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HomeMy WebLinkAbout3907 Crawley Down LpCOUNTY OF SEMINOLE S IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 DATE: August 28, 2018 35-7) 8 22 BUILDING APPLICATION #: 18-10000750 BUILDING PERMIT NUMBER: 18-10000750 .6 3 0-15 UNIT ADDRESS: CRAWLEY DOWN LOOP 3907 17-20-31-5VC-0000.1150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3907 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 Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PA 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 '_V Z t`jISEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. ' U. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, v U TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE COUNTY OF SEMINOLE IMPACT FEE.STATEMENT STATEMENT NUMBER: 18100007 DATE: August 28, 2018 BUILDING APPLICATION #: 18-10000750 BUILDING PERMIT NUMBER: 18-10000750 UNIT ADDRESS: CRAWLEY DOWN LOOP 3907 17-20-31-5VC-0000-1150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3907 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR 1(L FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 P gle Family HoNeAngDE ORD 9,000.00 1.000 dwl unit 9,000.00 00 LAW ENFORCE N/A 00 DRAINAGE N/A 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. r'l:;I THE APPLICANT, OR OWNER, E MENTIONED IMPACT FEES T WITHIN 45 CALENDAR VVvlzb Ut" KULES UVVEMUNU APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP 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 AfJ, O '1 9 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018114994 Book:9226 Page:482; (1 PAGES) RCD: 10/8/2018 10:27:29 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: 18-3351 Parcel ID Number. 17-20-31-5VC-0000-1150 Ilk SEivii Oatt; 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 # 115 of Kensington Reserve 3907 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 Cif other than owner listed above) Name: NA Address: t( f 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: 6. LENDER: Name: Phone Number. Address: T. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 In addition, Owner designates of to receive a copy of the Llenoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. 6. Expiration Dale of Notice of Commencement (The expiration Is 1 year from date of recording unless a different dale Is specified) WVARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Dayna Mitchell Assistant Secretary Sip a of Ownor or lessee, or Owners or Leaseo's Mdnl Name and Pmulee Slpnmerys TIOMWe) Aulhodred Oftw reaorrPamurlManapeh state of Florida County of Orange The foregoing Instrument was acknowledged before me this day of C .20 18 by Dayna Mitchell Who Is personally known to me IX OR Name Or person meWne sutemenl who has produced Identification 0 type of identification produced: T-2P.CY LEIGH MCDONIALD' 1IV COMM N SI neOYe j r"J',•' i, rrEXPIRFS0tluberair i REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: G Project Name: Kensington Reserve Project Address: I V"Xk-_ Building Permit #: I ' 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. Scott James Faber Ryan Homes Print Name of w Want Signature tf r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Print Name of G . 1 Signature CGC15171 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Homes Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature ofEl. Contractor EC0003096 El. Contractor License # o Florida Power and Light on / / 2 2015 Job Address: 3907 Crawley Down Loop CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18— '3 3 / 3`3'V& 22.00 Documented Construction Value: $ Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-1150 Residential X 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.: Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A CBC1257565 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. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 , S 5. &5 Permit Application 3 (9`_1U NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC 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. 7/31 /2018 Sign re /Agent Date Tracy Mr.Donald Print Owner/ gent's Name 7/31 /2018 Signature of Notary-S of Florida Date ova`Y °v¢ KRISTIN R FERRILL Commission # GG 233069 Expires July 11, 2021 OwneFrIXgent iissi! BvVe"0trs" Known to Me or Produced ID Type of ID dfv 7/31 /2018 Signs r r/Agent Date Tracy McDonald Print Contractor/Agent's Name al Jr::r/27/31/2018 Signature of Notary- to of Florida Date o ra+°vim KRISTIN R FERRILL Commission # GG 233069 o,00" Expires July 11, 2021 t o ww r" 9udpa NOrysomm Contractor/ Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [9 ElectricalR] MechanicalR] Plumbing© Gas[] Roof Construction Type: Vf3 Occupancy Use: F-3 Flood Zone: \C` 5t-1:: Total Sq Ft of Bldg: 5 015 Min. Occupancy Load: 1 (w, # of Stories: Z ArrAcoo New Construction: Electric - # of Amps 2.00 Fire Sprinkler Permit: Yes No or # of Heads APPROVALS: ZONING: 3 UTILITIES: ENGINEERING: M—(C- B-V-18 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. y5• 5 91* I'm P. SUMvcJl`rlami- K , & 1Z Plumbing - # of Fixtures Z0 Fire Alarm Permit: Yes NoE] WASTE WATER: BUILDING: " W to• I. It Revised: June 30, 2015 Permit Application Job Address: 3907 Crawley Down Loop CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 8 •3 3 -T-/ Documented Construction Value: $ I O C>. d[ I wF Historic District: Yes No X Parcel ID: 1 7-20-31-5VC-0000-1 150 Residential X Commercial T_ype_of_Work:_New ©_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 City, State Zip: Orlando FL 32811 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: 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 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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_oLthe-foregoing-information-is-accurate-and_that-all work will_ be done in compliance with all applicable laws regulating construction and zoning. 7/31/2018 Sign re /Agent Date Tracy M onald Print Owner/ gent's Name 4' 7/31 /2018 Signature of Notary-StiYof Florida Date p1 Y vu KRISTIN R FERRILLt Commission # GG 233069 Expires July 11, 2021 OwneF gent " mo VeA" Known to Me or Produced ID Type of ID 4- 1- 7/31 /2018 Sig; n;J70rtt5gcnt Date Tracy McDonald Print Contractor/Agent's Name 7/ 31 /2018 Signature of Notary- to of Florida Date ro1+ Pv, KRISTIN R FERRILL Commission # GG 233069 Expires July 11, 2021 v e oP BondedrmOv4aNOW WMae Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: W ' o 8"3 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF ANFORD 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: 3907 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1150 Phone Number: 407.692,9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: 0 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) O 'FIC L S O LY 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 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3351 Reviewed by: Michael Cash, CFM Date: August 21, 2018 11 1 Application for Paved Driveway, Sidewalk or WalkwayVIncluding Right -of -Way Use & 9 9 Y F 18 7- Landscaping in Right -of -Way www."nfordn.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 dearly identifying the rro.,.e.r.selo size and location of the existing right —of --way and use shall be provided or application could be delayed. CellbetoreyooAq 1. Project Location/Address: 3907 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: ZDriveway Walkway Other: Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application Properly Owner. Signature: Address: 430 Start Date by. H-20 Orlando, FL 32811 Phone: (407) M 9831 Fax: Completion Date Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 07/31/2018 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, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right -of --way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors 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, indemnity, 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 attorneys 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 righl-q Way. I have Signature: Pre -pour Inspection by: Application No: Reviewed: the above statement and by signing this application I agree to its terns. Date: 07131 /2018 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: Public Works Utilities Approved: Engineering VAT Site Inspected by: Special Permit Conditions: Date: Date: Date: Date: Date: S—ZI-Zol® Date: November 2015 ROW llee DAveway.pill 7/31 /2018 SCPA Parcel View: 17-20-31-5VC-0000-1150 RR ppEE CFA PAPPRAISER se..+aceou+n: aannx Legal Description LOT 115 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Proper y Record Card Parcel: 17-20-31-5VC-0000-1150 Property Address: 3907 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 14.000 Land Value Ag Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 1$52,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book. Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0,001 0.001 1 1 $52,000.00 1 $52,000 Building Information Permits Permit ii Description Agency Amount CO Date Permit Date http://parceidetail.sepafl.org/ParceiDetaillnfo.aspx?PID=1720315VC00001150 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me thia day of 200 19 , by Robert Lattanzi who is ®p -rs 9 11TL own to 1n - or o who has produced identification and who did (di, Notary Seal) Rev. 08.12) Notary Public -State of prtd, Commission No. My Commission Expires: 7j 1,(2l a f ur<' OF n6W as KRISTIN R FERRILL Commission # GG 233069 Expires July 11, 2021 UWed nm Budpel NdM %MM I FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl15KensingtonReserveSummerlandKGRNW Builder Name: RYAN HOMES Street: 3907 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 (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft 6. Conditioned floor area above grade (ft) 2421 b. N/A R= ft' Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(235.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor. Dbl, U=0.35 182.94 ft' SHGC: SHGC=0.29 b. U-Factor. Dbl. U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.034 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.097 Total Proposed Modified Loads: 68.08 PASSTotalBaselineLoads: 68.61 I hereby certify that the plans and specifications covered by Review of the plans and O SHE S TA this calculation are in compliance the FFEnergy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. l: Nrrr •:. _°- , ; O PREPARED BY: ` Before construction is completed r DATE: 7-2-1 R Scott Pratt this building will be inspected for O ` A compliance with Section 553.908 I hereby certify that this building, as d ad, is in compliance Florida Statutes. with the Florida Energy Code. COD WE'1i' OWNER/AGENT: BUILDING OFFICIAL: DATE: 7/2/201 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.60 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 7/2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 SQ.FT. CALC.7S 1ST FLR LIVIAG LOW 6a FT. 7NO MR LIVMICa L331 6a FT. TOTAL LIVWG 7,471 6aFT. ENTPi7' 39 6a FT. GARAGE ASS 6a FT. LANAI Va0 ea FT. TOTAL 3019 6a FT. 001/'04TR ATO dAml. O COK41 MfC fo E4/0{/E FOR SSBOOO cum CILL4 @MWEFMIM O KTOI ammYN D I W x 1.0 9 74M-3016 ow 1 14 30M OR 4 30061-3116 3 n 79-M 4 MW-3030 3A n 73-6R 9 2A6/-314 4 33 13)754N 4 w-xw q mew 9 763V-3330 6 n F 4 MAW-3036 WIND DESIGN CRITERIA A. BASK WM SPEED MPN 13 SECOND GUST) NLT. MV ) VASO.116 MPN B. PREFW441. F44EGO M COEFFICE10- 1E C RISK CATEGORY.TYPE 11 D. 00-70UPIE CATEGORY C NOTE, VALUES FOR C0MCPWITS A CLADOPIG P14ESSURs AAA BASED ON TM V+ % DESIWN WM SPEED. FBCR 6TN ED. (70fl) ASJ.OYp TFE6E PRESSURES TO BE MLTIPL(ED B7 0,6 TO MEET THE ALLMAMM OR MOMHAL TESTED VALUES USED BY FR=UCT MMSFACNFWW PROM TO WWU WTALLATM CH ALL FROM ME®B 70 FMOM TIE FMM ROM ILL SE SPRAYED AM TWTW IN BORAIV A TMM TWAIW GFRAT 3 V7' A CABINET SECTION 30'.0• 5' 15._7. 5• 670iP?.Po6i108-{' AFF.OI CPT V-4' CL % I I SEMI TO rATCW I I a-T(P i oa,a•FI6mn1 I ow4v I I16, I I W-0' aA I I 1M.T-OCTA) I I 14'-4' 4,_0. O II II II O II II II 6000 OW7)79-YI I I I I I CIwr I - O'-4yt10'-O I T-'CIA 1 I.-W GREAT ROOM I a6aII IIm ' 1 I •• ; PInG I %)XI $ W.O.4'-1' 7'-10' 6'6 9'-4' 11 II • o lOII—ji 3 4 rl_ K Gfwr C I RAILM 1sti` y' UP I oEL. ti e F JAL JI 6 C aaJc Imo. au 4 FC76iIC=H PET li-1lii I MD& MUxiCu' 4.6N .. C 10,10' 6 17 -6• DeL ICI 1 7'-4- SIC a1 SMY O'-4W'-6' 6C Tom' CCA b T. 6 T-4• CA T m P SAD O a0 - 5'-0' UTILITY SPEC Q Y 61ID 7 ENTRY iCA3o- - 2 CAR GARAGE 9 4-P CIA. m 7-4' Clla - L6E a 7P0 ROOR ABOVE 0 161-0 x 11.0 O 30 7'-6' 16'-0' 7'-6' 8'-6' 71'-4' FIRST FLOOR PLAN SCALE: V4 . I'-0' A R C H I T E C T 6 Design Grou I. 14"N.R014"RCA6411G . IONCW000.0. 77730 PH. 407.7744074 FAX407.7744074 6d.00ty- — M 0- 0003323 BIIIIIIIIII fUDDIV. a &OT. KENSINGTON RESERVE WT 8115) HODZ c SUMIERLAND VERSION/Ol) P'LtcMcT111: 02997.000 115R1 FAQIr. FLOOR PLAN DATE: 6/27/lE3 GCAZM 1/4'=1'-0' B*Ec .T 3 Or 9 orapalr A10 4ALva OD LGAp 6A>c TOO E7P06AE F016 EMD ESR1S CJ114 EQIAI! Tql mE mMlt•O I e EGFE56 5 3665/-3115 3 e 3dw-w 5 15651-310 A 0 304&M 5 75E6/•36.10 IB a 5 7665/-31DTi 3 e EC 5 1E69/-3766 4 e Ter 5 l3431.33A0 5 IS FL 44 4 30651.XM 6 5 6 4 7E65(-SW WIND DESIGN CRITERIA A BASIC UM SPEED MF41 (3 6EC0'0 QWST) VULT.00 / VA60.116 MP11 B. MEMAL FM66UM COEFFICENT.. JS C. FTISK GATEOOlWr-rrFE If D. E7 CATEOOFB' C NOTE, VALUES FOR COMAM ENTS 4 CLAOOM F'IE:SSUM AIM BASED ON Tiff volt DE6KG1 WM 6PEE0. FBM 6T11 ED. (30T) A. , 0. TFEGE FM66UM5 TO BE MILTIPLEa B1' 06 TO FEET TIE ALLOWABLE OR NOMNAL TESTED VALUES USM BT FRO0= MAKFACTURERA t FRQ! TO OW"L StlTALLATIRI OI ALL R APM N@MM 3'-V RM TIE RM F Q R ILL BE SFRAITD MO MAW W190RATE' A TERM MAIM) SHUT IIB'-e 3_ _ /4' 7NDo - 10'-B 3/4' 3ND. - 9'-4' 131%. HT. 0'-O' FK FLR - STAM DATA: 17 HIM= 07'37' 1S TREADS 010' rl' NOSING 7s LAMPM OROP CELLF10 TO - W-W 3) DO FEACM A 0401 am OHM & Rasa MR. j T,m SIT^ L ROOM 2,.4 M-sFOlotc n . EAJ`, , 7b7 eTRPIGEI! , s) 7.O SIM 6 1' KJOCPLA 7f IJNOW s/4' T.6 00------- CAAEO ( NA1FD DM1.74'GG MAX - ------- h4 P.T. F"M 6E0611Ee 6V t6d OJT MALLS 4' OG MAJC STAIR SECTION: 9'-411 BRG. I 10• WI IBd if 3` QTIOI NAL WOL7 FXFA STAGGEPW 3)cs . Lr OC. LNE OF IST FLOOR BELOW r-------------------- i I I 3•-6' '-0' 5'-4' 3'-4- 3'-7' T0'-B' I 6'•7' O30J0 I 511 I 4O 40O Fh EOFMG I iB P I -ILM C 4V CL& Ids I W SEAT ( Y 11M RR'S PDi7N s•MA n ar - C W W-V M WA9. I ® 4!N 0 1'-10• 3'-61mill10' 7.4' m4. 3•-6• I it y-0yg6 B• QQIi WW-V M• I 0 L---- R" 0•aM I' • 10' m BEDROOM 9 rsma- Ta c ;I I Amc I 9 IIW-Vav oPr. I et-eu N4,) 6 4.0 BF 4•-2. ._m. ._8. 4'-7• 3'-B al7A3MF4 DBL. STUD 10'-1' BEDROOM 4 10'-2W'-3' BEE_ LItE OF eT WUC-- ROOR BROW 9 O O 6'-0' 9'.4' 4'-4' 4'-4- V-a, 30.•0. L--------------------------- J LNE OF 15T FLOOR ROW SECOND FLOOR PLAN SCALE. V4 . I'-0' A RCHIT EC T S Grou ion 141R RORAID REAWR SWO LOXCVM0. a 327M AI: 407.7744076 FA7240T•TT4407E iM..O•OwV Y V. Mona$ BIIIIIIIIII r 8 E O t C ounDirv. do L071 KENSINGTON RESERVE UDT 0115) MODEZA SUMMERLAND VERSION/Ol) PROJOCTtj1: 02997.000 115M PAOR: SECOND FLOOR PLAN DATE- 6/27/16 6CALM 1/4•=r-0' BiD P 4 OF 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: mac.: _cam,.:.: c—•:..• :ss;;::r: :s•. .. ;.. ;.i,:q:•.;s....• •.; .t,: •.';i-?,. Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final cZ, 'r'{.. . ',.NiJI'r l:[•7 i1. T,tf•:...., r - •. -^4 u t1:_jj`: f+'. IC!-`'' S,•G,_'.,y rL. i}1;•,.vt(t,.. Fn. m S' a: . s?lk. ,at7'4:: •'F';,...5 .:. iti'..dc:..+ ,tI',..1 _ ) :7 L. Inspection Description Plumbing UndeKgound Plumbing Tubset off Plumbing Sewer 05s Final L•} 1WN Know f1VIECH_ ANTCA'L?PERMIT,;,.,,. 7L.cY.fNSYrr.;.' K l'.•,i.•Y,iw C ?.:'lp}RJ,Ty'x1! y. ';R x ii1 q ^ Y'k , W Ne•,•' Cr arl• " L`CIA v. :n,L'I.i .:::tli.1 MS{v. i.j .rr.=' to r * Q `' ' 'jar'` ' r Inspection Description MinMax10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 . FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot115KensingtonReserveSummerlandKGRNW Builder Name: RYAN HOMES Street: 3907 CRAWLEY DOWN LOOP Permit Office: SANFORD BUILD City, State, Zip: SANFORD , FL, 32773 Permit Number: # 1 8 - 3 3 5 1 Owner: Jurisdiction: 691500 ITA 411- Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 OROn 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) 9InsulationR7 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= fta 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (1112) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(235.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 182.94 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.034 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 fi' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.097 Total Proposed Modified Loads: 68.08 PASSTotalBaselineLoads: 68.61 1 hereby certify that the plans and specifications covered by Review of the plans and VAE SrA this calculation are in compliance w' the Florida Energy specifications covered by this Code. calculation indicates compliance FOB with the Florida Energy Code. um '••.,,L_' ;:„ O PREPARED BY: Before construction is completed DATE: 7-2-1 f4 Rr_ntt Pratt this building will be inspected for O a compliance with Section 553.908 I hereby certify that this building, as d ' ad, is in compliance Florida Statutes. with the Florida Energy Code. COD WE' OWNER/AGENT: BUILDING OFFICIAL: DATE: 7/2/201 DATE: L. X' 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). