone: Fax: Email: J ' ' Property Owner Information L4NameC"1 !1 rY , Phone: l l l - Street: T kd tt Resident of property? ` fn City, State Zi 1•f a 3 < r Contractor Information Name r 1 CT Phone: {l .. ` Street: f;,aC' i t ?..,_ Fax: City, State Zip: tr t 7 State License No.:L_,) Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 e NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of pen -nit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of O%mer/Agent Print Owner'Agcnt's Name Signature of Notary -State of Florida Date 1 lignaturc of ContractodAgcnt Date Print Contractor 'Agcnt's Namc Signature of Notary -State of Florida Date tr pW PAMELA S TERNUS Commission 8 GG 110622 6 Expires August Nou w.e 2 se" Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[:] No APPROVALS: ZONING: COMMENTS: ENGINEERING: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: I I-IM t*1Wei Revised: June 30, 2015 Permit Application 01 Parcel ID: Type of Work: New. Description of Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1, 1, ! r Application No: Documented Construction Value: $ Historic District: Yes No` Residential)Commercial ddition Alteration Repair Demo Change of Use Move- lmbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Phone: 407-323-7515 Fax: 407-323-8954 Email: info "ccapi-orlando.com'•--'` Property Owner Information Name Street: City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box It 17 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-CO57881 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 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 10, 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, stage 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 chase and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sigaatme of owner/Agmt frill 4tmer%Agent's Name Date signature of ContraowA'rInt Signature ofNotaty.State of Florida Dabo Owner/Agent is Personally Known to Me or Produced ID Type of ID A. Thomas Smith Print ContraciodAgern's Name Srgnafirc a 1AerartuCkt-SmM r ; NOTARY PUBLIC E STATE OF FLORIDA Ems 821/2021 Conhwtor/ Agent is X Personally Known to Me or Produced ID Type of ID _ _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechatucal D Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mia. Occupancy Load: „ # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: _.. -- UTILITIES: ENGINEERING: COMNMNTS: Revised: June 30, 2015 FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Pamit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services -Co nsti u(tion Materials Testing • ThieshoId Inspection Building Inspection • Plan Reviews • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1700732.0000 Workorder No: 9404789-1 Report Date: 9/13/2018 In -Place Density Test Report Client: Ryan Homes 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing UES Technician: Sammie Edwards Date Tested: 09/13/2018 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: 3846 Crawley Down Loop (Lot # 101) Type of Test; Material: Fill Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pc}) ptimum Moisture I DryFieldD Density pcf) Field Moisture 1%) Soil Compaction 1 Fill Depthp inch) Pass or Fail 1 North West Corner of Pad 0-1 ft 102.7 10.8 106.3 3.0 104 N/A Pas: 2 South West Corner of Pad 1-2 ft 102.7 10.8 105.3 2.7 103 N/A Pas: 3 North East Corner of Pad 1-2 ft 102.7 10.8 106.4 4.1 104 N/A Pas: 4 South East Corner of Pad 1-2 ft 102.7 10.8 105.6 3.8 103 N/A Pas: 5 Center of Pad 2-3 ft 102.7 10.8 103.2 2.8 100 N/A Pas: Remarks: At time of testing, footings had not been excavated. All tests were performed on the in side of Pad Area. It DESCRIPTION AS FURNISHED: Lot 101, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. TRACT c N 52°50'34'" WCONSERVATIONAREA WETLAND BUFFER) 63.71 ' ab y OL z LOT fO1 M1hry. 50.53' 50.29' k S1 1. 64.18' 26.0 , 9.42' bd 30.0' 8, 79' w N 23.7I' R LOT 102 N ' T ti h LOT 100 N o FORM80ARD FOUNDATON `'•I 1 TOP OF FORMS - 31.90' A o 8.7' in 7.63' 0Q 5.63, 21.3' 5.79' Q J\ CNJI t 35. 12' 35.69' CT 10' U17L ESMT 1, 0-08'25'35' P' R-55.00' L-8.09' D-29.03'11 ' R-56.00' P.R.C. L-E7.89' - - C-27.69' CB-N 50.2329' 1V tp CRAWLEY DOWN LOOP PRIVATE ROAD (R/W VARIES) AS FURNf H PROPOSED - FINSHED SPOT GRADE ELEVATIONS FRONKT- PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' Lr= PROPOSED DRAINAGE FLOW Ala YtO IMPERVIOUS COVERAGE - 2,319f SQUARE FEET OR 27.8R SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 8,3541 SQUARE FEET SIDE - 7.5' FOR 60' LOTSQO PROPOSED FINISH FLOOR PER PLANS - 3L9' LIVING AREA CONTAINS 1,353t SOLIARE FEET SIDE - 10' FOR 75' LOTSQQACONCILANAJIPORCHCONTAINS9661SQUAREFEETSIDESTREET - 25' CRUSENMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS LE9ERR - l[OQU - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 rKALTO 1Y R LO[ NDmx Ir. . D101 rpE "AA: . RDNT ID' REvals[ CURVAlI6E IRA . DIOM ROD FOL . FOOOt fr CMBMID WTNAT6E cx • lAlplEtt IOAR[MT IMP • RADMI 1. iME UfQp091piD ODES lM= COIT6Y RUT TM SLAMY MWIS IM STAt"WS Or IR41W SET FORM 6Y TW M1ORAN BONG OF MM[S90fpl 9110flOR5 An1O IWiQS 91 CN°RIER SJ-17 FLOMa AUMNSM7K COOE PIAtSMMR TO SM97M 72.027. PLORIOL STATUES iR [R IY8' IA VRD 546 MA IRN-RAYI1 KCaNQ[R VI. • I/LTtE92 Fa1T 2. IR4= P16055OL RTTII R.MKYDRS MknW AM 00100 L &'M 801. MIS &W4Y MN OR CW= ARE MOT LMIIL. 1 /WS MIRKY IKf PREAMKO FRW 11RI M71rM710N itu1/ICED N 11C SUNEITM. 1}IERE &Y of OMp M•SiR1CIpN5 l If PLC . CK61LAK0 FM. . FIDMT rRA • r[NI018;N1 REIEACNL[ IQMI[Ni CIO 614NHR5 TONT ARiOT INS M44w, A NO lINO6RBR018N MPRintLA09 WK KW IOCAT0 IR6M OTHU MSC SMOYN. t OENKRLK Ff. . VO4t a Rfdl I3[VATTOH N4D . IMIL L OfTR 94,_ DIMC YTiMOK LIVE a)NS Aft"K PREp9RVFOR Ili tOIE BDTE7TT OF 11106'ECE1IMiD 10 ANDSW"HOT BC RELED WON BY NLY *IMP ENTITY. tN . RIDMI.OI-V°r x B 0ttf0W&n SItlMI FOR MC IOCAIM Oi RiROYBYETOS NOK'ON SN01R0 NOT K UM TO (KCONSIRUOT 60UNO1M' LO&S. ESM: . ( ASDEMT R9. IENTDVO DMM. • IRAINAfd 7. BfARRX:S, ARE &SEO ASStoom uAnN AM ON IM LOW SM W AS 614E K~ BRJ 6. ELSLMTIONS F SNOROC AM MW ON NL1/71LK 6900M WPM OAIW Or to" U uw BOIaR NOIEO. NIL. UTILITT arc . avJN ruEc - 9. MIWI(MTE OF ANNdO1 no, IIu F.SM. rLppac VpfC . cOE1ILIE MAOc sauE 1' - 20'-+ 1 BRAWN Or. ... FG.. • PUM] W OYRVATME F. I. • FKMf DT TAMBOR:T K_ • KSCRVTIM CERTIFIED BY: pAIE ORDER M'a PLOT PLAN 06-01-2018 3485-18 MTA° M o D KNOwa REVISED PLOT PLAN (MOVED AC) 08-30-2018 FOR.