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.050 On for whole house. 7/2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 F.1iT:7 T,W-IOU&III`7 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Loll 15KensingtonReserveSu User 1 RYAN HOMES SANFORD 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2421 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 115 KENSINGTON 3907 CRAWLEY DOW Seminole SANFORD , FL, 32773 CLIMATE V Design Location TMY Site Design Temp 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 2421 21062.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 21062.7 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 115 ft 0 291 ft° 1090 ft' 11 0 0 1 0 0,38 0.62 ROOF J # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft' 0 ft' Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft° N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft' 0.11 Wood 7/2/2018 2:49 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Omt To Wall Jype Space 1 SW Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 2 SW Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 NW Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 NE Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 6 NE Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft' 0 0 0.6 0 7 SE Exterior Frame - Wood Main 11 29 6 8 0 236.0 il' 0 0.25 0.6 0 8 SE Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft' 0 0.25 0.3 0 10 SE Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' V Wall Ornt ID Frame Panes 1 SW 1 Vinyl Low-E Doub 2 SW 2 Vinyl Low-E Doubt 3 NW 3 Vinyl Low-E Doubt 4 NW 3 Vinyl Low-E Doubt 5 NE 5 Vinyl Low-E Doubt 6 NE 6 Vinyl Low-E Doubt 7 SE 7 Vinyl Low-E Doubt 8 SE 7 Vinyl Low-E Doubt 9 SE 10 Metal Low-E Doubt 10 SE 8 Vinyl Low-E Doub Floor Area 1 459 ft' WINDOWS Orientation shown is the entered, Propos NFRC U-Factor SHGC I INFILTRATION ed orientation. m le Yes 0.35 0.29 e Yes 0.35 0.29 e Yes 0.35 0.29 e Yes 0.35 0.29 e Yes 0.35 0.29 e Yes 0.35 0.29 e Yes 0.34 0.31 e Yes 0.35 0.29 e Yes 0.62 0.29 le Yes 0.35 0.29 GARAGE piling Area Exposed Wall Perimeter ft459 ' 58 ft INFILTRATION ed orientation. Overhang p Area Depth Separation Int Shade Screening N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 N 16.2 ft' 1 ft 0 in 11 ft 6 in None Exterior 5 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 ftN15.0 ftft' 1 ft 0 in 1 ft 2 in None Exterior 5 N 32.4 ' 1 0 in 11 ft 6 in None Exterior 5 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 N 32.4 ft' 1 ft 0 in 11 ft 6 in None Exterior 5 Wall Height Exposed Wall Insulation 8. 7 ft 3 Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000359 2281.8 125.27 235.58 .3229 6.5 7/ 2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 Wall Height Exposed Wall Insulation 8. 7 ft 3 Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000359 2281.8 125.27 235.58 .3229 6.5 7/ 2/2018 2:49 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/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft° DUCTS Supply -- Return-- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programablee Ceiling Fans: Thermosta[[t:]]Y Cooling l jj jj Apr Xj j Oct Nov Dee X1 Jan [X] Feb [X] Mar E 1 May ri Jun [ ]Jul Augri x] Sep i Oct Nov DecVenting [ll[[ ]Jan j Feb [XJ Mar l l pr Jun [) Jul Aug 11 ]j Sep 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 7/2/2018 2:49 PM EnergyGaugeS 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* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3907 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 (ft ) 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: Dbl, U=0.34 SHGC: SHGC=0.31 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 Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft7b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 fl 1 c. Frame - Wood, Adjacent R=11.0 289.33 fl° 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1384.00 ft3 2421 b. N/A R= ft' Area c. N/A R= ft' 182.94 fl' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 48.00 ft' 12. Cooling systems kBtu/hr Efficiency 5.00 ft' a. Central Unit 38.5 SEER:15.00 ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 38.0 HSPF:8.50 3.034 ft. 0.290 Insulation Area R=0.0 1090.00 ft° R=11.0 291.00 ft' R= ft' 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.95 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comDhantd6aZires. Builder Signature: ' Date: 7/2/2018 Address of New Home: 39 r ley Down Loop City/FL Zip: 32773 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. 7/2/2018 2:49 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: 3907 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 1057 (41'C) or below 557 (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 lhermosiphon 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. 7/2/2018 2:49 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 'Y2 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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. 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 MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 7/2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 507 (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. 7/2/2018 2:49 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 (MandatoryN 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. 7/2/2018 2:49 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) O 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 7/2/2018 2:48:24 PM Page 1 of 1 wrightsoft Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone- 407-831-2665 For: RYAN HOMES 3907 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Job: 1-01151(ensingtonReser... Date: 06.03.15 By: BENTLEY Outdoor design DB: 92.5°F Sensible gain: 29920 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.20F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 35266 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32374 Btuh 1080/6 of load Latent capacity: 6085 Btuh 114% of load Total capacity: 38459 Btuh 109% of load SHR: 84% Design Conditions Outdoor design DB: 42.3°F Heat loss: 26616 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 38000 Btuh 143% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output Capacity: 7.2 kW 92% of load Temp. rise: 70 OF Meets all requirements of ACCA Manual S. wrightsoft• 20184u602 14:38 03 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 GRNW\Lot115KensingtonReserveSummedandKGRNW.rup Calc . MJ8 House laces: NW Component Constructionswrightsoffep Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831.2665 Job: Lot115KensingtonReser... Date: 06.03.15 By: BENTLEY Project• • For: RYAN HOMES 3907 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (OF) 16 (M) Method Simplified Wet bulb (°F) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF BWhW--•F hz-•FAiWh BluhAl Bluh BfuhAl+ BfUh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 381 0.091 13.0 2.52 960 2.35 896 fnsh, 2"x4" wood irm, 16" o.c. stud se 216 0,091 13.0 2.52 544 2.35 508 sw 366 0,091 13.0 2.52 923 2.35 861 nw 194 0,091 13.0 2.52 489 2.35 456 all 1157 0.091 13.0 2.52 2916 2.35 2722 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board no 344 0,201 4.1 5.57 1918 4.37 1506 int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 112" se 195 0,201 4.1 5.57 1084 4.37 851 gypsum board int fnsh sw 324 0,201 4.1 5.57 1806 4.37 1418 nw 59 0.201 4.1 5.57 330 4.37 259 all 923 0.201 4.1 5.57 5137 4.37 4034 Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood irm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir outr, air gas, mil no brk frm mat, cir low-e innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft se window ht, 1.17 ft sep.); 6.67 ft head ht sw nw all 2A-2om: 2 glazing, cir outr, air gas, mt! no brk irm mat, Or low-e innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht sw all 2A-2om: 2 glazing, cir outr, air gas, mt! no brk frm mat, Or low-9 innr, se 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, Or outr, air gas, mtl no brk frm mat, Or low-e innr, se 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, Or low-e innr, nw 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 271 0.097 11.0 2.69 729 1.75. 475 15 0.350 0 9.69 145 25.9 389 15 0,350 0 9.69 145 25.0 375 30 0.350 0 9.69 291 25.0 750 30 0.350 0 9.69 291 25.9 777 90 0,350 0 9.69 873 25.4 2290 34 0,350 0 9.70 325 22.0 737 33 0.350 0 9.69 317 22.5 737 16 0,350 0 9.69 158 22.5 368 83 0,350 0 9.69 801 22.3 1843 5 0.340 0 9.42 47 21.9 110 48 0.620 0 17.2 824 16.9 812 12 0.350 0 9.69 116 25.9 311 W rlghttsofft- 2018-Jul-02 14:38:03 t5o Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 GRNW\Lot115KensinglonReserveSummerlandKGRNW.rup Calc - MJ8 House laces, NW Doors 11JO: Door, mil fbrgl type nw 20 0.600 6.3 16.6 334 18.5 372 11 DO: Door, wd sc type n 18 0.390 0 10.8 193 12.0 215 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1384 0.026 38.0 0.72 997 1.41 1955 gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 291 0.068 13.0 1.88 548 0.98 284 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir Insh 115 0.989 0 27.4 3150 0 0 wrilghttsof!' 2018Jul-Jul14:38:03 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 GRNZ\.111SKensmgtonReserveSummerlandKGRNW.rup Calc . MJ8 House faces: NW wrightsoft• Project Summary Job: Lot 115KensingtonReser... 1 7 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3907 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 07-02-18 SRP Desi n Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 21058 Btuh Ducts 5558 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26616 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (W) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He Co in 242? 2421 21176 21176 0. 41 0.21 145 74 Sensible Cooling Equipment Load Sizing Structure 20394 Btuh Ducts 9527 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Ratetswing multiplier 1.00 Equipment sensible load 29920 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 2047 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5346 Btuh Equipment Total Load (Sen+Lat) 35266 Btuh Req. total capacity at 0.81 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K Cond GSZ140421 K AHRI ref 8242633 Coil ASPT47D14A AHRI ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8. 5 HSPF 38000 Btuh @ 47OF 27 0 1283 cfm 0. 048 cfm/Btuh 0. 40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12. 5 EER, 15 SEER 31185 Btuh 7315 Btuh 38500 Btuh 1283 cfm 0. 043 cfm/Btuh 0. 40 in H2O 0. 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid wtr gl tsoTt• 2018-Jul-0214:38:03 tRight- Sure® Universal 2018 18.0.13 RSU23828 Page 1 IM...GRNW\ Lot1lSKensingionReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW wrighttsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: WillSKensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 It 53.0 It 3 Room height 8.6 It 9.3 It heal/cool 4 Room dimensions 1.0 x 576.8 it 5 Room area 2464.8 ftz 576.8 ft2 Ty Construction U-value Or HTM Area (Ili Load Area (It2) Load number BtUWfIL•F) Btuh/It2) or perimeter (It) Bluh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 V I C 12C-0sw 2A-20m 13A-2ocs Blk wall, s 0.091 0.350 0.201 no no ne 2.52 9.69 5.57 2.35 25.91 4.37 396 15 378 381 0 344 960 145 1918 896 389 1506 0 0 303 0 0 270 0 0 1502 0 0 11791y 11 t-C 2A-2om 12C-0sw 0.350 0.091 no se 9.69 2.52 21.97 2.35 34 236 0 216 325 544 737 508 34 0 0 0 325 0 737 0 2A-2om 2A-2om 13A-2ocs Blk wall, s 0.340 0.350 0,201 se se se 9.42 9.69 5.57 21.93 24.99 4.37 5 15 275 2 1 195 47 145 1084 110 375 851 0 0 154 0 0 121 0 0 675 0 0 530 1----G v1 2A-tom 2A-2omd 0.350 0.620 se se 9.69 17.17 22.54 16.92 33 48 0 48 317 824 737 812 33 0 0 0 317 0 737 0 H--G 11 -CG 1y C 12C-0sw 2A-2om 13A-2ocs Blk wall, s 0,091 0.350 0.201 sw sw sw 2.52 9.69 5.57 2.35 24.99 4.37 396 30 341 366 3 324 923 291 1806 861 750 1418 0 0 0 0 0 0 0 0 0 0 0 0Vy 6 2A-2om 12C-0sw 0.350 0.091 sw rnv 9.69 2.52 22.54 2.35 16 236 0 194 158 489 368 456 0 0 0 0 0 0 0 0yl 1-- G 2A-2om 2A-20m 13A-2ocs Blk wall, s 0.350 0.350 0.201 nw rrw rlw 9.69 9.69 5.57 25,91 25.91 4.37 12 30 79 0 0 59 116 291 330 311 777 259 0 0 37 0 0 17 0 0 96 0 0 75 11J0 128-0sw 0.600 0.097 nw 16.62 2.69 18.51 1.75 20 289 20 271 334 729 372 475 20 121 20 103 334 278 372 181R I--D 11DO 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P-13c 0.068 1.88 0.98 291 291 548 284 0 0 0 0 F 22Acd 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 106 Envelope loss/gain 16666 15422 5177 3930 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal pines 6 to 13) 21058 20394 6107 5151 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21058 20394 6107 5151 15 Duct loads 26% 471/6 5558 9527 26% 479/6 1612 2406 Total room load 26616 29920 7718 7557 Air required (clm) 1283 1283 372 324 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 40- w2 sLw molt- 2018-Jul-02 14:38:034MRight -Suite® Universal 2018 18.0.13 RSU23828 Page 1 GRNW\Lo1115KensinglonReserveSummertandKGRNW.rup Calc . MJ8 House laces: NW wrightsof , Right-J® Worksheet Job: Lot1151(ensingtonReserveS... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32711 Phone:-865 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 It 11.5 It 3 Room height 9.3 It heat/cool 9.3 it heal/cool 4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 It 5 Room area 325.0 112 155.0 It' Ty Construction U-value Or HTM Area (It) Load Area (111) Load BluWltZ•F) BtuWltw) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 W C 12C-Osw 2A-2orn 0.091 0.350 re ne 2.52 9.69 2.35 25.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 13A-2ocs Bilk wall, s 0.201 no 5.57 4.37 0 0 0 0 0 0 0 0 2A-20m 0,350 no 9.69 21.97 0 0 0 0 0 0 0 0 11 12C-Osw 0,091 se 2.52 2.35 0 0 0 0 0 0 0 0 2A-20m 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 CGG 2A-2om 13A-20cs Blk wall, s 0.350 0.201 se se 9.69 5.57 24.99 4.37 0 121 0 73 0 408 0 321 0 0 0 0 0 0 0 0 2A-2om 0,350 se 9.69 2254 0 0 0 0 0 0 0 0 2A-2omd 0,620 se 17.17 16.92 48 48 824 812 0 0 0 0 W C 12C-Osw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 2A-tom 0,350 sw 9.69 24.99 0 0 0 0 0 0 0 0 yl 1-G 13A-2ocs BIk wall, s 0,201 sw 5.57 4.37 233 233 1299 1020 107 91 507 398 2A-2om 12C-Osw 0,350 0.091 sw r1w 9.69 2.52 22.54 2.35 0 0 0 0 0 0 0 0 16 0 0 0 158 0 368 0 2A-2om 2A-2om 13A-2ocs BIk wall, s 0.350 0.350 0.201 rnv rrvv nw 9.69 9.69 5.57 25.91 25.91 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0v D 11J0 12B-0sw 0.600 0.097 rnv 16.62 2.69 1&51 1.75 0 0 0 0 0 0 0 0 0 168 0 168 0 451 0 294L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 201P-13c O.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0,989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 216 83 Envelope loss/gain 3573 1937 1431 1143 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 12M 0 Subtotal (lines 6 to 13) 1 4239 33531 1633 1208 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 3353 1633 1208 15 Duct loads 26% 479Y6 1119 1566 26% 47% 1 431 564 Total room load 5358 4919 1 1 2064 1773 Air required (cim) I 1 1 258 211 100 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -V}t wr11gFstB--- 2018Ju1•02 14:38:03 A •- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 GRNW\Lotll5KensmgionReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW wrightsoft• Right-J® Worksheet Job: Lot115KensingtonReserveS... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CQNDITIONING 77531CODISCOWAY, SANFORD, FL 321 hone: 407-831-2665 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 It 3 Room height 9.3 It heal/cool 8.0 it heal/cool 4 Room dimensions 4.5 x 8.0 It 16.5 x 13.5 it 5 Room area 36.0 ft2 222.8 II° Ty Construction U-value Or HTM Area (Ita) Load Area (1t2) Load number BtuWltz•F) BtuWftz) or perimeter (11) Btuh) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 no 2.52 2.35 0 0 0 0 108 93 234 219 C 2A-2om 0,350 no 9.69 25.91 0 0 0 0 15 0 145 389 G 13A-2ocs Blk wall, s a201 no 5.57 4.37 75 75 416 326 0 0 0 0 2A-2om 0,350 no 9.69 21.97 0 0 0 0 0 0 0 0 vj F-G 11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0 132 117 295 275 2A-2om 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 C 2A-2om 0.350 se 9.69 24.99 0 0 0 0 15 1 145 375 yl L 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0G 2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0 W/ C 12C-Osw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0,350 sw 9.69 24.99 0 0 0 0 0 0 0 0 VL-6 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 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 1q/ 12C-Osw 0.091 rw 2.52 2.35 0 0 0 0 0 0 0 0 ZA-tom 2A-2om 0.350 0.350 rnv r w 9.69 9.69 25,91 25.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! f O 13A-2ocs Blk wall, s 0,201 rnv 5.57 4.37 42 42 234 184 0 0 0 0 11J0 0,600 nw 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0,097 2.69 1.75 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cd 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 36 35 Envelope loss/gain 997 484 981 1538 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal pines 6 to 13) 1216 SW 1432 2514 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 555 1432 2514 15 Duct loads 269/6 471% 321 259 26% 471/6 1 378 1174 Total room load 1537 814 1 18M 3688 Air required (cim) 74 35 87 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgFsts9oTe- 2018Jul-0214:38:03 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 GRNMLot115KensingtonReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW wrightsoft, Right-J® Worksheet Entire House DEAQL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 327711CPhND40-8ON665 Job: Lot11Warts! ngtonReserve&.. Date: 05.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 0 It 10.5 It 3 Room height 8.0 It heat/cool 8.0 It heal/cool 4 5 Room dimensions Room area 5. 0 x 5.5 It 27. 5 112 1. 0 x 102.8 It 102. 8 It' Ty Construction number U- value BtuMILIF) Or HTM Btuwftz) Area ( I12) or perimeter (It) Load Btuh) Area ( It) or perimeter (it) Load Btuh) Heat Cad Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W C 12C- Osw 2A- 2om 13A- 2ocs Blk wall, s 0. 091 0. 350 0, 201 no no no 2. 52 9. 69 5. 57 2. 35 25. 91 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy11 C 2A-2om 12C- Osw 0. 350 0. 091 ne se 9. 69 2. 52 21. 97 2. 35 0 40 0 40 0 101 0 94 0 36 0 31 0 78 0 73 2A- 2om 2A- 2om 13A- 2ocs Blk wall, s 0. 340 0, 350 0. 201 se se se 9. 42 9. 69 5. 57 21. 93 24. 99 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 2 0 0 47 0 0 110 0 0 2A- 2om 2A- 2omd 0. 350 0. 620 se se 9. 69 17. 17 22. 54 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 12C- Osw 2A- 2om 13A- 2ocs Blk wall, s 0. 091 0. 350 0. 201 sw sw sw 2. 52 9. 69 5. 57 2. 35 24. 99 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 121 0 0 113 0 0 v C 2A-2om 12C• Osw 0. 350 0. 091 sw nw 9. 69 2. 52 22. 54 2. 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 2A-2om 2A- 2om 13A- 2ocs Blk wall, s 0. 350 0. 350 0. 201 rrw nw rrw 9. 69 9. 69 5. 57 25. 91 25. 91 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v O 11J0 12B- Osw 0. 600 0. 097 rrw 16.62 Z69 18. 51 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A•cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 39 Envelope loss/gain 121 123 320 480 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 0 Subtotal ( lines 6 to 13) 196 148 478 531 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 148 478 531 15 Duct loads 1 26% 47%1 52 69 26% 47 . 126 248 Total room load I 1 247 1217 604 779 Air required (clm) 12 9 1 1 29 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f} - wrsgtieaolt- 2018Jul-Jul14.38.03 A. --- Right - Suite® Universal 2018 18.0.13 RSU23828 Page 4 GRN1MLot115KensingtonReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW wrightfsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665 Job: Lot115KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 it 10.5 It 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 3.5 x 5.5 it 13.0 x 10.5 1t 5 Room area 19.3 112 136.5 it2 Ty Construction U-value Or HTM Area (it) Load Area (ita) Load number BtulVftz•F) Btuft/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Mw 0.091 no 2.52 2.35 0 0 0 0 0 0 0 0 C 2A-2om 0.350 no 9.69 25.91 0 0 0 0 0 0 0 0 Vy ILi 13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0 L-G 11 12C-Osw 0.091 se 2.52 2.35 28 28 71 66 0 0 0 0 2A-2om 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 se 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0.620 se 17,17 16.92 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.52 2.35 44 44 111 104 84 69 174 162 2A-2om 0,350 sw 9.69 24.99 0 0 0 0 15 1 145 375G Vy 1--G 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 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 Vy L_( G, 12C-0sw 0.091 nw 2.52 2.35 0 0 0 0 0 0 0 0 2A-tom 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 2A-20m 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 0 1R 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 1- 0 11DO 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-380 0,026 0.72 1.41 19 19 14 27 137 137 98 193 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acd 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 151 1 98 Envelope loss/gain 195 182 418 828 12 a) Infinration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants 0 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 1331 226 576 879 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 226 576 879 15 Duct loads 1 26% 47°Y, 87 105 2696 479/6 152 411 Total room load I 418 331 727 1290 Air required (cfm) 1 1 20 14 35 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 1- wrle2018Ju1.02 14:38:03 Aft, Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 GRNVALotll5KensmgionReserveSummeriandKGRNW. rup Calc . MJ8 House faces NW wrightsof , Right-J® Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 327711•OND407 aON665 Job: Lot115KensingtonFleserveS... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 It 27.5 1t 3 Room height 8.0 It heal/cool 8.0 It heat/cool 4 Room dimensions 13.0 x 10.6 It 10.5 x 17.0 It 5 Room area 137.6 it' 178.5 IF Ty Construction U-value Or HTM Area (Itq Load Area (It2) Load numberI BtuWltz•F) BtuWlt2) or perimeter (It) Stuh) or perimeter (it) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 no 2.52 2.35 0 0 0 0 0 0 0 0 4 2A-2Dm 0,350 ne 9.69 25.91 0 0 0 0 0 0 0 0 Vjl 13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0 11 12C•Osw 0.091 se 2.52 Z35 0 0 0 0 0 0 0 0 2A-2om 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 2A-2om 0,350 se 9.69 24.99 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0,620 se 17.17 16.92 0 0 0 0 0 0 0 0 t-G 12C-0sw 0.091 sw 2.52 2.35 84 69 174 162 136 136 343 320 2A-2om 0.350 sw 9.69 24.99 15 1 145 375 0 0 0 0 Vy I-i 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 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 12C-0sw 0,091 nw 2.52 2.35 0 0 0 0 84 69 174 162 2A-2om 0,350 nw 9.69 25.91 0 0 0 0 0 0 0 0 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 15 0 145 389 13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 0 R 12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-13c 0.068 1.88 0.98 0 0 0 0 137 137 257 133 F 22Acol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 98 55 Envelope loss/gain 418 828 1048 1312 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 Of 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 576 879 1461 1445 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 576 879 1461 1445 15 Duct loads 26% 47"/6 152 411 26% 47% 386 675 Total room load 727 12901 1847 2121 Air required (eim) 35 55 89 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrsplsltcotR 2018Jul-0214:38.03 C A •-•- • -- -• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 GRNW\Lotlt5KensingionReserveSummerlandKGRNW.rup Calc - M.18 House laces: NW wrightsof , Right-J® Worksheet Job: Lot1151(ensingtonReserveS... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 327711 PhND407-ON665 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 It 0 It 3 Room height 8.0 It heal/cool 8.0 it heal/cool 4 Room dimensions 5.5 x 7.0 It 5.5 x 10.5 II 5 Room area 38.5 Il= 57.8 f12 Ty Construction U-value Or HTM Area (it) LOW Area (Il2l Load number BtuWftZ•F) BluWft2) or perimeter (II) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W C 12C-0sw 0.091 no 2.52 2.35 56 56 141 132 0 0 0 0 2A-2om 0.350 no 9.69 25.91 0 0 0 0 0 0 0 0 Vy 13A-2ocs Blk wall, s 0,201 no 5.57 4.37 0 0 0 0 0 0 0 0 2A-2orn 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0G 11 12C-0sw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0 Vy C 12C-0sw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 2A-Zorn 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 Yy G 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 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 12C-0sw 0.091 nw Z52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0 2A-2om 0.350 rnv 9.69 25.91 0 0 0 0 0 0 0 0 t- 3 13A-2ocs Blk wall, s 0.201 rw 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 rnv 16.62 18.51 0 0 0 0 0 0 0 0 12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 D0 0.390 n 10.80 1203. 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acd 0.989 27.40 O.DD 0 0 0 0 0 0 0 0 6 c) AED excursion 13 5 Envelope loss/gain 169 173 42 77 12 a) Infiltration 105 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants CED 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 274 207 42 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 207 42 77 15 Duct loads 26% 47"/6 72 97 26% 47% 11 36 Total room load 346 3D4 53 112 Air required (cfm) 17 13 1 1 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 40- wrLw ltsoTC- 2018-Jul-0214:38.03 A - --• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7 GRNW%Lot115KensingionReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW wrightsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 327CONDITION665 Job: Lot115KensingtonReserveS... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 it 48.0 11 3 Room height 8.0 11 heallcool 8.0 It heal/coal 4 Room dimensions 7.5 x 9.5 It 1.0 x 379.8 It 5 Room area 71.3 Il" 379.8 112 Ty Construction U-value Or HTM Area (Il2l Load Area (Il2) Load number BtuWftL*F) Btuh/It2) or perimeter (It) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 WLG12C-0sw 0.091 ne 2.52 2.35 0 0 0 0 232 232 585 546 2A-2orn 0.350 no 9.69 25.91 0 0 0 0 0 0 0 0 yl ILi 13A-2ocs Blk wall, s 0.201 no 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0 11 12C-0sw 0,091 se 252 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 se 9.42 21.93 0 0 0 0 0 0 0 0 2A-2om Q350 se 9.69 24.99 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0 W C 12C-0sw 0.091 sw 2.52 2.35 0 0 0 0 0 0 0 0 2A-2Dm 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0 13A-2ocs Bilk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0 2A-2Drn 0,350 sw 9.69 22.54 0 0 0 0 0 0 0 0 Vy I G 12C-0sw 0.091 rrw 2.52 2.35 0 0 0 0 152 125 315 294 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 12 0 116 311 2A-2om 0,350 nw 9.69 25.91 0 0 0 0 15 0 145 389 Vy 13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0 11,10 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 00 R 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 0 11 D0 0.390 n 10.80 1203. 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-421 1 103 Envelope loss/gain 51 58 1726 2330 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal pines 6 to 13) 51 658 2*181 2563 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 658 2448 2563 15 Duct loads 1269b 47% 14 308 26% 47"/, 646 1197 Total room load 65 966 3094 3761 Air required (cim) 3 41 149 161 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. C f* wrlgFsemoR 2018-Jul-02 14:38:03 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8 GRNW\Lot115KensmgtonReserveSummerlandKGRNW.rup Calc - MJ8 House faces: NW Duct System Summary Job: Lot115KensingtonReser... wrightsoft' Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: RYAN HOMES 3907 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.270 in/100ft 0.270 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 112 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 c 1290 35 55 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 1290 35 55 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2121 89 91 0.374 6.0 Ox 0 VIFx 21.0 70.0 GREAT RM h 3859 186 162 0.280 8.0 Ox 0 VIFx 29.4 92.0 SO GREAT RM-A h 3859 186 162 0.291 8.0 Ox 0 VIFx 24.7 92.0 SO LAUNDRY c 966 3 41 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 3761 149 161 0.411 7.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 779 29 33 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3688 87 158 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 418 20 14 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 247 12 9 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/KITCHEN h 5358 258 211 0.270 9.0 Ox 0 VIFx 33.8 92.0 st1 POWDER h 1537 74 35 0.283 5.0 Ox0 VIFx 28.0 92.0 st1 STUDY h 2064 100 76 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 804 646 0.270 576 16.0 0 x 0 VinlFlx st2 Peak AVF 200 283 0.296 520 10.0 0 x 0 VinlFlx wrightsoft. 201"ul-02 14:38:04 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 C A...GRNW\Lotll5KensingionReserveSummerlandKGRNW.rup Calc . MJ8 House laces: NW 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 Ox0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsoft• 2018,1ul-02 14:38:04 C „„.,.,.„,., 1— Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 GRNW\Lot115KensingionReserveSummerlandKGRNW.rup Calc . MJ8 House faces: NW 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1115KensinglonReserveSummerlandKGRNW Builder Name: RYAN HOMES Street: 3907 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 any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pxtpnd heh"nd 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 sorinkler cover olates and walls or ce"linas- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/2/2018 2:49 PM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 w•'ir" i y r. M s N rn mom 3' bath duct _ o It1 K ty1 to roof cap g ,L 14xe leca y Nutone 6 6RNB v O160 sesa -Z - 09• i 1O310 2.cd 210 w V pp i I 1 4- II n I I I I _ _ x 14x8 lecd i 9• II 0! 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CFd4rw7jv, its .._ v ' _' /'%l./. evi o Nc Sq vF R o gRTtv1G, 18-3351 L// A. N j Loaq z 4 DESCRIPTION AS FURNISHED: Lot 115, KENSINGTON -RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORD COPY TRACT J POND-O LOT 116 5.00' e.C.- - 2J5.00' S 40013'15" W 40.00' 40.00' 8P /8 3-45( ZONING q! DATE at. Ok to construct single family home with setbacks and impervious area shown on plan. 40- 510 tee. SVMVw1f(0.hd-f—' i 6r?- LOT 114 CRA WLE r D 0 WN LOOP 50' PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS L; bt IEMA(;ICs: as hUKNISNEDPLOTPLANONLYNOTASURVEY PER DRAINAGE PLANS FRONT FRONT 25 PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW 5 IMPERVIOUS COVERAGE - 2,2311 SQUARE FEET OR 48.5X SIDE 5' FOR 40' LOTS LOT GRADING TYPE A QO LOT CONTAINS 4.6001 SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS a 3I.J' LIVING AREA CONTAINS 1,5481 SQUARE FEET SIDE 10' FOR 75' LOTSQQ CONE LANAI PORCH CONTAINS 681t SQUARE FEET SIDE STREET - 25' CRUSE/MEYER - SCOTT L:JL. A S'SOC. , INC. - LAND SURVEYORS LEGEND - LEGEND - P . PLAT rJU- • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, rL. J2607 (407)-277-32J2 FAX (407)-658-1436 F • FIELD TTP. • TYPICAL I.P.. IRON RODPIPE RL POINT Or CONmOUND LiRVATURC PONT OF ROVERS[ CURVATURE IAA IRON • NOTES., V THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS INC STANDARDS OF PRACTICE SET FORTH BY THE FIDWOK BOWD OF CA AP, CONICIUCT[ IONI N7 RAP, •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W GRAPIER SJ-t7 nOR/DA ADM//U$TIG1M CODE PTRSUAM To SECTION +72.027. FLORIDA STATUES SET I.R. • 1/2' IR../•LB 4596 Hit. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. TINS SURVEY MAP OR COPIES ARE NOT VAUC. IT • RECOVERED vP. • VITHESS POINT J. THIS SURVEY WAS PREPARED FROM TIRZ INFORMATION FURNISHED TOTHE SURVEYOR. MERE MAY BE OTHER RESTRICTIONSPIRA . OINT Or DEGIINIHO CALL. CALCULATED F."'• POINT Or COMMON CENENT RK • ERNAIAN7 REFERENCE MONURIENT OR EASEMENTS CHAT AFFECT TUS PROPERTY. NO UNp}FGROUNO /YPROVEY[MS WAVE BEEN WCAIEO UNLESS OTHERWISE SHOWN. NLD . CIL tar"' BSL. . BUILDINGr. hmisHED FLOOR KILVIACT10f1 S. iMR SURVEY IS PREPARED FOR YK SOLZ BENEFR OF THOSE CERTIFIED ro AND SHOULD NOT BC RELIED UPON BY ANY OTHER ENTITY. ' R/v • RIGHT -OF -VAT DA • BENCHMARK B. DOIENSICKS SHOWN FOR THE LOCATION OF IMPROWMEMS HEREON SHOULD NOT BE USED ro RECONSTRUCT BOUNDARY LINES. CSMT. • EASEMENT SJ. • BASE SCARING 7. BEWNGS, ARE OASEG ASSUMED 91ATUM AND ON THE LINE SHOWN AS BASE BEARNO (0.9jDRAIN. DRAINAGE UTIL. • UTILITY B. ELEVATIONS. IF SHOWN. ARE BASEC ON NAYM ML GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERWISE NOTED. CLYC. CHAIN LIMK FENCE B. CERTIFICATE OF AUTHORIZATION Np +300. vDFC. • VOOD FENCE C/P CONCNKTE LOCK •.