& OARD FOUNDATION/ELEVS. 09-12-18 6723-18 NORTH j_ _..__ THISKnDMC/PROPERTY 000 NOT to WRION THE ESTASUSNEO 100 YEAR RMO P1.WE AS PER 1'TRM' 47I1 W. S/ 80 JAMO4C.0R;1.S 4t20NE X' MAP / 12117COOW (09-28-07) CITY OF SANFORD BUILDING & FIRE PREVENTION x; PERMIT APPLICATION Application No: C- PP -- L Documented Construction Value: S t° Job Address:' - Historic District: Yes No Parcel 1D: ResidenHa Commercial U Type of Work: News Addition Alteration Repair Demo Change of Use Q Move Description of Work:'"fi 1 t. 0.,p n u AG. U, ' i1n - U30 r L ` . Plan Review Contact Person: % o-1 I ftrp'y Title: Phone: _ 5 40t-C Fax:LL-tea -325.3 Email: PCs Property Owner Information Name Phone: _ Street: L4. ? c Resident of property? ;AIL y' City, State Zip: Contras for Information Name ,%" Phonq• qo Street: tsr= Fax: q City, State Zip: rt State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Signature,of Notary -State of Florida Date of Contractor/Agent Name 5 lie Signature of No ry-State o Florida Date CHERYL D AKERS c FF998962 EXPIRES June 05, 20 Owner/Agent is Personally Known to Me or Contractor/Agent is _%<Tersonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 PDEL-AIR State Certification CAC032448 HEAt<gHi • AM C0HBffMN6 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0/15.0 4 7,518.00 GRENADA 2.5 15.0 2 4.531.00 JASMINE COVE VERSION 1 2.5 15.0 2 4,368.00 JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION I OPT SITTING 3.0 15.0 3 4,509.00 KEY LARGO 2.5 15.0 2 4,514.00 LARGO 3.0 15.0 4 5.530.00 LAUDERDALE 3.5 15.0 3 4,878.00 LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6.929.00 MONTEGO 3.0 15.0 2 4,828.00 PALMDALE 2.0 / 2.5 15.0/15.0 4 8,219.00 PALMDALE OPT 1ST FLOOR BDRM 2.0 / 2.5 15.0/15.0 4 8,339.00 PARKLAND 3.0 15.0 3 4 911.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT l ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 2 4 295.00 SANDPIPER POINT VERSION 2 OPT SITTING 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4.333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0/15.0 4 8,288.00 SANIBEL VERSION 1 OPT 1 ST FL BDRM 2.5/2.5 15.0/15.0 5 8,940.00 SANIBEL VERSION I OPT BATH 2 2.0 / 2.5 15.0/15.0 5 8,463.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5/2.5 15.0/15.0 5 8,596.00 SANIBEL VERSION 1 OPT MORNING RM 2.5 / 2.5 15.0 / 15.0T 4 8 645.00 Customer Initials 11 ( 1 it (!. 1 Il 0 C \11132148 ml. PI 32i'i J071333-( 001 Revision City of Sanford Response to Comments SEP Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 V Z- q Submittal Date Project A Contact: Ph: G` Email: .` ` ` t o`I- Trades encompassed in revision: Al dma, Plumbing Electrical i Life Safety Waste Water Department Fax: General description of revision: M & & , (. &1) Z:l CA 7 -/ IrA/ ROUTING INFORMATION Approvals Utilities Waste Water itp Planet Engineering Fire Prevention Building :r to- /r• / S l DESCRIPTION AS FURNISHED: Lot 101, KENSINGTON RESERVE., as recorded in Plat Book 81, Pages 8E through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORD (;MY TRACT G CONSERVATION AREA N 52°50'34 ' W WETLAND BUFFER) 63.71 ' t PJPC\09 F gB 0 4, tY LOT 101ti 50.53' 5C'.29' 1 64. 