• P.C. POINT OF CURVATURE SCALE 1' w 20 DRAWN BIR A P.T. DESCRIPTIOUH T CERTIFIED BY: RESC• us L : IABC LENGTH PLOT PLAN 05-26-2016 4125-16 0 • DELTA I,. • CNDRD C.B. CHORD REARING NORTH THIS BUILOINC/PROPERTY DOES NOT LIE WITHIN S ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* TO X. USENM R.U.S. / 4714 ZONE 'X' MAP / 121170009OF (09-28-07) SCOTT, R.L.S / 4601 RECORD COPY 1 City of Sanford Building and Fire Prevention Product Approval Specification For Permit# # 1 8 " 3 5 SANFORD I O' OARTM Project Location Address 3 a l/t [3.t.t G A A _ D Ou—\ (1 As required by Florida Statute 553.842 and Florida AdministVAtive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging 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 Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # includin 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 Certain'reed Corp. Certain'reed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Undedayment 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 - 2B 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 a Aml ROOF TRU55E5 A FLORIDA CORPORATION ti o O 1 wLoQM co 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.A1 Truss. com TRUSS ENGINEERING BUILDER: RYAN HOMES r g PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT.115 / MODEL:SUMMERLAND / ELEVX / GAR R JOB#: 72784 MASTERM WRCSUKL OPTIONS: LANAI 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. A44 TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL JOB #72784 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #115 Address: City: Model: SUMMERLAND "K" Subdivision: County: VAIRES 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 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 44 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 I1 A0038670 A01 618/18 13 A0038682 CJ3 6/8/18 25 A0038694 FL06GE 6/8/18 12 A0038671 A02 618/18 14 A0038683 CAP 618/18 26 A0038695 FL07 6/8/18 3 A0038672 A03 6/8/18 15 A0038684 CJ5 6/8/18 27 A0038696 FL08 6/8/18 4 A0038673 A04 618/18 16 A0038685 D01 6/8/18 28 A0038697 FL09G 6/8/18 5 A0038674 A05 6/8/18 17 A0038686 FG1 618/18 29 A0038698 FL10 6/8/18 16 A0038675 A06 6/8/18 18 A0038687 FG2 6/8/18 30 A0038699 FL11GE 6/8/18 7 A0038676 A07 6/8118 19 A0038688 FG3 6/8/18 31 A0038700 HJ6P 6/8/18 8 IA0038677 B01 6/8/18 20 IA0038689 FL01 6/8/18 32 IA0038701 HJ7 6/8/18 9 A0038678 B02 6/8/18 21 A0038690 FL02 6/8/18 33 A0038702 J6 6/8/18 10 A0038679 B04 6/8/18 22 A0038691 FL03 6/8/18 34 A0038703 J6E 6/8/18 11 A0038680 CA 6/8/18 23 A0038692 FL04 6/8/18 35 A0038704 J6P 6/8/18 12 A0038681 I CJ2P 6/8/18 24 A0038693 I FL05G 6/8/18 1 36 A0038705 I J7 6/8/18 the truss drawing(s) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineers 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 forthetruss components shown. The suilabJdy and use of components forany partiwtarbuilding is the responsibility of the budding designer, perANSVrPFI Sec 2 The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents ( also referred to at tunes as'Structural Engineering Dowmentsl) provided by the Budding Designer Indicating the nature and characterof the work. The design criteria therein have been transferred to Anthony Tombo ill PE by [AI Roof Trusses orspeafic bnation]. These TDDs (also referred to at times as'Structural Delegated Engineering Documents') are specialty structural component designs and may be part of the projects deferred orphased submittals. As a Truss Design Engincer(ie, Specialty Anthony T. Tombo III Engineerj, the seal here and on the TDD represents an acceptance of professional engineerI responsibility forthe design of the single Truss depicted on the TDD only The Building Des gner is responsible forand shad coordinate and review the TODs for 40 Bou 83 OW AM eemeeo- v A; , fib r•: xa am R1 — 4- so corrpatbddy with theirwritten engineering requirements. Please review allTDDs and all related notes. Anthony Tombo m, P BCA221000000004C1287DF 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. , 44# -="= TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL No. Seal # Truss Name Date 37 A0038706 L01G 6/8/18 38 A0038707 L02 6/8/18 39 A0038708 L03 6/8/18 40 A0038709 M6 6/8/18 41 A0038710 M6E 6/8/18 42 A0038711 MG7 6/8/18 43 A0038712 VM3 6/8/18 44 IA0038713 VM5 6/8/18 45 STDL01 STD. DETAIL 6/8/18 46 STDL02 STD. DETAIL 6/8/18 47 STDL03 STD. DETAIL 6/8/18 48 STDL04 STD. DETAIL 618/18 49 STDL05 STD. DETAIL 6/8/18 50 STDL06 STD. DETAIL 6/8/18 51 STDL07 STD. DETAIL 6/8/18 52 STDL08 STD. DETAIL 6/8/18 53 STDL09 STD. DETAIL 6/8/18 54 STDL10 STD. DETAIL 6/8/18 55 STDL11 STD. DETAIL 6/8/18 56 STDL12 STD. DETAIL 6/8118 57 STDL13 STD. DETAIL 6/8/18 STDL14 STD. DETAIL 6/8/18 E5859 STDL15 STD. DETAIL 6/8/18 60 STDL16 I STD. DETAIL 6/8/18 Page 2of2 Job Truss Truss Type ON RYAN HOMES / SUMMERLAND A0038670 WRCSUKL I A01 I Hip Girder 1I JPtY 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, deslgn@atlruss.com tin MT7nWR= Run' 9.330 s 8,21 May 16 ZU15 Phnt: 6.ZlU s May 1t1 Zola milek InCIU51nes, Inc. Fn Jun 8 lb:3ti:lb ZUIb ID:?s00vllzBGko2hFpRYibzzzOpep-t91HdEHLk4ZVBHk6E3RWaSZZOsHnefGrLICV 17-7-7 234.0 30-0-0 31-" 1. 25 26 " 27 28 11 29 30 31 400 = 20 11 4x10 = 700 MT20HS= 20 II US = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.35 10-12 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.51 Vert(CT) 0.70 10-12 516 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS Wind(LL) 0.41 10-12 873 240 LUMBER - TOP CHORD 2x4 SP M 30'Except* T2: 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 2521/0-3-8 (min. 0-2-1) 7 = 2520/0-3-8 (min. 0-2-1) Max Horz 2 = -59(LC 9) Max Uplift 2 =-851(LC 4) 7 =-851(LC 5) Max Grav 2 = 2521(LC 1) 7 = 2520(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5911/2012, 3-18=-7295/2562, 18-19=-7297/2562,4-19=-7301/2563, 4-20=-7296/2560, 20-21=-7296/2560, 21-22=-7296/2560, 5-22=-7296/2560, 5-23=-7331/2577, 23-24=-7326/2576, 6-24=-7325/2575, 6-7=-5907/2011 BOT CHORD 2-13=-1768/5395,13-25=-1770/5431, 25-26=-1770/5431, 12-26=-1770/5431, 12-27=-2462/7326, 27-28=-246277326, 11-28=-246277326, 11-29=-246277326, 10-29=-246277326, 10-30=-1776/5427, 30-31=1776/5427, 9-31=-1776/5427, 7-9=-1775/5391 WEBS 3-13=-567761, 3-12=-767/2214, WEBS 3-13=-56f761, 3-12=-767/2214, 4-12=-757/494, 5-10=-775/497, 6-10=-785/2252, 6-9=507752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl , GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate gnp D0L=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 851 lb uplift at joint 2 and 851 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13-0-12, 123 lb down and 139 lb up at 15-0.0, 123 lb down and 139 lb up at 16-11-4, 123 lb down and 139 lb up at 18-11-4, and 123 lb down and 139 lb up at 2D-11-4, and 248 lb down and 270 lb up at 23-0-0 on top chord, and 383 lb down and 91 lb up at 7-". 88 lb down at 9-0-12, 881b down at 11-0-12, 88 lb down at 13-0-12, 881b down at 15-0-0, 881b down at 16-11-4, 88 lb down at 18-11.4, and 88 lb down at 20-11-4, and 383 lb down and 91 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Dead Load DO = 3181n 400 = PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 172 lb FT = 10% 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=-00, 2-7=-20 Concentrated Loads (lb) Vert: 3=-201(F) 6=-201(F) 13=-383(F) 9=-383(F) 18=-123(F) 19=123(F) 20=-123(F) 21=-123(F) 22=-123(F)23=-123(F)24=-123(F)25=-71(F) 26=-71(F) 27=-71(F) 28=71(F) 29=-71(F) 30=-71(F) 31=-71(F) 10q•Ikto owg*n•k.b'11 n0 IlmrVuLn 1111111 I105 I("KN MICKrIcIr, 1[Ut111K4, br.It* Mlp letdondtddn .Ta Ims IrWbwgPWjdb l.IhyI l bIt lLI- RwWnm 6bsNecnst MN b al. skM1lssetb rinssHlbntlbblApb Hd Isrlrnt lssq lq.opt, Irtotq dpM,buNwglWsgmasalotruf bpUsOd nNn9rny Wllhhbhf*Nbtgtlnndlmlwid a0 u¢.dslhl. AlwpmuMwakNq dowt"007 Anthony T. Tombo III, P.E I dtoNblonsbgW4pkbsgw$InfbO.w.bO.iswsYdgf.bWrgMsgr,.bmk.NbRbKdbkdl.flgsNtdlM1l ikgmlNblAdsbtltuNWCmtdtilb mq..WWdkogdt0bbnq.Wod a 80083 410.1hilwduawn.Ua» low. b IWdboondrdbm Nb dlq 4.pMWq lbw.par~19 llld Wl ottfineNbpoodp4o.1I Moll 4onpnAMo ofdeofSo, lms hu". loss limp tqw d Ions b.bmo, Wnt 4451 St. Lucie Blvd tlo. b Abtl h rfsr/goltq..Ng h O1wn bshti h Ions dur Ispwo k ICI b Mlghspo.o lntslty. bpas Itq e4q U spfbN ro nrs Mwl bml q Fat Pierce, FL 349e6 rppgU01016AI [ III bottel•A11bog1.IN*$Ill. PJ ttpdroioolibis Imam ieIll lokitpol'nrd.ilacetThe +rilrclp"stinhonA•Ikill bnxs- WWI, l.lwto10,F.1. Job Truss Truss Type oly Ply RYAN HOMES / SUMMERLAND WRCSUKL A02 Hip 1 1 A0038671 Al Rmf Tmcaec KnA Cal— rl W"a ., Job Reference (optional) y..w 4x8 = s r mey rocv ro rnn(_ a.nu s may is zuits mi i ex industries, Inc. Fri Jun 8 15:36:17 2018 Page 1 4x8 = Dead Load Dell. = 114 in 1.5x4 11 US= 4x1 = 1.50 II 4x1 = 3x8 = LOADING(psf) SPACING- 2-00 CS1. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 8-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-17 812 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.29 8-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 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 5-7-11 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) 6 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 6 = 357(LC 9) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1547, 34=-2394/1722, 4-5=-2394/1722,5-6=-2355/1547 BOT CHORD 2-11 =- 1221/2086, 10-11 =-1 221/2095, 9-10=1227/2095, 8-9=-1227R095, 6-8=-1226/2086 WEBS 3-11=-1 1/364, 3-10=-218/518, 4-10=-373/342, 5-10=-218/518, 5-8=-11/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will rot between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 130 lb FT = 10% q r4ru tsrgtll r u.b'l I1Jr1 ali16rYUIrt QriW flbi{ifplpAG110lallt 7 t(acrLmlrbw klr rly pr.rhndmrwn rslms Saw 11"llill r I11-11 lark, It rl t/.uo um W,m Iolnsmrr.er.Ms asm.y oldmrq la+rsurrdbrnl rm s„hmbgr[y.pr.Slcwrtrpr rrwggllpryews.op.,rollamrrh,apr.y..lrrrrwsp+rgylhruarmlwr11pw1.dsltil lrwpnrq.,Idg rmrnrmardmolts [msbghall.4hrmlrrdir;rren.11a,.blydq x6Wks halprr..rr anrgldLlKdrbdl.Y;rWdIFIIr rnlr lrld;hwnlr lm rhb141rlgrgrvgllsdYggdflrrn.plilrlr AnthonyT.80083 11, P.E. rkklbsfcdrrrr: dim ww.r= ad III rrwuf 1polsam lies won(q N Will p opAlir lIF Ad Wl wrbgrlb Paola Flow VrI VnVrryrdllandt+mf[41nt = 80083 Mrpr,Um tsPWro Ilmlydnu,a'ns 4451 St. Lucie Blvd M.Wld.a lrrlw.l rpd gw.r017hollrw+rYdnl dlmsbrrrt wrr blrlrlri.rbsps,L a1lq. bp d rsrp U NI'dbo rrnMad Ixl. Fort Pierce, FL 34946 t. ri 07016 A 16Kl lgssrs• Aul.l 1. I.mk M, 1`.1. tr ldroio. d llis i/gmm, is Ie4 is n1„ 7 p r poli/bdrilhallr-lion ltole[sxwlaw A•1hot bnses•A"7l.lab in, /.1. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUKL A03 Hip 2 A0038672 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss com 4x4 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:17 2018 Page 1 ID-?sOOvllzBGko2hFpRYibzzzOpep-LMsfraHzUOhMpOJlomyFsn_mvgA5WFpO4?cml QzBJZC 44 = Dead Load Dell. = 318 in 4x8 = I a 3x8 = 3X6 — 3x4 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.69 9-17 525 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.22 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 126010-3-8 (min. 0-1-8) 7 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 340(LC 12) 7 = 340(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2434/1731, 34=-2069/1465, 4-5=-1871/1415, 5-6=-2069/1465, 6-7=-2434/1731 BOT CHORD 2-11=-1437/2210, 10-11=-1035/1870, 9-10=-1035/1870,7-9=-1445/2210 WEBS 3-11=-418/492, 4-11=-185/495, 5-9=-186/495, 6-9=419/492 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. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will At between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE(S) Standard 4x4 = PLATES GRIP MT20 244/190 Weight: 136 lb FT = 10% iY 0 lwwq Flown.1Ilnv-n'enwmssofsnnr)QetlunnaumarcHmlo41'wrlr;untntrurrr.,le ereupN•ew,dwsdn m4err,rps..yl ldaen.rl l.aarl a.orvMwnm aorrrr.Maawala..1 101IwaOr W"M1,-.1b,01114 nl gelrwtMt4lq nQe.lpvll4pn;OrwrwglWr4ew onrp u/nrpOeLrdnliuu gmlwWlgM41n*4w r1uu1rWr1 blNdld4Rl.1 6ropnwepenldgr rowawYel AnthonyT Tomboill, P.E. dmdblwttsvgMb.ghrrttlwtdYo1d60 mbe•wria80083 reedg Mywdfewe4 rrm tdId. s)Rod IN podatwg pddm dim bftq(aewrd Kg 1hvwwQ1Y~iV IFld lxe wtrdowdto pwrd p6oe mlwLtLwtpeWnndYwl4Lnt Mupw.Imtlnplgww wtlms4lwrx,wYu 4451 St. Lucie Blvd. efw.lueerd 11 e(s+nged qwe neq b o lrgt Mni re rnu hop IWM It gel Y 1Nghwp, 1nu11ns I*—d we e4Aq 110dbw 4:41 win Ma! o ill,. e Fat Diene, FL 34946 oppiQ1101016AI [eel hnses•AnNgl.lode III, 11. tepdeoioolDitbnnem,uoolingnpolileedwillow itwrinningutuwhow A•1holIraurAglEnrl.loodoIII, l.1. Job ss Truss Type aty Ply RYAN HOMES / SUMMERLAND - WRCSUKL 4CAC Hip 2 1 A0038673 Job Reference o tional As Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries. Inc. Fri Jun 815:36:18 2018 Pap 1 4x6 = 4x6 w tc w y Dead Load Dell. = 3116 in 3x4 = 1.50 11 30 = 3x6 = 1.50 11 30 = 30 I 6-3-5 13-0-0 + 17-0 0 23 8 11 30 0 0 6 3 5 641-11 4 0 0 + 6 8 11 6-3-5 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Verl(CT) 0.47 9-10 >759 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,87 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.24 12-13 >999 240 Weight: 139 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-9 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 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 359(LC 12) 7 = 359(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2585/1803,3-4=-1854/1350, 4-5=-1641/1336, 5-6=1854/1350, 6-7=-2585/1803 BOT CHORD 2-13=-1521/2351, 12-13=-1521/2351, 11 - 1 2=-892/164 1, 10-11=-892/1641. 9-10=-1531/2351, 7-9=-1531/2351 WEBS 3-13=0/281, 3-12=-846/691, 4-12=-196/414, 5-10=-196/414, 6-10=-846/691, 6-9=0/281 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 Exlerior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7. LOAD CASE(S) Standard tuFort Pierce, der RtuOnndlimY.lr'ISnW11R36rY111r1o4Wgb611011I11EM11P0sjInlr^,UU(nDWlrbs.tuftYd FetlasdrtdensntlastM.pMstst(IW,rblAsilb.ir4rLOberS4nM+tx OinsOs-attmrnMnr,rtl 1 4ldrtttrrmt" sussttdbbAlbs.mil ststnu Y Mdpftlnra(ss,StuMtfrFtt;esdwglpsytuasmysrtmiepdtn4d gsu:iq nysWbtYbin}d4tgslntslgmin4lWet ids Rl bWpntttpsnn sdgrtemntAsSerl Anthon T. Tornbo 111, P.E. dasmifs6mbrqbeadsanWdtyrsbow" hug.. ner bndml4b C db itd i.Yx)sdsd Mi Ib grtnideM SnSvxts miss last " dlq tmgs.abbs" d bMmoll IS,*wUb d Mxghe mptrtilsndbihm eelgMpodleirvU»uM•enidbp ndFWetdbpYq[tnpeSOntldn POljtdYYlltnldWlnsdsndbANFla TlrslnmrtyrnJustdlotmi4LnsMtgs.lastMtpfipmaglastesitro,n'ns a80083 Rs.b lore lSltu,.lgMrrssadg4d11stnmbtl IMwsr lnuln*lgslGleldlat Fnps.xtrmStrtslgomsgstqqdIE m+J tNsat senldwlnl1114451 Lucie Blvd. e. FL 34946 rypitb01011Al[eel batn• WMgLhe61Ill. IJ. hpllmiedDnbrvoen, irsglns0.ispolilbd*slkmiilerPines loeniwbwA•Itoolhisses •luhlryl.bsstoIll, l.1. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0038674 WRCSUKL A05 Common 10ty5 1 l Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com a Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 815:36:19 2018 44 = Dead Load Dell = 5/16 in 3x4 = 30 = 4x6 = 3x4 = 3x4 = LOADING (psf) SPACING 2 0 0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.27 8-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.50 8-16 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.24 8-16 999 240 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 or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 6 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 16) Max Uplift 2 = 375(LC 12) 6 = 375(LC 13) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2423/1757, 34=-2155/1631, 4-5=-2155/1631, 5-6=-2423/1757 BOT CHORD 2-10=-1454/2193, 10-17=-778/1441, 9-17=-778/1441,9-18=-778/1441, 8-18=-778/1441, 6-8=- 1460/2193 WEBS 4-8=-5157775, 5-8=495/613, 4-10=-5157775, 3-10=495/613 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) 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at joint 6. LOAD CASE(S) Standard PLATES MT20 I GRIP 2441190 Weight: 131 lb FT = 10% 4all Rmlbrrllh lrWR116burxin M'rnr tle; Ox.ru WdwN101.sj alslswwarp assMb.dbs` rhol"ILl yrirwsM;glspweps.Slrv111pwMYurwga0ignmrobnp r/M1 InYwlrynl nywW7rybrorIn}iYt rinntrrfilwOrlOCw¢.wbRl hlwpntnpw>.IdqumwafR4l1 Anthony T. Tombo ill, D E t Fra80083 4451 Lodevd. Fat Piece, FL 3434946 lappiFb O 7DI AI bd Insus • Allbq 1 Iwb/ III.11. Irprlb0115 d Ibis I/merls, a of Isla is IRA'4W rillicalAt "Un Frsensisbbw Ad tnl hisses • blbwl 1. lob ill, F.I. Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND ' ' WRCSUKL IA06 Roof Special 1 1 1 A0038675 Job Reference optional Al Root Trusses, Fort Pierce, FL 34946, designaaltNss.Com 40 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:20 2018 40 = Dead Load Dell = 5116 In 55x8 = 5x6 I a 3x8 = 44 — 30 = LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.22 11-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 11-14 707 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3,T4: 20 SP M 30 BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at micipt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Auide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 126010-3-8 (min.0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 337(LC 12) 7 = 414(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2494/1771, 34=-2105/1461, 4-5=-2087/1520, 5-6=-2118/1561, 6-7=-2372/1561 BOT CHORD 2-11=-1488/2271, 10-11=-1414/2347, 9-10=-1414/2347, 7-9=-1244/2105 WEBS 3-11=451/529, 4-11=-1021/1488, 5-11=-1155/953, 5-9=-297/193, 6-9=-36/472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=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) 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 337 lb uplift at joint 2 and 414 Ib uplift at joint 7. LOAD CASE(S) Standard 40 = 30.0.0 9-0.0 PLATES GRIP MT20 2441190 Weight: 134 lb FT = 10% we M1rx Yr Y.rrto•M1'elnnl NSSllfflolrl al:lo lle4ilOrOrIUNfRIOx(In!r'l llretn[IiIRMe. Irrlr Ysy N•tlntdrddnres hrn trap lrr.gllnP,dalAerl Imm411.4M1ar14nMYrre Ym OrtmrsMdeLlp.ej mblrrwmr rrns"le.M.a into s, rer lltLwl Mlp lrpnOr.Spidl lrprr;erWnsr 101nnalta trpsr 4irrnL drganvlrrywltlryMnrMT Mtgllnu Lpn1 4I01 d1.wN tii. M1lwp nr•gewr.Ida rot.nN Anthony T. Tombo III, P.E. I a•Rrrn•144•Itnde•Odl rxdmlm e7rp ldYF mgr.bYdewdYxq rlAleanyrvWld BBp83 4451 St. Lucie Blvdyarrnm4,d hlr•sstesq[sprtoeClYlagq Mspto,rlrrrSlmsf>,ms rot rip dambot:mneretdelnl. Filet Dlerce. FL 34946 oFpiol07016A-1tell lintel, AoiMglleckw./.1 1rFsdWindDnAomeem,is=Item, ispo600drideosdrwrings Fereistinbee A•Ihdlinses•AeOmFl.losolo114r.1. Job Truss Truss Type OtY RYAN HOMES / SUMMERLAND A0038676 WRCSUKL A07 Roof Special Girder JPtY Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 Mi rek Industries, Inc. Fri Jun 815:36:20 2018 Page 1 ID:?s00vl IzBGko2hFpRYibzzzOpep•IxXoTcKsnJ4wgu2tTuVyUOcGG29zjR9smzrOelz8JZ9 r1-0-0 6 1-10 + 10-8-0 { 14 4-0 + 18-6-4 23-" + 30.0-0 1 6 1-10 4-6-6 3 8 0 4 2 4 4-5-12 7-0-0 1 40 II Dead Load Dell. = 5116 in 3x8 = 6x6 = 500 MT20HS= 3x8 = 3x6 II 4x10 = 10.8.0 18-6-4 23 0 0 30.0.0 1n41-0 I 7-104 1 4 5 12 + 7.0-0 Plate Offsets (X,Y)— 15:04-0,Edge] D:0-2-7,Edg 18:0-5-0,0-1-111, 110:0-4-8.0-1-8] LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 032 10-11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.63 10-11 571 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.36 10-11 996 240 Weight: 162 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30, T4: 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 1 Row at midpt 5-13 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. ( lb/size) 2 = 1834/0-3-8 (min. 0-1-8) 8 = 2791/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 28) Max Uplift 2 = 549(LC 8) 8 = 958(LC 9) Max Grav 2 = 1834(LC 1) 8 = 2791(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=4010/1215, 34=-3648/1135, 4- 5=-3621/1123,5-6=-6694/2270, 6- 7=-6694/2270, 7-8=-6715/2281 BOT CHORD 2- 13=-1109/3671,12-13=-1820/5967, 11- 12=-1820/5967,11-18=-2016/6217, 10- 18=-2016/6217, 8-10=-1992/6128 WEBS 3- 13=414/302, 4-13=-741/2502, 5- 13=-3376/1248,5-11=497/1023, 6- 11=-265/183, 7-11=-354/653, 7- 10=46811750 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.0psf; BCDL=5.Opsf: h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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-" 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 549 lb uplift at joint 2 and 958 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 270 lb up at 23-0-0 on top chord, and 1521 lb down and 536 lb up at 21-4-12, and 383 lb down and 91 lb up at 22-114 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 7=-201(B)10=-383(B)18=-1521(B) fwq Irnrlrw+l.mr.b'1117W 117SS6rS11111-IitrtYlRWAfW7mfgrp10M 617;1N411tiJlrr brt, leAr bYp N.wdiulgnwnrhnr prpbugllt0:dw1e1wr11sbRrl.bhnrllMMn.x Ytl1mn.N ONwMIw.wY IUhltorw pn+sMwnd1.0r1AOMdl brinu lmplrt.Pr,IpMs bpws;tlsawgrrlrpnrEsswrrsr4rr bnwa agrrq nspw11b4rr ln}/Orsbrinn rtmlwblrlo¢.wM RI. RIr.pnwprn rwrpswowaswwtr Anthony T. Tombo ill, D.E. I w1ru.IbrwnMw11.I1nrbirurwd Y}rA n.Ye.airrwsbx 80083 hxghspi.ilreww. 11-srnMab Mimic pmnwlp0*m slm Wgf nrdlx1wil—d4 pndpAw IPA rLnbrnpeaan w1ftn mspnp,Lws kw[gm wrbma b0..,w'ns 4451 St. Lucie Blvd. Aodu Wwl lrrlrsn qrd gwrmlq lr/rnnrsx d ArlmlOrxp ltpwnblrl YtMlq Mupr,xlnnSR•bpafwrwMl aot4laM aawldwlrll{I Fat Pierce, FL 34946 msipMOM11Allalbases Anlorl. lrmN@,/I. hprrlr4iad4islrmor4urghilt isprdi ard.irbcgdr.rarrprroissinbwA•Ilcdbnus•bAayI Irot.11lll. Job Truss Truss Type Qd Ply RYAN HOMES / SUMMERLAND ' WRCSUKL B01 Hip Girder 1 1 A0038677 Job Reference (optional) M i nuoi i ruses, run Pierce, FL 34946, design d@aluuss.com stun: tf3.zlu s 1 May 18 Zu18 Pnnt: 8.Z10 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:21 2018 Pag€ 1 ID;?s00vllzBGko2hFpRYibzzzOpep-E75AgyKUYcCnl2d31 cOBOd9TdRXOS3T??dazACZBJZB 1-0 0 7.0.0 10 8-0 14 40 21-4-0 2Z-0110-0 I 7-0-0 ON- I 3-0.0 + 7-0 0 12- 3x8 = 1.50 II 3x8 = 40 = 1 SO 11 9x8 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 10 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.71 Vert(CT) 0.29 10 878 240 BCLL 0.0 ' Rep Stress Incr NO WB 0,24 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.17 10 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purfins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1787/0-3-8 (min. 0-2-2) 6 = 1787/0-3-8 (min. 0-2-2) Max Horz 2 = 59(LC 31) Max Uplift 2 =-618(LC 8) 6 = -018(LC 9) Max Grav 2 = 1787(LC 1) 6 = 1787(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3839/1299, 3-18=-3895/1386, 4-18=-3895/1386, 4-1 9=-3895/1386, 5-19=-3895/1386, 5-6=-3839/1299 BOT CHORD 2-1 1=-1151/3475,11-20=-1152/3503, 10-20=-1152/3503,10-21=-1113/3503, 9-21=-1113/3503, 8-9=-1113/3503, 6-8=-1112/3475 WEBS 3-1 1=-35/643,3-10=-236/610, 4-10=-501/353, 5-10=-236/610, 5-8=-35/643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 2 and 618 Ib uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 Ib down and 270 lb up at 7-0-0, 123 Ib down and 139 Ib up at 9-0-12, 123 Ib down and 139 Ib up at 10-8-0, and 123 Ib down and 139 lb up at 12-3-4, and 248 Ib down and 270 lb up at 14-4-0 on top chord, and 383 Ib down and 91 Ib up at 7-", 88 Ib down at 9-0-12, Be Ib down at 10-8-0, and 88 Ib down at 12-34, and 383 Ib down and 91 Ib up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ; Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 3=-201(B) 5=-201(B) 11=-383(B)10=-71(B) 4=-1 23(B) 8=-383(B) 18=-123(B) 19=-123(B) 20=-71 (B) 21 =-71 (B) PLATES GRIP MT20 244/190 Weight: 93 lb FT = 10% 1/8 in ro.q Mul.ss s..m 1i11GF nrlsal itiiirt arlu rue uDIAACIlI:10xj R1.r,,(ut.11lwlr h. nrybapi.m.rdwd s.sswnibm kuphw Pt4 rruawn 1.rxrLbnnnwwwrr ws Mns Mnv dslnY111.j dildi-on n/ibsurd•111.htit bsbmlNplspts.Os.Spns111gr.tmv/wgaliyeNrom o d/Inud npulgnyw.11oiM4Wps14us/s lnalermlw6lp ss¢. ss1.IM DWpwu.psssbs/quos wd ry Anthony T. Tonto 111, P.E. dsodz11mbgl.4nlb`sgw Adold6Ar.Y0.oss6vdsp.bM4.hYpn,.amood toILIMdlobdl.Y;nA.11111 s xwd YlydswWlnsdeslm w7syldhlw snUMwdYsulJrYsnyoWnA r80083 Os1a/q Msgod4ewo. ilrnwn.`116dup1msdpdihnAmtAl Woiw ltnl itv.ws(us p14M1101d flu nrAmlb pod PAM mibfsibnyx.IWidYnfLbm 1wn Imp p[q..diwiiOdnu.wm 4451 St. Lucie Blvd. Au•IVId.o lrrl.FOydswbmgliiinw nhQ IY ImiGYptgan6r01•I ilal Mupr,.lnstyn.64.o Les wlbl Noalad innnldnlrlRl oppilbi01016A•Iloop hossrs-Aoibogl.look III, rJ hpiddiud%bithoaM,u ontlpailrrobliid.iDMlips linesImillinhen A•IbdLnxl•bAngl.foots 111,r.1. Fat Pleue, FL 34946 Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND WRCSUKL B02 Hip 1 Fy A0038678 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 815:36:22 2018 Page 1 08 = 4x6 Dead Load Dell. = 1/4 In 4x4 = 3x4 = 4x4 = 150 11 40 = LOADING(psf) SPACING 2-00 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 072 Vert(LL) 0.19 9 12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.45 9-12 568 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS Wind(LL) 0.29 7-15 870 240 LUMBER - TOP CHORD 20 SP M 30 -Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min.0-1-8) 5 = 913/0-3-8 (min.0-1-8) Max Horz 2 = 74(LC 16) Max Uplift 2 = 261(LC 12) 5 = 261(LC 13) Max Grav 2 = 913(LC 1) 5 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1437/976,34=-1265/1016, 4-5=-1437/975 BOT CHORD 2-9=-697/1259, 8-9=-697/1265, 7-8=-697/1265, 5-7=-700/1259 WEBS 3-9=0/257, 4-7=-17/257 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; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 261 lb uplift at joint 2 and 261 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 86 lb FT = 10% ar,-IhruOnwPllrat•a'1IIxJIa{Sa(SNIr1iLlltIIo64t01a14RfOlJxlYTII xuiMi4tRIncIr41Yppwd"+drnlrrrvarlmrMyMvyIIWnlaIElvrI.WOOLIttows14 ist"mwl*.mmorvaal.vy M11r1an trpAfrl0onA4b17ibwwtl lr. hwr hxplrpnQ..yx lyrn+,L+Wwnp lO rgwwrvnupri/br p4nxM r nywWNMbr Mrp Yrn/r lnuL7arlwalil rvl.dslM1l hlnpnmyun.4rq umevs vvb4q Anthony T. Tombo III, D.E. it. Ott. hvil, oulnbiapralq/a4 n.b4.rrir.bvdgrxvak%ophup•.nanww4alCalCdabdl.u;nlydpl ilrrpnddik0dw;Wlrwdim ir—whathoft=rp,n%U..wbw;rl isanrp d it a 8M3 6NYpMpuvltnewv. lOwnrasa wlGldwpldnnd+rlaMlyWmfMrl6 w OgplYYdMMdLUn bmlbrpmlFAMIr-IwLnarwpau"svisa. /Lbwrbep.LnfMplgnaw/Inrbnbaro,wtn 4451 St. Lucie Blvd. M.hr l4nw lt.btOyr44w..+alh4rrnMM Or bw bvplywr b lila110;".. inn llvn 6prot gdf4 of ilvrlt:wnw4aAslnl Fort Pierce, FL 34946 G1D14 A• Ilwlb„f.l-Aabn 1lmbn84 F.I.4 dnointdllir 4woorW,on twv,n bIr64A vilM1lhdl vrYhn trmittilb M1no A•I bnllmxt•4hM1w I bobl0.r.l. 1iiPilM I• p n p i l Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' A0038679 WRCSUKL B04 Common 4 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al Iruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:24 2018 Page 1 ID:?sOQvllzBGko2hF pRYibzzzOpep-einJJzNMrXaM9VMelkaueGn 1 Ifa Wf PHShbpen Wz8JZ5 1 0 0 5-7-14 10-8-0 15$2 21-" r 1 0 Ol 5-7-14 I 5-0-2 + 5-0 2 I 5-7-14 40 = 4x4 = Dead Load Dell. = 3116 in US = 40 = 10-8-0 21-4-0 1D-8-0 10.8-0 Plate Offsets (X,Y) 12:0-1-10,EdgJ, I6:0-1- _ dge), I7:04-0,0-341 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.40 7-10 647 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.11 7-10 999 240 Weight: 90 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purhns. BOTCHORD Rigid ceiling directly applied or 7-0-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 852/0-3-8 (min. 0-1-8) 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 6 = 246(LC 13) 2 = 275(LC 12) Max Grav 6 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1664/1255,34=-1237/895, 4-5=-1238/895,5-6=-1670/1261 BOT CHORD 2-7=-1059/1514,6-7=-1066/1520 WEBS 4-7=-364/652, 5-7=498/562, 3-7=491/554 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=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 lb uplift at joint 6 and 275 lb uplift at joint 2. LOAD CASE(S) Standard eo.1- raw I.n Ir WnRferaIrllir:111QtIGaI1MICISIDNI' ItHEIaA h c1u11 tlrPnlnrd dnr.ntl nrM}OngDWjdrlY.f•114eYR11.lA rlNnMb x tlnf6.wYMr41N,rj blrlr RilYfflMYrslb`171Y..a1 h.4wi lrgtlq.ape. Slr 11¢r;er u wgprqumrs.u.u l.rrnWlnrtr.4pny.WLryMor lnpiMte Or;t Q1m1u0rI w11. w. R1 AMprunp.t h/grYat Wlel Anthony T. Tombis 111, P.E. Imdtl/l—lo g1WgN/rny.i8MdoeO...Ye.sirrsvOnorakWgk pr..b mrsdgnLbIKMMW1.YgnlydlM a 80083 gbhUhip-dlm:.oa 4451 St. Lucie 5hd nr Iw higlpm i Is 1611*1Mq Inp..Imi sre.brw dal IWO" A..Im Mem ll ets o qd Nm • I h rRm beM1ei ,Ilrpfl7da w nh htd.lnl Fort Pierce, FL 34946 ppiplsOMiA-1Imlhossrs•Asibgl.tomlo111.r.f. hpd.OtUbrm .IIlis.obi..g19.16ispolilaed.id1h11i,wdirspermisu..hn4.1bdhnus•bmnll.I"Wil,M. I Job Truss Truss Type City RYAN HOMES / SUMMERLAND A0038680 WRCSUKL CA Comer Jack 10 1PIY Job Reference (optional) Al (zoo( Trusses, Fort Pierce, FL 34v4ti, oeslgn(anruss.com Kun: (s;s.ziu s i may is zuia rnns: a.zw s may is zuio Ml1 ex Irlaustnes, inc. rn .run a Ta:,so:za zu to rage 1 ID:7s0Ov1IzBGko2hFpRYibzzzOpep-6uLhWJO_criDnfxgGS57BTJJO33DOwHbvFYBJzz8JZ4 1-ao 0-11-,1 1.0.0 0.11-11 2x4 = ilM LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Verl(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. 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) 3 = 8/Mechanical 2 = 130/0-3-8 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(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.Opst; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 10% eN+•RN4..I, mll h'll nMl MSMr0Ulr14F.e1 RUM aR117VA f0111MnumfurA6as hAl Yd pwdndid doletellmt kl.pb.glllPd0 rdlwe11erkRll AAm11mM•e nl Ohndlnnu dplw!rIA,j UILYioMrinf ddlendleblAgMdl 411 I'mkip lyN(10FAli11prM4 vaM g lWlyama mp d10F*UkW npar'ROWN1411*min}44ujl hru14Ma0r M*,W- Al M1lwp nuq oq lglpamwLWddl Anthony T Tombo lit, P.E. din d l Wil..1 1.'9hbroPvillf, n.0 0•i/nbvd¢spM1 W"krin'..bOL0I d b un41n EL4dldkkdlM rn,M41nN40RIdgkU ndY4u Id y lnfq mgl.buOpwdYnq Y>uMol n4euW d -80083 Y gYyb d4es a elmMeblWdopmeld*hkndmaglq.mtenrcb+wPMM~4 nldfxenrdnnlll pidrl.AlMfelLm'eHsndYksd 4hmkvp.l:m kwl"oen d line elow".' 'en 4451 St. Lucie Blvd. nn.wNoll o4m id9—fie4oprAwiadlnukuileps,e10mldtop",tuslollpmd lw4 Fort Pierce, FL 34946 ji(er16030 MIAlfeellnssrs• Aedogl.184610.P.1 hpelwiadonlwwectufly lwn,npJllbedwillalThe +nnapam„iiwlow A•1hall knus•AelEwrl.Imte10,r.1. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND ' WRCSUKL 1CJ2P Comer Jack 4 1 A0038681 Job Reference o tional Al Koot I fusses, I -on Pierce, Fl. 3494b, aesign(gal truss.com Run: 83 210 s 1 May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15.36:25 2018 P3g4f1 ID.?sOOvilzBGko2hFpRYibzzzOpe"uLhWJO criDnfxgGS57BTJJe32(OwHbvFYBJzz8JZ4 1-5.11 r 1 0 0 I 1-5-11 I V A od d 2x4 _ LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) 1/deft Ud 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 0.11 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1/Mechanical 4 = 11/Mechanical 2 = 187/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 7(LC 9) 4 = 11(LC 1) 2 = 147(LC 8) Max Grav 3 = 5(LC 17) 4 = 13(LC 16) 2 = 187(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=1511; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 Ib uplift at joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2. LOAD CASE(S) Standard wwq•rbsw bns}si;sww.Will Im nruuriluin 211111 ROO wtfwu14Hf61D9(V. ; 4UCMJUr be lFFp bslp rwnsswsdMsbswmlwsr lw}inglR},db Wwrl Iwrb1Lrl.4lwow MW r"M Maid -woodulow.ul nllFl aw.rrw r fssMYnrlbbl7ibMtil hsLws hr¢Isywwps.lrr mldps;YWwglrlrVnreso.upu Or p/nsbd wpuvrrrywsdwwrbeas}deso/Fhns L7eMwb101 ssil.we Rl. 1 IwpnrsgwroeNFrsmwws swwby Anthony T. TombD 111, PEIdns91MlmstoinWhoisbrnmAde,do%wr.bD.wis ss Wvp cobNN.Rhpr,weiwon/oMin 9 db bigWfignrd M1 Its gwFwislblNds; ldl sx slblrus. wtMq WYl grgLbswWwdbnq slllwensrws N+!0083 biwrryrsipssdmsw umvtlswao,INFilmpawswirw.scobbd"(swpwwllgthow(mrjPO"Aw rIndVUwrrroswYbpwsdpow lnl LsnbnspsugbndwnlLLmhwp.hwsbs}fgwwdlmFbsAwwwwMs8neinuin}lrywnbrtlbWsgMgss,nlrnssisbw 6spowtwrMyYvbl.rsiw:wswFwwfdwixi. St.Lucieode Blvd Foortd Pierce. FL 34946 rypiFb O TDIi A l lwrt hours • bdwy I.IFo io N. /.1. Irpw lecia of nib dwwnrox u of Inwti is pokiard wiOwosUe.Finn Fermssiw bob A•1 let Lwsus • Aomwwy 1.lwiolll, l t. i Job Truss Truss Type Qty Pb RYAN HOMES / SUMMERLAND A0038682 WRCSUKL CJ3I Comer Jack 10I IA' Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.corn Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:26 2018 Page 1 ID:?sOQAIzBGko2hFpRYibzzzOpep-a4v3jfOr-N9g4OpV 1 g9cMjhsU2SO67MXI8vlkrpz8JZ3 W2-11-11 I 2-11-11 20 = r 2-11-11 2-11-11 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directty 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 Quide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(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.Opst; BCDL=5.Opsf,. h=25ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard rq.rM%'M*m4.i.'t IM nrsslirmulr(gnu IItllslf1t71t Ci(IP7(47D;IfUCM-illr Y. Ina iup Aos:nd d un.nrlm ptq natll(Qdrlrbrl.IrtY41LEMeuprn M•rm Mn:dM.m 0"06, 0.0 rrhtra.arpnt dra.mbbarna.N yruwrrdpler.(Ir.Spnra lrprr;er udwglUr4nmtompuddr rdnYd urnmg mpW6YMsln*dMtejr tins lnfitwMlOCdI.ah Al. l IWpauupw.MtgMMOOLUtl0'1 Anthony T. Tornbo 111, P E I dmdal lmtb)WAR "Ibrt"aihdhO.ru.I.Nzit.svitandbBLb[daW1.4q.4d11t1.M1pnnldbToed. Wlmdblmr..dr IdS aigr.wrmm.dY.gYPbampNMnd 7801183 rwge,prsmn u lttdrd.Tit wdsinausdrmmtdo, W"lgrrla h*"WPor'~4mdWln'hnUbpedpm MIWAtbmpestanddda/4Lmku*..6mIOW E* sd6mWrTu,.tin 4451 St. Lucie Blvd. ae.nrranrintsdydw.•rmtbmr•trrdanrtmtnyt..ornlrta. tby...I,:tsR,.t r.dw.dyumryrilraaawsnlnl Foil Pierce, FL 34946 Ipitb0l{I{A•It.tllrattt• Anbgll.c{.W./J.1tp.iroi..dllit{aodtm,i.o11a4itpolnd.idt.tnt.ridaltimittiMb.dA-11w11r.tut•A.Aprl.l..t.11l,/.(. Job Truss Truss Type RYAN HOMES / SUMMERLAND 1. WRCSUKL CJ4P Comer Jack 4 1 A0038683 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 815:36:27 2018 POW1 ID:7sOQvllzBGko2hFpRYibzzzOpep•2HSRx7PFBSyxOz4DNs7bGuPdCsjkspmuNZ 11Nrz8JZ2 1-0-0 3.5.1111-0-0 + 3-5-11 —' 2X4 = 048 3.1-3 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-9 999 240 MT20 244/190 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 FBC2017rrP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 4 = 32/Mechanical 2 = 231/0-3-0 (min. 0-1-8) Max Hors 2 = 71(LC 8) Max Uplift 3 = 45(LC 8) 4 = 30(LC 9) 2 = 163(LC 8) Max Grav 3 = 71(LC 1) 4 = 52(LC 3) 2 = 231(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2. LOAD CASE(S) Standard dtdg • Flow so.0 n•.. n-I I lxil gbt6NUUl QIiUt ROb 1 fOrxOCge117d1-Ir1:T, tIUC1ltRdlm'b,r. Infr Iw114I t blow A1dw41 w1 Not 1M.m odd cob aEwj dIh11O1 p"lltfu and ' 1.0 Qlltl1 dd III inn"1401101.1podq tgsno;bW teen e111 w,wl o w11If1 ddl.dnwd telm"lnwuldq Mr In Anp del 140 hlu blwooft IN 1d1.d. AI Afwp nudpn hdirl telL te0d0y deudNl.0".1I -Rh ollot4de'dm0.w.