18' o f 26.0' 9.42' o EXTENDED LANAI0 30.0' 8.79' AC w C11 23.71' Y ± 17.73' h ti LOT 102 N - ti n LOT 100 W rl' oa PROPOSED MODEL I LARGO VS 1 - B X GARAGE RIGHT r v E t ENTRY 8.7' i o s 7.63' Y 5.65' -I 21.3' DRIVE ILA 35.12' 35.69' W CAA i0UTIL ESMT WALK D=08'25'35" yo' R=55.00' L- 8.09' P. R. C. ' D= 29°03'11 R= 55.00 ' L= 27.89' C= 27.59' CRA WLE Y DOWN LOOP 1 CB=N 50623 29" W PRIVATE ROAD (R/W VARIES) BUILDING SETBACKS; A_,FURNISHE, PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT 25-- PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' a' ice= PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,3191 SQUARE FEET OR 27.8% SIDE a 5' FOR 40' LOTS UARE FEET SIDE - llLOTGRADINGTYPEAF'F QGy L/OWNGOAREA CONTAINS 1,NTAINS 8,354.* Q353t SQUARE FEET SIDE = 10' FOR 75 LOTS PRO% POSED FINISH FLOOR PER PLANS = 31.9' QQ CONC/LANAI/PORCH CONTAINS 966t SQUARE FEET SIDE STREET = 25' zSFT. NME'.LM? ASCOTT & ASSOC,, INC. - LAN.0 ASUR VE )"ORS` LEGLMp - LEGEND - I. . PLAT' P.D.L. • POINT ON LINE 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658 - 14,36 F = FIELD TYR =TYPICAL NOTES: IT' • IRON PIPE PRI. • POINT Of RCVERS[ CURVATURE T THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE F70RIDA BOARD OF P. IRON ROD P.C.C. =POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES FI • CONCRET[ MONUMENT RAIL RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. E. T I.R. • T/F.' IR. •/01.R 4596 N.R. NON -RADIAL RET. - RECOVERED VA WITNESS POINT 3. THIS SORVEI' WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. q. 11 POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. I' EC = POINT OF COMHENI:EKCNI PRH PERMANCNi REFERCNCE rIDN NT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE' SHOWN. I = CENTERLINE Ff. • FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE. CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY AHY OTHER ["TTr, NAIL = NAIL t DISK B.S.L. BUILDING SETBACK LINE R/ V RIGHT-OF-WAY B.M. • BCNCHNARK 6. DIMENSIONS SHOWN TON THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (S.B.) DRAIN. • DRAINAGE 8. ELEVATIC.NS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERnCAL DATUM OF 1929. UNLESS OTHERWISE NOTED. 1'> uril. uTILIrY 9. CERRFlCATf OF AU 1iURILARON No. IW`98. C1., Fr. = CHAIN LINK FENCE WRFC. WOOD FENCE '—'—'— Lr. G; D CONCRETE OLOCK SCALE F— I" ZO DRAWN BY 4'4 Z— _—..._^,.._.. ..._....._....... I PONTOF CURVATURE yr+ PONT OF TANGENCY DATE ORDER No. i ttLBC. DESCRIPTION CERTIFIED BY: __. _ PADIUS PLOT PLAN 06-01-2018 3485- 18 ALENGI'! 1 u DECELAD TA RLVISED PLOTPLAN (MOVED AC) 08-30-2018 CH., E) CHORD REARING NORTH I . THIS BUILDING/PROPERTY DOES NOT LIE WITHIN - —--------------------- --- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM " .TOM K GRUSEVULYER, R.L.S. 4714 ZONE "X" MAP / 12117CO09OF (09-28-07) JAMES W SCOTT, R.L.S 1 4801