`O.IniIAUdrPsnbI-ILgk r,,.011wandb14Y01d4M1"InotdIXI. ikq.mld01101d1n,MUnrdmlm ddO11d3;grg1,so10ptedbn Y111101ngwWff!d Anthony T. ll, P.E. 0111d.1Mpndbohm. IAwht lulush1110dw1 PlmndrROm dinbMg bywdf M Mr.ww(1011, 4111dW1m11lr gmawdflan lM1IM.11N,nIleunndpndLhm ps p.ben Msptgaodl,nl bo111ro, wS11 x80083 0083 n..wwwlnb dmdw.•,ybal.ulwdntlrinnnu rq.mblelel.renbwe..I,,slo.tg. terwp uma,d:p.lwal.l.m1. 4a51 St. Lucie Blvd. Fort Pierce. FL 34946 tgpirb tJ 101A A I idd boson• Amlver I.Ioobo 10, r 1. Irprrlecir. d 04 hrowrm, a dry Iwo, is rloblbdd rilkm At .rien remissive boo A-1 Ird limes • Aubnr 1. [We ill, r.l. Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND A0038684 WRCSUKL CJ5 Corner Jack 10 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run- 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 815:36:28 2018 Page 1 ID•?sOQvllzBGko2hFpRYibzzzOpep-WTOgBLC)wn-A e7fPxaegp6xkgG?QbG01cDnrwlzBJZ1 1-0-0 411-11 20 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) 0.03 4-7 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.37 Vert(CT) 0.06 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.06 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 4-11-11 oc purlins. BOT CHORD Rigid telling 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. (Ib/size) 3 = 126/Mechanical 2 = 26310-3-8 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 89(LC 12) 2 = 80(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 891b uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 17 Ib FT = 10% Srdq Now a." w, -ne%I nW I115MI' ulrl arm no4l Id•m5WKVvw, ¢ImarM-N am blo.l dhl,oMrff+nlrnAMmlrlrr Ol. h M,hfq,lq ap,.Stgdt¢p..;mu/glrl,ynm mI,A nndgwror ny.WIhY6M}Mf•y¢nt Mn,lublW 4.d•Itil Alnp nuge.f Idqum anaMq Anthony T. Tombo III, D.E. dmdlr lm,Mgld.qrr„nrwWY;ddO.m.Yetri„sadgdc6ld¢gp„rr,•6 De g0 L4 ds,¢d l.flgd,dml tl, grnY ulrldghdl n d4lmL dAgldi a:gt Wd4 dkmlJ Ir Ynq iU! v 80083 4 WN1 h,p, db ne in •anr• ilr¢•r r, raft" Its npimd" l "U" Wrem.pAri~4 In dxU mnp ndrdti N4•• mlrLnbn,r randWnt4¢mhvr•.Iwih,.plprsdlm,lr••r,Yn 4451 St. Lucre Blvd. d•.h Id•d II fs+d y.,r gw•.6r h d M• n w,lrti Ih Im, h,glq•m ¢ rn h r+'+q hqs.• M„11tia ¢N• rq rYer rr,otl•d¢ry m Itd rm I. Fort Pletce, FL 34946 ppipb01p11AlUolhnsrs•A lopl.lr•6rll1.1.1. hpnlrllindllol r ed,mley l gitpdi6ilA•41MOevrinapemitunhr 1•II•dbnut•bl6mpl.blo!¢Ill, LI. Job Truss Truss Type oh Ply RYAN HOMES / SUMMERLAND ' WRCSUKL D01 Flat Girder A0038685 Job Reference (optional) n r nwo musses, run nerve, rL .14y o, ve519nea struss.com Kun• vi.Lly s 1 may its zuld rnnt•. d.Zltr s May 10 Zulu Mi I ex Industries, Inc. Fri Jun 8 15:35:29 2018 Dead Load Dell. = 114 in 3x6 11 700 MT20HS= 1.5x4 II US = 3x6 II LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.23 11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.46 10-11 545 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.06 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.23 11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP N0.2 'Except' B2: 20 SP M 30 WEBS 20 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 13 = 1567/0-74 (min.0-1-14) 9 = 1567/0-74 (min. 0-1-14) Max Horz 13 = 87(LC 4) Max Uplift 13 = 463(LC 4) 9 = 463(LC 5) Max Grav 13 = 1567(LC 1) 9 = 1567(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1463/493, 2-14=-3319/867, 14-15=-3319/867,3-15=-3319/867, 3-16=3330/874, 16-17=-3330/874, 17-18=3330/874,4-18=-3330/874, 4-19=-3337/874,19-20=-3337/874, 5-20=-3337/874, 5-21=-3337/874, 6-21=-3337/874,6-22=-3337/874, 22-23=-3337/874, 7-23=-3337/874, 7-9=-1459/493 BOT CHORD 12-26=-118714469,26-27=-1187/4469, 27-28=-1187/4469, 11-28=-1187/4469, 11-29=-1187/4469. 29-30=-1187/4469, 30-31=-1187/4469, 10-31=-1187/4469 BOT CHORD 12-26=-1187/4469, 26-27=-1187/4469, 27-28=-1187/4469, 11-28=-1187/4469, 11-29=-1187/4469, 29-30=-1187/4469, 30-31=-1187/4469, 10-31=-1187/4469 WEBS 2-12=-860/3357, 3-12=-496/290, 4-12=-1211/334, 4-11=0/379, 4-10=-1205/332,6-10=-495/290, 7-10=-867/3368 NOTES- 1) Wind: ASCE 7-10; VuI1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15h; 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 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 Ib uplift at joint 13 and 463 Ib uplift at joint 9. PLATES GRIP MT20 244/190 MT20HS 187/143 Weighl: 111 Ib FT = 10%. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 Ib down and 7 Ib up at 0-2-12, 80 Ib down and 74 Ib up at 2-0-12, 80 Ib down and 74 Ib up at 4-0-12, 80 Ib down and 74 Ib up at 6-0-12, 80 Ib down and 74 Ib up at 8-0-12, 80 Ib down and 74 Ib up at 10-0-12, 80 Ib down and 741b up al 11-1-12, 80 Ib down and 74 Ib up at 13-1-12, 80 Ib down and 74 Ib up at 15-1-12, 80 Ib down and 74 Ib up at 17-1-12, and 80 Ib down and 74 Ib up at 19-1-12, and 11 Ib down and 71b up at 20-11-12 on top chord, and 59 Ib down at 2-0-12, 59 Ib down at 4-0-12, 59 Ib down at 6-0-12, 59 Ib down at 8412, 59 lb down at 10-0-12, 59 Ib down at 11-1-12, 59 lb down at 13-1-12, 59 lb down at 15.1-12, and 59 lb down at 17-1-12, and 59 lb down at 19-1-12 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 t Root Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-00, 7-8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 14=-80(B) 15=-80(B) 16=-80(B) 17=-80(0) 18=-80(B) 19=-80(B) 20=-80(B) 21 =-80(B) 22=-80(B) 23=-80(B) 24=-52(B) 25=-52(B) 26=-52(B) 27=-52(B) 28=-52(B) 29=-52(B) 30=-52(B) 31=-52(B) 32=-52(B) 33=-52(B) Ie. rq•11n.rdlr n•w.o•II Iu1 nlBorwtlnar 11 RUG uutnwlrrIs. twtanpr•emnd nrun.mlm,ony.enylrta rwu+.,t.I.warl M—SIMWn.n w,s .waa.aar..ti pinusaww"Moln,shobMp til IlrbnlMgph/NQe.Sp.'WII pnQ.bY/Ng101,pnmlo.Cro,llY inlpdaryHq,ry WY M,YIn}41t 11mt41n11wI1rIN It..IspN Alnpnn¢,61 Ig1 p ynYb) Anthony 7. Tornbo III, V.E. dnodblm,bgWlyAbroywuldr;/Y6.o.YD.nir6;,IgsFOMWghpr,.On On,lo,dblCdMYd1.11atn4 IIFI Mgln I/O,llld!4Y,xdmim d,tot!IY mge,sWlM IY doOYo,ntrW/r a 00083rwpa,p.dloe.. a,,,o.,.rao,corm.s.rram,awnatihr mfalsr.m ren,wh,nauun,n.noa.dpm mlr,r,umpea+n.r mea,un,avr..umenprgw.rlonwr..n,s 4451 St. Lucie Blvd. ledd ll rtsvgdgoo. mlgh Apesn Whd nton, hup lgwobrWbliiarhrys,. tm,sro,tq.s r r ldq awdMr,.snra d.ml ortn6M 0 7016 bl [eel hosts -Amory 1.lomlo ill. P.I.hpodoaioni ais donemm, n *IT lea is poh6nd ridod ne . run Vamiss,o. how A•I kd hints- A.Aory 1. Inks III, U. Foil Vlerce, FL 34946 Job Truss Truss Type Ory Ply RYAN HOMES / SUMMERLAND WRCSUKL FG1 FLAT GIRDER 1 2 A0038686 Job Reference (optional) Al Koor I cusses, con rrerce, I-L 34946, oeslgnWaltrvss.com Kun: 63.Z10 S 7 May lt$ "ZOlt1 Print: 6."Z10 S May 16 ZOl6 MI I ex Industries. Inc. In Jun B 15:36:Z9 Z016 Page 300 = Dead Load Defl. = 9116 in US = 3x10 = 3x5 = 7x10 MTZ0M5= 3x4 = Zx4 II 3x4 = 3x4 = 3xa = 3x10 = 5x6 = 10.10.3 2$1 4$7 61612 9•t-9 1d7-4 12b15 U-3.12 18.8.1 19ir11 1S.84 21.2.9 r 2$1 2.2-5 + 2.2.5 + 2.2.13 + 1-S1t 1•S11 + 2.2-13 2.2.5 + 2b9 0- t 2 5 1 0.1-12 Plate Offsets (X,Y)-- 12:0-3-8,0-1-8),(3:0-3-8,0-1-81,(4:0-3-8,0-1-8),(8:0-3-8,0-1-81,110:0-3-8,0-1-81,111.0-3-8,0-1-8),114:0-3-8,0-1-8),[15:0-3-8,0-1-8),120:0-5-0,0-5-4] 21:0-3-8,0-1-8),[22:0-3-8,0-1-81 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.29 18 867 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.85 18 293 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.72 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight: 238 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 'Except' W7: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-74 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 23 = 3477/0-7-4 (min.0-1-8) 13 = 3467/0-7-4 (min.0-1-8) Max Horz 23 = 39(LC 6) Max Uplift 23 = 93(LC 4) 13 = 143(LC 5) Max Grav 23 = 3477(LC 1) 13 = 3467(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-23=-724/181, 1-24=-715/0, 2-24=-715/0, 2-25=-0466/0, 3-25=-6466/0, 34=-11580/0, 4-5=-15433/0, 5-6=- 1717610, 6-7=-1717310, 7-8=- 1518810, 8-9=-1158510, 9-10=- 11585/0,10-26=-644210, 11-26=- 6442/0, 11-27=-714/0, 12-27=- 714/0, 12-13=-727/237 BOT CHORD 22-23= 0/6466, 21-22=0/11580, 20-21= 0/15142, 19-20=0/17176, 18-19= 0/17879,17-18=0/17879, 16-17= 0/17173,15.16=0/15188, 14-15= 0/1 1585, 13-14=0/6442 WEBS 5- 19= 0/292, 7-17=0/298, 5-20=-1951/0, 2-23=- 6218/0, 4-20=0/927, 2-22=0/1901, 4-21=- 3873/0, 3-22=-5562/0, 3-21=0/1562, Continued on page 2 WEBS 5- 19= 0/292, 7-17=0/298, 5-20=-1951/0, 2-23=- 0218/0, 4-20=0/927, 2-22=0/1901, 4-21=- 3873/0, 3-22=-5562/0, 3-21= 0/1562, 11-13=-6194/0, 7-16=- 2158/0, 11-14=0/1908, 8-16=0/838, 10-14=- 5593/0, 8-15=-3918/0, 10- 1 5=0/1 599, 6-1 8=0/314, 6-19=-832/0, 6-17=- 834/0 NOTES- 1) 2- 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 OA-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf BCDL=5.Opsf; h=25ft; Cat. 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 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 23 and 143 Ib uplift at joint 13. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 Ib down and 19 Ib up at 1-0-0, 134 Ib down and 63 Ib up at 3-0-0, 208 Ib down and 124 Ib up at 5-0-0, 282 Ib down and 84 Ib up at 7-0-0, 282 Ib down and 84 Ib up at 9-0-0, 282 Ib down and 84 lb up at 10-7-4, 282 Ib down and 84 Ib up at 12-2-8, 282 Ib down and 84 Ib up at 14-2-8, 208 Ib down and 124 Ib up at 16-2-8, 134 Ib down and 63 Ib up at 18-2-8, and 65 Ib down and 19 Ib up at 20-2- 8, and 390 Ib down and 265 Ib up at 20-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase= 1.00 Uniform Loads ( plo Vert: 1- 12=-170, 13-23=-20 Concentrated Loads ( Ib) Vert: 1=- 390 9=-208 12=-390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=-134 26=-134 27=-65 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 12=-190, 13-23=-20 Concentrated Loads ( lb) Vert: 1=- 324 9=-181 12=324 5=-246 7=-246 4=-246 3=-181 8=-246 6=-246 24=-56 25=-116 26=-116 27=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal= 0.90 Uniform Loads ( plf) Vert: 1- 12=-170, 13-23=-20 Concentrated Loads ( lb) Vert: 1=- 127 9=-101 12=-127 5=-140 7=-140 4=-140 3=-101 8=-140 6=-140 24=-27 25=-63 26=63 27=-27 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) Asylbosrwdy ss• h.n71 dW IIRtSfSWIrjQ6Ul RlxtrlOAAIICN (IS10M(FI7•;UUrrlDWri bn. pNr bd pmm dnd dss ores hwslnp nglxC!dbulwrl IwtrILII bhsns9M Mkssn pm Oenu dminblll.wl NLnsiN 1l+ ntNpws1bm171wbddllrMf kdp lspdQr.lrgdg4ps;mwdwglQa,yrumwsmpudm sbsbd sspss'q rtVwsdrribmps}dmsgslnuQMdwbtOPssJ(.wb 1Rl hOys wwsym bdgm>mst vD44 Anthony T. Tombo III, P.E. d.wdbimtMgWtgbmsrlrw ddl; slpp.w.he.wissbvsi¢xrtlsldlghsspr.osnnsn yp bColOsbdl,iJq r.rnu TMerrwrr.Totes;rr'Nra1.1—d"hilft.oq.bo wrIs"OorsNumbA 780083 n' mdY.1Mt¢sd( swdt Ions C s lowr lrldremosd pp0d.1dim 4lmr(sgmidq Wn0wtlripWs 4 Mod NU msdxn0'apoi Si mllsLsm,wrellsndWsdmLnthvp.hws Mry[gwsdisnsbdd>.o,wns 4451 St. Lucie Blvd. Ad.su lfmlgt(d. OgM gw wlgys4 rromdsd ryl ss hsyfspnbxlmisiigplym,oln:l lrOslysosdq Ylml UvtllMFm no01dbm1, Fort Pierce, FL 34946 gpirEtOf01fA•Ifallnttn•Anlogl.l( mbl10,11. trpislroiordtlilbroorm,ieeel laaitpolililydriticenerrincrrnmiltiwbtoA•1[rdlntxs-ilnErorl.I"ikrlA,r.l. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND " • WRCSUKL FG1 FLAT GIRDER 1 1 Z A0038686 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@atlruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:29 2018 Page 2 ID:7s0OvllzBGko2hFpRYibzzzOpep•7faCMhRVg4CIFHEbVHA3LJUoSgEcKYOBgIWOSkz8JZ0 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=31 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=-8 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=24 Concentrated Loads (lb) Vert: 1=80 9=8312=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 I•• qrtrr -•4•+Ir rr••r'sd up lllpt6('INIrpi111U1 RiNSItD1ARnmlp•t'Y77;tIn(n1KYrr`a1•fr ie(rpn•mwr.wi drr mimrdt}dr.gllW,drld•rl Iw441114•urltw:Nrrwr dutm.,u Ohlwrlq.wh YIM1I:srp rorwelb.ulr•rPJ1uM.al tfolnudt¢Iq•ropr.Sparrr4'rr:lrWwgl®:q mrsmprrrerpmtrrrr:nrrAynyWrp b rMp rsgtiw•krror rlpp q.d•itil M1M7p wuq•ro.t tquww wlo$ Anthony T. Tombc III, PE l rwdbL rtrgMWp•rrgw:6•nerpa.be.wt•wecrlyd.r WNp Mrq•,•brrr•4OOLr0.•drbd l Y;:MrdIF1 11t pN raldgLYnr rlmtd MlS nnp.bn®t•IYroq J rnq•Wln 7 80083 r1•Lydtpd(wm.tr sr•w•rtllwrrwmrttlpMWrrr/rlAgrwc mldnrro.o IIIrV db atu nrerr.uspdpOnm stbrrynuuan taneruw,dgs.untdtpdp•.IM1ntrMer•,;nr 4451St. Lucie Blvd. a•. weargctsnynty.•wmlgopr wha rrwudyt*ororrlmgdup.,musrvy nrer•uy uownr:nowre«r•rnr. Fat Pierce, FL 34946 oppipb 0 JIII A•I led hours • Aotloop 1. lode Ill. F.I. leprlmior of rlit brv•cm, io ny lua it peblitd riDon de nmw puentiM M1m 1•I 4d brut- Armwr L lwb 01,1.1. Job Truss Truss Type Qty RYAN HOMES / SUMMERLAND WRCSUKL FG2 FLOOR 1ply 2 A0038687 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek industries, Inc. Fri Jun 8 15,36:30 2018 Page 1 ID.?sOQvllzBGko2hFpRYbzzzOpep-TsOaZ1 R7QNKWtOpo3?hluX13G4X?3?jK3XGy_AzBJZ? 1.5 2 3.7-3 S9 12 7-3-13 10-1-3 12-7-8I1-5-2 } 2-2-1 I 2-2-9 l 1-6-1 I 2-9-7 + 2 6 5 ' 1.5x4 11 1.50 11 500 = 1.5x4 II 1.5x4 II 34 = 1 3x6 — 2 3 4 5 6 7 2x4 11 20 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.05 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.07 9-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except' W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1793/0-3-8 (min. 0-1-8) 8 = 2289/0-3-8 (min. 0-1-8) 11 = 5886/0-3-8 (min. 0-3-8) Max Grav 14 = 1809(LC 3) 8 = 2303(LC 4) 11 = 5886(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1520/0, 1-2=2027/0, 2-3=-2027/0, 3-4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6-7=-3139/0, 7-8=-1309/0 BOT CHORD 12-13=0/2027,12-15=-946/0, 11-15=-946/0, 10-11=-946/0, 10-16=0/3139, 9-16=0/3139, 9-17=0/643, 8-17=0/643 WEBS 1-13=0/2272,4-12=0/3175,4-11=-3997/0, 4-10=014760, 5-10=-422/0, 6-9=0/282, 7-9=0/2697 NOTES- 1) 2-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, 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 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 disinbute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1438 lb down at 1-3-12, 1438 lb down at 3-3-12, 1438 lb down at 5-3-12, 1438 lb down at 7-3-12, and 1438 lb down at 9-3-12, and 1438 lb down at 10-11-8 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: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 13=-1438(B) 12=-1438(B) 10=1438(B) 15=-1438(B) 16=-1438(0) 17=-1438(B) 4x4 11 PLATES GRIP MT20 244/190 Weight: 129 lb FT = 10%. reqIhm Ow,gl¢r,•n•h•111701 nns61•sfulrlltrdtl Hall(Oralltnlm7x11nlrnufrurrblrrrs. udq rtyr.Asw.rnr.a,.wluw,a•.pr..,Ilwo.rua.tl l.ran.Id.o,nw ba,M Nni dbr.d dnlwblGl.s1 nblambroball>IbNlbblSlob,dd babwrhwplrpwQr.SR7 atGpM,bv/wglrligwmts.upCd4 6 CwYnp,r p,npWbrh+bpt}dbwgrinulrrMwbWlw¢,.doPu btnpwnapwt bdgarowtitwdlt AnihonyT Tornbo III, D.E. dmdbr4 nbylWghrgb,w,bdnd .wOrOm.brOirawNqxwblalrgtaro•,.b,woddisOLft CwlMbdblrgndlrp11drw MR1 1rwldb7bdlrndbTmL.$Ogkdk%mqd .nmlMb g*okoYnvwWndx 80083 b lWgMgaamfalrwb. rrwbrrdMablW thinmmdrpbwfdbbMg(qsm ldg aYawwpnr7Fw"W11 ill arLU n,dart,bbp,drinaM1.S.7L,dpawa,l wYb h rn/wf O,up.bm Mr fgand bnaa twma'..1 44$I St. LUCID. Blvd. Aw.b lmwlrafs rgdgwwwayhdl to,nw8dl Ib lnud7glgu,wbrClbld lgprgiw,nlnuSlma hpun derMLg 0=213wb•o.rnb6d.lnl Fal PIe1Ce. Ft.34946 aySiitMOJO16AdGdhnuriatlbryl.Irwlalll,l. 1. tepatd'waolAnlnowen,ibaarIRA ispblilitdnllrnllevPines lerma.nb.11[adhout•Ml6royl.1 adblll,l.l. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND ' . WRCSUKL FG3 Flat Girder 2 A0038688 Job Reference (optional) me move , ruses, ron Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 1 ID:?sOCMIzBGko2hFpRYibzzzOpep-Ts8aZ1 R7ONKWIQpo3?hluX14L4hP37RK3XGy_AzBJZ? L 2-3-8 + 4-3A + 5-9-12 I 7-9.8 + 10-1-0 2-3-8 1-11-12 1-6.8 1-11-12 2-3-8 axo = 3x6 = US = 4-3.4 1 6 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Verl(CT) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x6 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 10 = 1029/0-7-4 (min. 0-1-8) 7 = 1563/0-3-8 (min. 0-1-8) 9 = 2575/0-3-8 (min. 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 293(LC 4) 7 = 215(LC 5) 9 = 226(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1563(LC 1) 9 = 2575(LC 1) FORCES. (lb) Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286,2-12=-112/947, 12-13=-112/947,3-13=-112/947, 3-14=-112/947,4-14=-112/947, 4-15=-540/140, 5-15=-540/140, 5-16=-326/47, 6-16=-326/47, 6-7=-833/138 BOT CHORD 9-10=-67/633, 8-9=-140/540, 7-8=-286/1815 WEBS 3-9=-939/90,4-9=-1741/145,4-8=-80/588, 2-10=-535/67, 2-9=-1404/196, 5-8=-1410/269,5-7=-1635/271 Continued on page 2 NOTES- 1) 2-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. 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) Wind: ASCE 7-10; Vull=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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrenl 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-" 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 293 lb uplift at joint 10, 215 lb uplift at joint 7 and 226 lb uplift at joint 9. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 113 Ib FT = 10% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pit) Vert: 1-13=-420(B=250), 6-13=-170, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(B=-219), 6-13=-190, 7-10=-20 Concentrated Loads (lb) Vert:1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert:1-13=-295(B=-125),6-13=-170,7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-717 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: 1-13=440(13=315), 6-13=-125, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(0=-242), 6-13=-125, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=1312=42 14=83 15=4816=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-13=-419(B=-294),6-13=-125,7-10=-20 Horz: 1-10=24 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=8315=48 16=189 wallumnnwryuunar:wT106I1 mtnmla,-mr2 nlur,urrhr.wnroissrdmdrdWAarehmthe le""pw;dbua.n I.rarl W.-SIMM"M Ideld—aoa.bar.rti Whlumwlhf, dihndbbT7lhMrN rleml Maplgbdpr.lpm bpo;budwwr witprwnw.upodbpb,dwd wlwgrrywWlr,bbb,pdMuq,Inul7ddwb111 w}.wb Al bin.pns-wmLldqudcwawdin Anthony T. Tanbo 111, PE I dw,d4 Im,Mghdhghbnqwdi;dbpu.bem irstd reanbWl.q mis"..b man dbOLIN Mew b bell 1.51e; ubd 114 gPrrddbl•dw bdlmdblm, rfryldYlmge. sddYwdbnq lldll,b"PsAbld bl yq lnprdlrwt. am, low. bnhd b lubrld pumr den bug lops tdnreaw.11nrplh,ml, Mew wl amend~ pwrd pdo. ml.las Its nprwsn dw,rb lm,a unr 80083 Aa.b Wud q.ldb qnq qw. ahghdl Prnwdrd blwu hvptgwwhrr161HgIrup...Ina limp bpwrdsrMq Uartl.d brn nnldal.lnl °' InpfgndlmtPwbw.,wn, 4451 St. Lucie Blvd. Fat Pierce. FL 34946 GppiphO7DIlAltwllnnrl•An1.gLlrmb.Ul,.1. hpnl.4rordd'nblmrm,trot.rw,i,pdiludridrnThe rnlle.penhittinban A•Itod6nu,•ArA.ryl.l.wl.11l,Ll. Job Truss Truss Type Qry Ply RYAN HOMES / SUMMERLAND WRCSUKL FG3 Flat Girder 2 A0038688 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83 210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Page 2 ID:?sOQvilzBGko2hFpRYibzzzOpep-TsBaZ1R7QNKWIQpo3?hluX14L4hP37RK3XGy_A 8JZ? LOAD CASE(S) Standard 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(13=-242), 6-13=-125, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=4816=189 frog rwj own#,n.b.rb•I l llolnatorifulnurIntnlla l lalmenuf101-WI2truVffArl.R lRra r l uamwwla,wr Wm MmrYa1 elk UP. y I',— rbruilwM4h17/bwnel yl Lwr ing1lglrwQr,Sparq bpw;mvww sllWrynrwrswbpawmr dwwrd garrvl nywWngYbr ln}dor rair lna". w6W".wb Rl Anthony? Tombo ill, P.E. dmdbblmtYgWlybarmpWdndtrPmbO artrww'b i wbWlyWwp, Orr bwllblLbCdhbdlrYrynadltil.bgaml dald!Wlmdbinnw7A 1 Ibrwmq.YW9a dbmlJfMbnq ullnrl v80083 rwlgMp drere U nrwrw blGldar n 11nNmrdmpll, rwrwr ldg Ebw pWpduV.4Mid NIA nr/rndy rnn11pAMW11I.P.J.1 MP —Id 1m1 WrMnw,w.m 44515t Lucie Blvd. ArnrY MM II riH'bgdq w Nay Ir d lw.w marl M1 lnY itll rgiwll b lm 6 W' q MPie, w lmi flcs tyors d Or wUq Uar2ll!1b:n r w lddbml Fort Pierce, FL 349d6 ppilb07016AIhWlrrtur•Anloryl. IrmNIll, 1.1 trprboioldAbbwalro,rrnllwa spblileedrtbcdrle+rinnlnmrruMM1wbbllydlmrerr AIAYerll/ner0111. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND " WRCSUKL FL01 Floor 5 1 A0038689 Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H 2-6-0 4x8 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 M17ek Industries, Inc. Fri Jun 8 15.36:31 2018 Page 1 ID?s00vllzBGko2hFpRYibzzzOpep-x2iynNSIBhSNVaO_ciCXOkZApTveoR?UIB?V WdzBJZ_ II 1- 8-0 1-10-8 „ 1-8-03x4 = 3x6 FP= 3x4 = 0- H1-8 Dead Load Dell. = 3116 in 4x8 = 10 11 3x6 = 4x8 = 302 MT20HS FP- 3x4 = 4x8 = 3x6 = 1 SO SP= 30 = 0 223 9 017 2}" 21- 2-8 r 21- 2-8 Plate Offsets (X,Y)- [1:Edge,0-0-12], [2:0-3-8,Edge],[4:0-1-12,Edge],18:0-1-12,Edge], [10:0-3-8,Edge), 113:0-3-0,Edge], [14:0-1-8,Edge], (15:0-1-8,Edge], [17:0-3-8,Edge), 119: 0-1-8,0-0-121. [21:0-1-8,0-0-12] LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(L-) 0.43 14-15 585 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matnx-S Weight: 104 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 20 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M 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 (Ib) or less except when shown. TOP CHORD 2- 3=-3715/0, 3-4=-3715/0, 4-5=-4902/0, 5- 6=4902/0, 6.7=4902/0, 7-8=-4902/0, B- 9=-3713/0, 9-10=-3713/0 BOTCHORD 17- 18=0/2162,16-17=0/4610, 15- 16=0/4610, 14-15=0/4902, 13- 14=0/4613,12-13=0/2163 WEBS 10- 1 2=-2391/0, 2-1 8=-2391 /0, 10- 13=0/1714, 2-17=0/1717, 9-13=-252/0, 3- 17=-255/0, 8-13=-995/0,4-17=-990/0, 8- 14=-106l727,4-15=-108l733, 5- 15=-315/10, 6-14=-311110 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131- X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard d+ w I+r. W116eppa dwdnd dn•mlmsOs:p Me.glRPab1Aw1 I. IwbR rl WoolNnlMm Nisi dM-M ad elk 1W.w1 ild rdls01,124k,de bslsnshdplq•dps.lpash lglws;wWwglWsgnwts•oprrdblsdnd•d sgsvedgssywtddr166 Mgsdbw/s lnu kr4Nwb gOrdl.wb R1 1 pYpnswpws ' ldg wftm'weir" Anthony T. Tombo III, D.E. dmdlblgsMgl. U gbhgrw•ilndhP.m.4D.•isrorcdlpsabWLgps pn,+4swnndstiULLl4dwYdl.Ygsdsdltil, IhgxnddOslWrdw;edlmd4lq IdygM7gosgs.gx7d•d•gsld MwnysWts d a 80083 bluglssgvdxn t o..d.mlow•bduslmd essVN-1bMbglwdlxpswWawaMr."pin}pYlhlnl•lydrwseltpwipJaalnlMowImpsWfrnsdWsdpEnsbup.Lminplgewof lgsPAWN.",•Y%s 4451 St. Lucie Blvd. Re-lu lduN lle[b,dgnd gwe.agh dlMnlwdsd hlnuMup lqumArtlblilgMsgw.a lmslryRe 6pwdwrldlq dgdl lN4:nq •MaNslil Fat pierce. FL 34946 GPpgM02016A1iw1Isessrs•bllery1.bedtelll,P1 tepddediaei111humorm,ieway Iwo, isprlilded+ilkdThe +winnpleissiwhem Adbolhrsses•Aedwryl.lewbeIII, P.l. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0038690 WRCSUKL FL02 Floor Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H I —i Run- 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1 ID•?sOQvilzBGko2hFpRYibzzzOpep-PEGK iTNy?aD6kzAAQ)mzy6K1lD?XuKdWrl323z8JYz 2-5-0 1-" io-8N-8 Dead Load Deft. = 118 in 0 232 19o 24 3x6 = 3x8 = 3x4 = 3x8 MT20HS FP= 300 = 4x8 = 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 400 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 20 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur(1ns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 12-13. REACTIONS. (Ib/size) 13 = 2335/0-3-8 (min.0-1-8) 19 = 1027/0-74 (min.0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-1066/0,22-23=-1066/0, 11-23=-1066/0, 2-3=-3302/0, 3-4=-3302/0, 4-5=4104/0, 5-6=-4104/0. 6-7=-3067/0• 7-8=-3067/0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18-19=0/1 963, 17-18=0/4104, 16-17=0/4104,15-16=0/3894, 14-15=013894, 13-14 =0/1 578, 12-13=-917/0 WEBS 10- 1 3=-1 28810, 2-19=-2171 /0, 2-18=0/1480, 3-18=-301/43, 4-18=- 1130/0, 9-13=-2353/0, 9-14=0/1706, 7-14=-261/0, 6-14=-976/0, 5-16=-296/0, 10-12=011388, 6-16=-1071712 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. CSI. DEFL. in (loc) I/defl Ud TC 0.78 Vert(LL) 0.4814-16 490 360 BC 0.96 Vert(CT) 0.57 14-16 413 240 WB 0.81 Horz(CT) 0.08 13 n/a We Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead ; Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=100 Concentrated Loads (lb) Vert:11=-1070 21-2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 lb FT = 10%F, 10%E awsy•Ikruangarwm•sr'tlnGl ttft3ft(Sllllrl ae!ellWeuDr7G(i{m1G'IiS.T,nu(NWri'rs.SMr Ydprwend dn.e t6nrinp agSRQ.rlAg11"IMblser SWWnm msmunuotl ailsW-ei, WhlsanwlsnsseyrnAM0111nM el. brLnsMYplgweps.Spmr4pMaWwml lAlsynaswwop:easreanssd gaw4lseywWagMws In}aaseir lnnl7e4rwOslWwq. ynlM11 TalKpwepmbdAgiwma as.nmyAnthonyT. Tombo ill. P.E. i a8008344515tLucie Blvd. Fort Pierce. FL 34946 ppilMOf1111A•Ilwlhnsn• Anlay1.InkW,rLhpdwindAisk ass,immylesm,ispelldd.nlssThenmcelamissiwhimA-Ikdhnus•Assay1.lwlelitr1, Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND " WRCSUKL FL03 Floor 5 1 A0038691 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run. 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15,36:32 2018 Pa je 1 ID:750QvllzBGko2hFpRYibzzzOpep-PEGK TNy?aD6kzAAQjmzy6KrtGzXtxdWri323z8JYz 0-1-8 HI —; F 2.0-' 2 I,'0-00 4x8 = 3x4 = 3x4 = 3x6 FP= 400 = Dead Load Dell. = 118 in 30 II 3x4 = 34 = 0 2609117 3x6 = 3x8 = 30 = 4x8 = 3x6 FP= 400 = 3x6 = LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) -Except' B7: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. REACTIONS. (lb/size) 23 = 1007/0-7-4 (mm.0-1-8) 14 = 36/0-3-8 (min.0-1-8) 17 = 1749/0-3-8 (min.0-1-8) Max Uplift 14 = 163(LC 3) Max Grav 23 = 1015(LC 10) 14 = 208(LC 4) 17 = 1749(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0, 5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0, 8-9=-264 2/0, 9-1 0=0/1 297, 10-11 =0/1 295, 11-12=-137/426 BOT CHORD 22- 23=0/1 886, 21-22=0/3842, 20-21=01384 2. 19-20=0/3547, 18-19= 0/1080,17-18=0/1080, 16-17=- 426/137, 15-16=-426/137, 14-15= 426/137 WEBS 2- 23=- 2086/0, 2-22=0/1401, 3-22=294/16, 4-22=- 963/0, 9-17=-2434/0, 9-19=0/1759, 8-19=- 253/0, 6-19=-1027/0, 12-14=- 174/564, 11-17=-1163/0, 6-20=- 2/694 1 CSI. DEFL. in (loc) I/deft Ud TC 0. 79 Vert(LL) 0.3819-20 631 360 BC 0. 77 Vert(CT) 0.5119-20 462 240 WB 0, 84 Horz(CT) 0.07 17 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 14. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-1Od 0.131- X 3-) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard PLATES GRIP MT20 2441190 Weighl: 128 Ib FT = 10%F, 10%E irq•Atlr ilrlil!n•r-Ib'11 not 1gS36(YOlrj QlNll llbOlriU7lRNlISVlxj lilfl;4n[RWgIr 4a 1rA1 hdppmnndnd tlnnmLwt hspingSlSO'dOt lfrll.IrYR114bat LlnMn.x Mntee.,u tM1sMIDl.ry IOtli mnw lMllsMan,Ih,YlllMhntl. ntunl hdplgnapr,1pat t t-p1,lbvdwglnI.Pts"tov$W dtb pntltd qau btntpolay1. N tnvdb1.0 tins 1wo"wa rdr.an at. Abopngtws brlgnmewLvmM1 Anthony T. Tombo ill, D.E. dwd-nh Al klrglrl4yM`totsnhar, do. 0-n.n0-r.Co bw,pdrblru.4burr,ob,l-Dndtrtlt.6&.Whbdl:fqnqdFM1l.lhybnd/t Ip d hxlndYlmtdlhYAh w gr.bll dbl.tlWlhbinynWnr1 a80083 tb lrty Mpud4l:r trn>rtlrlwrbla0dopm1ldydlhlldrM d4lgwnlOgM SIMpW%1W1t111dxUn,drn04pnipiu In1 YSrlbnYr Mnslbant4Lnl hupn.hnl0np[gasdtmlo e•.>.M,w'm 4451 St. Lurie Blvd. tMMAY Emd y tlllrtigd qn r mmI h i Pns bird Illtnn hlgflpstr LL 1rI O W' ghlq, r In:ISnxMEytlrdtM blkl IA m01a11bm n nitx1 r in1. Fort Pierce, FL 34946 oppilM01IIIAlloolbasts•Aninyl.lode01.p. l. hpolw,adAillorvoe,isoylal<npoilVatdr,dnflltvrititottmnsitofin A-1hdlinsts•111Eny1.WWII, F.1. 1 Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND A0038692 WRCSUKL FL04 Floor Job Reference (optional) Al K001 I fusses, ron Ylerce, rL JV`J40, oeslgn(aailruss;com 0-1-8 H 1 2-6-0 1.5x4 II 1.50 = 3x6 = 1 2 Run' 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1 I D'?s00v1IzBGko2hFpRYibzzzOpep•tRgiB2U?Ili4 kuYNk7E?W9f VkHesG R8mIVUcaVzSJYy 1-3-0 2-1-8 1-8-0 OH8 I r 1 5)(4 II 11.50 II 3x3 = 1 SO II 3x6 = 1.5x4 = 3 4 5 6 7 3x4 = 3x6 = 1.50 II 3x6 = LOADING (psf) SPACING- 217 CIL DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.17 10-11 911 360 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.22 10-11 717 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC20177TPI2014 Matrix-S LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 714/0-3-8 (min. 0-1-8) 12 = 721/0-7.4 (min. 0-1-8) Max Grav 8 = 714(LC 1) 12 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0, 5-6=-1854/0 BOT CHORD 11-12=0/1270, 10-11=0/1854, 9-10=011854, 8-9=0/1294 WEBS 2-12=-1404/0, 2-11=0l713,3-11=-275/2, 4-11=-266/260, 6-8=-1418/0, 6-9=0/763, 5-9=-297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 67 lb FT = 10%F, 10%E r.eq Fbv%.' hmvetb'1ln/fl11116r'dekflel:ul ei16A10f71RK(ASIObrWI!r;t(UfrincYq'IF. lnfr6y(.gqudeNgnuqslms ktybf.y(RP,dm&"I I Irtlegel hlorsaft /nw; IrlmdMnvddtlnllo W.W1 W1tlumfse fYnfsMre nMMmlMblt add bebnrhvp iqW pf.lroMfbp ymvdwnlMeQeseaso upudmitdnsbed gfrflgnQqugabinpdOrfqrlmi6l M vmW. d. Rl binprnnpte Wgtegwtl.smlOM Anthony T. Tombo III, P.E. dmdbsitnsMgMlbgnmvQeMtindmO q memfestrMQd bMx.gOgp,.mewndm4{.bA;dmM1.51geWdlM1l, iMq ndFile lMW.!b0nedim lmG.lMeg40 wqt. muft—ol hm LidilemItwAubd d 80063 4kWlhf Ptdlfox u 1f ldM. Ib 0 WIN POW d rdthM dm bm" rt ptd WM h IRWIN fpmdram 4451 St. Lucie Blvd. A nv ld, eM llels QeM gw..gqhdll.tnbded lY lout vrlpublciml.:J;htgq,brflsflsEgnq dtf"" a rvidiM4:nnnldalbml Fort Pierce, FL 34946 ppi1N 0 2016 A•I tool hoses- WWI, 1. flow Ul, F.l. tepid dtm d lln l bmeM, IF dq laq is p hided.illyd rle rrixe peeissin how Ad l olbetin- Adtlny 1. bake lit GI. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND ' WRCSUKL FL05G FLOOR GIRDER A0038693 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss com Run: 83 210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Pagel ID:?s00vl IzBGko2hFpRYib=Opep-IRcUB2U?il i4 kuYNk7E?W 9fed Hi2GSM mlVUcaVzBJYy 0-" 40 = III 5!j II 0-10-0 2 7-11$ 40 = 4 1 50 11 1 2 W1I IT t7 150 II 1.50 II 7 6 5 4x4 = LOADING(psf) SPACING- 1-4-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(Oat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 8 = 1177/0-7-4 (min. 0-1-8) 5 = 1175/Mechanical Max Grav 8 = 1177(LC 1) 5 = 1175(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1175/0 BOT CHORD 7-8=0/1175, 6-7=0/1175, 5-6=0/1175 WEBS 2-8=-1644/0, 3-5=-1644/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=-1032 3=-1028 CS1. DEFL. in loc) I/deb Ud TC 0.21 Vert(LL) 0.01 6-7 999 360 BC 0,40 Vert(CT) 0.02 6-7 999 240 WB 0.38 Horz(CT) 0.01 5 n/a n/a Matrix-S 40 = PLATES GRIP MT20 244/190 Weight: 21 lb FT = 10%F, 10%E veep Floss, b."all oMe*14OfImsruumawnros9loutron(nre+frrtryuwarwarrr.Iwar(rw 4n(rr.aeeua.M„me win.t tbi4 ee.lMn Ydherb6lClebr l betmrtYue elre•lA l tgrelib W q i'anpuel.." 4b1011"Mum reWe. Anthony T. Tombis III, P.E. 06m41, 1Mr in "I a WYlbyr.ebxsmrlMOC lrUsiled pMpuerr]ALh.Wedildo INW eibtlm4w ad% puy rg1 nlriloglxgerb ear Ilr n Meeebe RFrY reorrriWe/OeMllyfeuerrelMF Y.re:rDpgNIWI.IIrSII1nrQ.arrlMiwrd prn IIN A6nbuu riL•r Mn40r bnebye.,bnfMylgrw rirnrllsrht•e,in 60 63 eb.•W bbrlF etwtggrrpe•rdpli pArr beAd Ibb r bv lgaelr Wl4lWpbrgn,e nnl M,Yn lgwe d r hdeq UrgWudbn ee tlerlellll OLucieBlvd. Foil ri Dleierce, FLFL34946 1m14MVIQIIAI114wholses klbrryl.le N41.F.l. Iepdeniwduie/mo.n.ioal4raispobbud.iDwlslit .rmnpuenlreoben IlwNl10.1 Job Truss Truss Type atv Ply RYAN HOMES / SUMMERLAND WRCSUKL FL06GE Floor Supported Gable 1 A0038694 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com 8 3x3 = 3x6 FP= 1 2 3 A 5 R 7 R 9 42 41 40 39 38 37 36 35 34 33 32 31 30 = 34 FP= Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15-36:34 2018 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep-LdN5POUeUcgxM27ZIt1E2NBrOh8O? Ow 9E9.6 xz8JYx p 8 3x3 = 1n 11 12 13 14 15 1R 17 1R 19 2n 21054 6? 0 i 01 ld 30 29 28 27 26 25 24 2322 3x3 = Plate Offsets (X,Y)— 11:Edge,0-0-12 .143:0-1-8,0-0-12), [45:0-1-8,0-0-121 LOADING (psf) SPACING- 2-041 CSI. DEFL. in (loc) I/defl Ud 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 22 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 111 Ib FT = 10%.F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flal) 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-" oc bracing. Except: 6-" oc bracing: 34-35,33-34,31-33,30-31,29-30, REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24. 23 FORCES. (lb) Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 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 de.q stets•tfhntx.b'1I1[O111o61'1I1UR WIW 1:u4tI/talOtltRiC.rW'IljxulnlRk'trN 1.(jM.ppmarrtrw..e.4w7M.pw.gDAlrbm.rI 11d.lILld.tp11.dM..ti. Wud.•x.=dokIII.eb MIdowOtrpbtdib.rbbiftoo4d lt.Itm bw tow.0,3proh[y..f.t ttd..r w mor wnp-db rtdt.wrwp—pro drub b 64 do 001m1hoodebIN 0. i I1/1.Too Inv owritebgtretn, 1060 Anthony T. Tombo III, D.E. rnrdb.4ntbe1Wblhbntr.dirldb/•.t,b/.tlilttbdMq.d.bblbFb.pr..bttgsdbllLb4(rbbdWgtwrllll.Aq.Ndblllrelbtl.udbimte6dglwbgd.p.rtY.rYtyudMbmlwdLjd a80083 WW1gkp"dd(td.wt.11OnO t.btlrrbxWand P66.01616I6ortttnt.wld iM..a.Duprtaddymrlul—Mwwbpodpd.,nuw,t,btmmofttrwtdbI—M",ImrbtpbrmolIt ,dofita,rttt 445) St. Lude Blvd. 4n•w IF.M I; t(tdpgr q.. nitFlrgpnt.w.M Ib 4n. bup tSsnb Wlb Wgbnp... Untllt4.ltp.. d.!1.4}Utlhl.dbrt.tn6tw1.1111. Fort Dlerce, fl 34946 R14b0701611lad hents Anboll.lmwatF.I. Itpd.niodINS dw.end,inglone,isF..bbudtidbMeeninto Faduiohow AIIWbows Molloy I..bIII, F1. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND ' WRCSUKL FL07 Floor 7 1 A0038695 Job Reference (optional) II I K001 r r055e5, ron rlen e, rL ORURO, 0e519rotlyaI L U55 cum 0-1-8 H 2-" 4x8 = Sxe = 1 7 3 e 5 Run: 83.Z10 S 1 May 18 Z018 Print: 3.210 s May 18 2016 MiTek Industries, Inc. Fri Jun 8 15:315 35 2018 Page 1 ID:1sOQvllzBGko2hFpRYb=Opep-ppxTckVGFwzozChlrYGUbakyP5J2kKt3DozieOZOJYw R.0R:@4 Sxe = 3x6 II 3x6 II 3x6 FP= 3x6 II 3x6 II R 7 R o In 11 19 N-8 Dead Load Dell. = 3/16 in 400 = 114 1 • 11.. 06 = 400 = 302 MT20HS FP-- 3x6 = 3x6 = 400 = 4x8 = 34 WB= 1: E d a e.0-0-121. 12: 0- 3-1 111 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) 0.55 19-20 533 360 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.75 19-20 387 240 BCLL 0.0 Rep Stress Incr YES WS 0.50 Horz(CT) 0.13 16 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP 240OF 2.OE(Ilat) BOT CHORD 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(Ilat) OTHERS 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 10-" oc bracing. REACTIONS. (lb/size) 24 = 1335/0-7-4 (min.0-1-8) 16 = 1329/0-3-8 (min. 0-1-8) Max Grav 24 = 1335(LC 1) 16 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4450/0, 3-4=-4462/0, 4-5=-4454/0, 5-6=-6936/0, 6-7=-6936/0, 7-8=-6971/0, 8-9=-6948/0, 9-10=-6948/0, 10-1 1=-6948/0,11-12=-4494/0, 12-13=-4502/0, 13-14=4490/0 BOT CHORD 23-24=0/2568, 22-23=0/5969, 21-22=0/5969, 20-21=0/6971, 19-20=0/6971, 18-19=0/6971, 17-18=0/5994, 16-17=0/2622 WEBS 2-24=-2839/0, 2-23=0/2091, 5-23=-1644/0, 14-16=-2880/0, 14-17=0/2077, 11-17=-1627/0, 11-18=0/1045, 9-18=-553/141, 5-21=0/1059, 6-21=-546/147, 7-21=706/512, 8-18=-693/526 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) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 155 Ib FT = 10%F, 10%E 4q.M•. tmw1111 wrY.ow•I I ICCI mnorllelrl 11011nwuo,algnlmal'krr;u0e ur urrre, hn,try e erodnrn.orl,rh•.o q!Iw,dmu.rl. l.aall WoRNMlrnose Idrnsr.m rr.rm.*N NWron+lor ddhwrlmm nlwhr0l hpolwwwowq TsImpormrM,*.wm AI. SY" ospopmn.wr141 Anthony T. Tombo 111, P.E. dnrsll. 1.1Mghslbqnm,rgwAhnldo. ersu.mC.wirssbtlwSsxbsWlnllnrpr,eowtddslow ULUCombdlwxeltoot odMI lroppnddIII llldSo! bdlnr slim lrm.rehioobxgryaigr.bydewdbngbObmmpolgd 980083 mleyphs woseco now offhfwsmmpww/msIII son Vtebwrhup.hwrbsplghadlmlr dt0.x,wnl 4451 St. Lurie Blvd. Ax.ltrWmlllelereslgdr,w e.xmlh Opdn mthA Mlmshtq ltptnbrClmbxphsp,wlmrSrme btrym slge4q WowfllrlmmnhelbnlRl. Foil Dierce, FL 34946 ppithOttlAAllodhosu3•b11nr1.tomNl4,/1 trpoboinWibis dmooeerioSIT tho4isrolibard AttoThe vtinnpomSSinben 4•Itool lmurAeAnrlbhtoIII, rl Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL08 FLOOR 6 1 A0038696 Job Reference (optional) Pt moor I cusses, ron nerve, rL jgvno, oeslgn aeaiwss.com 0 d 0-1-8 H 1 2-41-0—I 1.Sx4 II 1.50 = 1.Sx4 = Sx10 = 5x8 = Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:35 2018 Page 1 I D:?s00vl lzBGko2hFpRYibzzzOpep-ppxTck VGFwzozChlrYGUbak_mSMYkIG3DozjeOzSJYw 4x6 II US FP= US FP= 4x6 II 5x8 = Dead Load Dell. = 3/16 In Sx10= U3II d 28 27 26 25 24 23 22 21 20 19 18 17 4x8 = 5x12 = US MT20HS FP-- 5x8 = 3x12 MT20HS FP- Sx12 = 4x8 = 5x8 = LOADING(psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E(flat) BOT CHORD 2x4 SP 240OF 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 28 = 1448/0-7-4 (min.0-1-8) 17 = 1448/Mechanical Max Grav 28 = 1448(LC 1) 17 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-5351/0, 4-5=-5373/0, 5-0=-8339/0, 6-7=-8339/0, 7-8=-8339/0, 8-9=-8669/0, 9-10=-8360/0, 10-11=-8360/0, 11-12=-8360/0, 12-13=-5418/0, 13-14=-5395/0 BOT CHORD 27-28=0/3019, 26-27=0/3015, 25 26=0r7197, 24-25=0r7197, 23-24=0/8669, 22-23=0/8669, 21-22=0/8669, 20-21=0/8669, 19-20=0r7230, 18-19=0/3079, 17-18=0/3084 WEBS 14-17=-3361/0, 3-28=-3302/0, 14-19=0/2529, 3-26=0/2551, 12-19=-1957/0, 5-26=-1969/0, 12-20=0/1228,5-24=011240, 10-20=-297/69, 6-24=-295r71, 9-20=-994/353, 8-24=-1010/336 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 3x6 MT20 unless otherwise indicated. CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.23 Vert(LL) 0.56 22-23 562 360 MT20 2441190 BC 0.46 Vert(CT) 0.77 22-23 409 240 MT20HS 1871143 WB 0.61 Horz(CT) 0.12 17 n/a n/a Matrix-S Weight: 205 Ib FT = 10%F, 10%E 4) Refer to girder(s) for truss to truss connections. 5) Required 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard vo. •Aax..pho,w. s ureu tuaerrutriw0e t uaeuulontmr.ravrtrlotarl. rrr. r.,%w gP—an W ,rrr.e.u. sImp..yMnIftLa.r t Iwart.r+.,.uaarr,.. Mudwm md loM I. wi+..aslr.rAr.rrnla.rnLL b.lmrn h .np..SsdtEW4bud.."FillnprnOom u+A.M.r+.pugny.eir 61...p4any.Im.egw ft11r.sh.rxlnI. Adi.psvgfe W.ts.,ss.Mn Anthony T. Tomtto III, D.E. du.4b6mYRr+tihbnyrO4j+0.Daa,hO.w.i..0.ud.p..Wqk>r...hle.t.+s.4f.0.Rrsr+sW.MdIM Ir p W+rlarnhtlnr+sllm..8iq./Yq +np.mWsrksq YAsmnysWkr+ S 80083 aMifgAs# nrlr.M u.r.m.,.Irnrrrr.m.rprrn+rFryc.am.uqr.crlr rwrlymrful...m.+rpraF.r.. mirror.r.u..rwo+a.Im.wyr,u.r.pF.p..rtm.rl. ..,am m.. Iurrnl .Frayr4...gar..n.,n.r trA..wyt.r.eegtrF.ryr..po..wmyr.y..+mrw4 uyrwNr....nur.nll. 4451 St. Lucie Blvd. b Fort Dlerre, FL 34946 GrylOb 0 MI/ A I Reel hem • Adbq 1.Ir1e U1. /1. leprbnia of Ilis hosed, 601 Ms, is PaWe/.dked The mmeg rsoisie 6o A 1 bd L.sve - ANwr 1. bnM III, Pl. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL09G FLOOR A0038697 1 Job Reference o lional y.nwa.nvaS.Wm Run: oa.c lu s 1 May i8 cuid Print: 6.2w s May its zulis M7ek Industries, Inc. Fri Jun 8 15,36:36 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-HOVrg4 W uOD51bLGyPFoj7oH6CUlbThADRSjGBgzBJYv 0-1-8 H! 2-64) I 24)-00 2h— 112 Sx6 = 5x6 = 3x3 11 MSH4223x6FP= 3x6 FP= Sx8= U12= 302 MT20HS FP-- 3x8 MT20HS FP= 1.5x4 SP= 1.Sx4 SP= 500 = Sx8 = Dead Load Deft. =114 In 602 = Sx10 = LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1. 30 TC 0.45 Vert(LL) 0.61 17-19 519 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.67 Vert(CT) 0.84 17-19 376 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 222 lb FT = 10%dF, 10%E LUMBER - TOP CHORD 20 SP 2400F 2.OE(flal) BOT CHORD 20 SP 2400F 2.OE(nal) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 24 = 124510-7-4 (min. 0-1-8) 15 = 1817/Mechanical Max Grav 24 = 1245(LC 1) 15 = 1817(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4934/0, 3-4=-4950/0, 4-5=-8106/0, 5-6=-8106/0, 6-7=-8106/0, 7-8=-9237/0, 8-9=-9726/0, 9-10=-9726/0, 10-11=-9726/0, 11-12=-7559/0, 12-13=-7538/0 BOTCHORD 23-24=0/2722, 22-23=0/6774, 21-22=0/9237, 20-21=0/9237, 19-20=019237, 18-1 9=0/9237, 17-18=0/9237,16-17=0/9356, 15-16=0/4142 WEBS 13-15=-4481/0, 2-24=-2955/0, 13-16=0/3721, 2-23=0/2417, 11-16=-2241/0,4-23=-1969/0, 11-17=0/402, 4-22=0/1446, 10-17=-328/0, 8-17=0/1132, 7-22=-1720/0, 7-20=0/342, 8-19=-282/0 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 3x6 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Required 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. 7) Use USP MSH422 (With 10d nails into Girder 8 10d nails into Truss) or equivalent at 20-34 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.lo the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 15-24=-7, 1-14=-67 Concentrated Loads (Ib) Vert: 11=-1131(F) PM' d'"WiM. tr'tl tM R=fk1UR &QW HIM t tIM0011 tM1 f wrI4tgdllRLrr M. W,! 4uplrwdndrn/an s. do i.ws 1nq b.q(IR)dtr 4Op 1 Ild.l rt 16wu Y.4M.. wt. Wu earws cdnM rl.sd! I610 s:O. 1161sYnndrtrlp.M.n1 p.4mF^T14°'F+_II.1!gnditrxd.qrr{.q.strs•mltrudtr Mutrt.gsaq.nP M btr1.¢dr vpl.ns lq.la•trl'd,..81x I, hYupnuyre YdyaY.inl ' "NMI? Anthony T. Tomtio III, P.E. dm/Ms MrY Ml nbnyw:iajd0.0on,Me.nirAn.•Aq.d.dYlYl kfQs..buwtdO. nLl. otMdYd pCbl.MrlM AgpwddYlMelgbY.u/a4n.,.M1 y trOq d.q,asANdYoIYdMYnyWjd BQBB) hllq MYp..lt.e.o L...MM.SIII.1{..m.nd IwdMhlo!an..fdd!W.up!ffjrlldd 1, RldSln.ndr.nNM1 .od . A71rLn b uu.tiLMdMn d h!.nrp Ab.b. Mlnl F.!WOgnl.ln's ^b111A1.t.I w.h.l IY4m Mu lyvnxrntrhtlgOrurn,. i.ml,Ynt dglolfq /1 r rd• sgx,4w hup blwp Mtm.M.dxhrr,.n 4451 St Lucie Blvd qw yd4uldnnnhM.1M11. GnsiFb0101{11b111mut1.Dp}LIcoM01.Rf.lep/browdllitdNsep,i.nllnaisp/6bort.4Mt6/nmwFnensirbin Allost bnurM0ay1.lwkIII, LI Foil Pleue,FL 34946 r Job Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND WRCSUKL FL10 Floor 2 A0038698 Job Reference (optional) Al e1001 I russes, Pon Tierce, rL s4a40, c esegn lyanruss.com 0 d I 0-1-8 H 2.6 0 1.50 II 1.50 = 4x8 = 1.50 II 1 2 3 Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:37 2018 Page 1 I D:?s00v1IzBGko2hFpRYibzzzOpep-mC3D 7OXW nXD W DVrSuJyg?pAW uwgCARMg6SgjGzBJYu 1-3-0 2-" 2-2-0 F1-3-0 W Dead Load Dell. = 3116 in 30 = 3x6 FP= 1 SO 11 30 = 1.50 II 300 = 3x6 11 6x6 = 4 5 6 7 8 9 10 11 12 3x6 = 3x8 = 3x6 = 1.5x4 11 3x6 = 3x8 MT20HS FP-- 4x8 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.45 17-18 525 360 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0.62 17-18 387 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T2: 20 SP 2400F 2,OE(flat) BOT CHORD 20 SP 2400F 2.0E(flal)'Except* 82: 2x4 SP No.2(flat) WEBS 20 SP No.3(nal) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 12 = 1094/0-3-8 (min. 0-1-8) 20 = 1094/0-74 (min.0-1-8) Max Grav 12 = 1094(LC 1) 20 = 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Its) or less except when shown. TOPCHORD 2-3=-3490/0, 34=-3490/0, 4-5=-4568/0, 5-6=4568/0, 6-7=4568/0, 7-8=4080/0, 8-9=4080/0, 9-1 0=-1 196/0, 10-11=-1108/0,11-12=-1196/0 BOT CHORD 19-20=0/2054, 18-19=0/4295, 17-18=0/4080, 16-17=0/4080, 15-16=0/2840, 14-15=0/2840 WEBS 12-14=0/1588, 2-20=-2271/0, 11-14=-251/0, 2-19=0/1588, 9-14=-1817/0, 9-16=0/1475, 4-19=-890/0, 8-16=-490/0, 4-18=0/405, 6-18=-424/0, 7-18=-145/890, 7-17=-334/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131' X 3") nails. Slrongbacks 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 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 101 lb FT = 10%F, 10%E ta,e..l>rI eeR.t. •e a wp mstoruuul arut nelu l tvelnantnl rxltruru.uw4re..1.p relp peWn r eedute.ne Ime beep hngllW;db tAegl Itaf a r t ti.eo xw ebe ro .ae e..xe etid.et Ie..1 rolee tewex l'e)eYihMbOnloM.il teelmelegelepe Pe-flodl bpee;bur.glCl 4mns.oprL/e pJn Y/gse9q mendblYSYf*O e¢ImtlgmlwblGl tll,I IFI AInpewp.0 4l.10MM12" Anthony i. Tombo ill, D.E. e.iA.ImiYegWlgh4eetel.die;iYD.mbOmi.sv i ebpolaeMxpn.Ymm Ort3.6CdQabo1h11q Wd11NMp W iipds;ldlm selmt dO Y/Yym*.b1Y..lYmgJfMsnywYq v80083 6. Wgh4wdtwono. tone tow. 60or. poises nopJonioo M"(genx Ift Wro"Paiip wip A.rxU xeeehewdbe peiphete. Use tle.eempexwsdean/hhen reegw. Ims lowteps ed lens entearo,ae,ee 4451 St. Lucie Blvd. Lane. wodryet.s,eepd.I.•.ortiape,e.+amt.dhuxlq.ebusft104kswc.Ns$101iepeutulwq umeadrmmemd.tne. Ftxl Tierce, FL 34946 ppilbICM11A• Itodbnsrs•Aotlopl.lwbe0tl.l. trpedwWoofAhdreoxw,unyINN, isleeehMd 4Awthe rrintopenosneobwA•1hollreeus•kilonyI lwtee114r.1. Job Tru s Truss Type City Ply RYAN HOMES / SUMMERLAND - WRCSUKL FL11GE Floor Supported Gable 1 1 A0038699 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:37 2018 Page I ID:?sOQvllzBGko2hFpRYibzzzOpep-mC3D1 QXWnXDWDVrBzzJyg?pMXu94CLkMg6SgjGz8JYu 0 t*8 ON 8 LOADING (psQ SPACING- 2-" CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017frP12014 Malrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flal) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(tlal) BRACING - TOP CHORD Structural wood sheathing direc0y applied or 10-0-0 oc purlins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20,19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 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. LOAD CASE(S) Standard DEFL. in (loc) Well Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 18 n/a We PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10%F, 1096E e.e•n e..l,>,.b•rarculunarsnuRauwrrosuworoncmannrub Nrwurb. e.nbu.rr r m s,u..,kq..yperlrrrogrr.sarllaa.eu ab+... orue..Mm.re.ti IAidr mr rlOSOd MwdbblU brA belm Mu*!q.p..N Ilars/b A.g1 n its+crtuibrNnr/.eugml.cYgbbMy e. depLnekpl.bl:f d,i I111.A6u n eyinY64-0--MOO* AndMny T. Tombo 111, P.E. SOMOst64sbgbAgbbngeeilrl/b0—.b0.wiA:8008) r hMq htlr rlrtw. U,ws.rrrrbntawr rbwa rw.t.utg rt...tprrrtwamrrrn..trt.etrbr.rpru nu rr t b stwetAeenr Ion dim I uI:Ve.I ib, [*-.d bwt4451 St. Lucie Blvd. AIe. W IbtlF etrrOgr ..tbI1lArAttenFtl Ib6m Mtq lrgetrtbU'1bMYq lrys.i,myyefym4gr l Urglbd bn.rnhbd. nil e Fort Place, FL 34946 eryriFNtD111AAlldlntses• 4r1eryl.lemNll/.1.Irrebmwdthis dor,men,bnllow, isrobilurl iaMIke neinFn iuiwhim AIINIhmn Aubryt.leekilllil. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUKL HJ6P Diagonal Hip Girder 2 1 A0038700 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@1altruss.com Run; 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:38 2018 Page 1 ID:?s0Ov11zBGko2hFpRYibzzzOpep-EOdcFmYBYA-NgfOKXggBDDMMAIMoxoV vmCNFizBJYt 1-5-0 7-8-9 1-5-0 { 7-8-9 1 2.83 12 30 = Load CT= 118 i a N n 0.5.11 7-2-14 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(ILL) 0.26 4-9 348 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.26 4-9 360 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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) 3 = 171/Mechanical 4 = 81/Mechanical 2 = 340/0-44 (min, 0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 116(LC 4) 4 = 79(LC 5) 2 = 302(LC 4) Max Grav 3 = 183(LC 19) 4 = 131(LC 3) 2 = 406(LC 19) 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=5.0psf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3, 79 lb uplift at joint 4 and 302 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 57 lb up at 2-1-0, 73 lb down and 57 lb up at 2-1-0, and 38 lb down and 50 lb up at 4-10-15, and 38 lb down and 50 lb up at 4-10-15 on top chord, and 55 lb down and 12 lb up at 2-1-0, 55 lb down and 12 lb up at 2-1-0, and 16 lb down and 45 lb up at 4-10-15, and 16 lb down and 45 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ; Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (Ib) Vert: 10=114(F=57, B=57)13=-9(F=-4, B=A) ewq•NtuMttdl.mw.b't1 001111S36rY111n or1W RW lf-v1714b(I11p11j CT.T,tlnCrlDWri'be IMI Mup AndntdnN ehtrntl tOnp6nq(Re;sMldf rl 1rY1trlhlrml4nMhm Wttdlr.N 9R1 NlOt.W dtudbtmbq Wlduttttb rYntMYnMrwblAwh do as t Im It" 1*0Ft•11t Ar l*."ib so w n lrnpao wtmpu din Pdndwd up" 1,400rl• Ot lnpdb ttgt lwa bpoWwhWtdl.wb W11 Thrnpwtt;r-us Ittegtrt®ttt.vsldl Anthony T. Tombo 111, D.E. I Wlghbigwfddqdbe.wt.b OnwttO9dgdwbltdAyMp4wbiwgddb Rb0.'tdb4dlwlt{whtllFl lit nMdblrldo; 4e nrdblmt. ttlNYFbOA aip. otNMs wlh dWhbn d 4 Mlq bpudhetm. r0 ottdr b100dbpYttmf pitwtdbheq lgwu Mtq eM1 mw pOnrdWrlh111d1111ntdenNti, pwd ryho. alnfwtbt hup. ht#rt d80083 tluwu mrhtfxtd i7td gwe.tghttrne MtA hhntG ! t4m'+untdYntbhm lmt mtlml endnu,wYtt 4451 St. Lucie Blvd. W pmbrGlbW9gMttpw.nlmtSlmshette/wreNiF UbY NY:nnetdslhlnl Fort pierce. FL 349A6 ioFpiFM O 711/ A•I tnt llossrs -Amboy 1.Irmlo Ill. P.I. 4pdmioe of d'n Awo nct ie ay two, is F*Tdtd willetgt vrian Fttmittin hem A•I lod ltnut • Auhar 1 It 6111, r 1. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' WRCSUKL HJ7 Diagonal Hip Girder 5 A0038701 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, desgn@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:39 2018 Page 1 ID:?sOQAIzBGko2hFpRYb=Opep-ibB S6YmJ8TESp?W4OLQIQvabihHg6X17Qxwo9z8JYs 1 - 1-11 0 4-6-5 I s 101 1.5.0 4-6-5 5-3-11 2X4 = 1.SX4 11 ---5 LOADING (psi) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.05 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.04 6-7 999 240 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 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 164/1VIechanical 2 = 541/04-9 (min. 0-1-8) 5 = 341/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 4 = 117(LC 4) 2 = 238(LC 4) 5 = 77(LC 8) Max Grav 4 = 164(LC 1) 2 = 541(LC 1) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =- 1085/306, 3-11 =- 1030/307 BOT CHORD 2-13=402/1030, 13-14=402/1030, 7-14=402/1030, 7-15=-402/1030, 6-15=402/1030 WEBS 3-7=0/287, 3-0=-1068/417 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; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7, and 71 lb down and 98 lb up at 7-0-7 on top chord, and 9 lb down and 8 lb up at 14-9, 9 lb down and 8 lb up at 14-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=42, B=42)13=-7(F=-3, 8=-3) 14=-17(F=-9, B=-9)15=-71(F=-36, B=-36) ad Load Dell. = 1116 in PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% Yuq •km s.wdy:1...1Y'11Ix1 anusrlollrl Arul nuo1lprnan IIIIOYj Irtr, tlllCnlrrtur Yrt, 4A1 Y11 ud.l d M.hl Mimi Mtp Ymg111D,db INrI IrM411 Ybm 111dHn col pnl dlnww sot wM Ill.wy Whi1 A111M IgIYnNNm171Yw dd UrLnlhdpllpropr,flndr4p.>;murwq arlgnwnwnl rdmpdndwd lgwMgmlwuldqNm Mpdm l.yllmllgmrwmll/ldl. cob Rl b6rp nlwp.a YdalamwtlgdDy Andlony T. Tombo 111, D.E. I dmdWlm7bq W1gU0 npfddu d0.n.40.wir oredrpx61d1 q bgnr,.y:wyn gULdr D dMM11.Yq dldlltl.Mpnd AlY/de; ldl rnd4lm dpdq ld"q Quill, sNMw d it" lMN W nspiesun or 280083 ml. y.lMp.dOcni: Unisidlw.mlUMr. pn6wldpidmlfilm WYgWis" Wittl ww POAN IRdYYlnrdm.dl.P."pjmoil05.1%,twWwalsdMlnl4Lnlhup.hmatpF.M1111.11bd.s.,wnl As.lw U. d 1114sogmlgww nghUl•w1 md N dlnu duplgmnbrClmldtarkup...lmtlrn.lgoledwr MlYq Ua.YaN.:mnnlMwlM1l 4451 Blvd. Foil Pierce, Ft. Fl 34946 ppiph0!{IMdim16su1•A. tbryl.lra{rm.L[. hpll.on.Yloil der mm.bIY/Maispn41He1.illcoIlig wilinF"ssinhis A•Ilyd6nul•Whey I bul.11l,/.l. Job ' Truss Truss Type Oty RYAN HOMES / SUMMERLAND WRCSUKL J6 Jack -Open 10 PIY A0038702 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946. design@altruss com Run- 83 210 s 1 May 18 2018 Print: 8.210 s May 18 2018 Mi7ek Industries, Inc. Fri Jun 8 15:36:40 2018 Page 1 ID:?s0QvllzBGko2hFpRYibzzzOpep-AnlMgRZO4Sb54zaje5s0eRoo66yPi_oM4hUKbzBJYr I 1-0-0 5-6-0 1-0-0 + 5-6-0 2%4 = LOADING (psf) SPACING- 2-" CS1. DEFL. in loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.09 4-7 729 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.07 4-7 905 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-&0 oc purlins. 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) 3 = 140/Mechanical 2 = 283/0-8-0 (min. 0-1-8) 4 = 72/Mechanical Max Horz 2 = 100(LC 8) Max Uplift 3 = 79(LC 12) 2 = 110(LC 8) Max Grav 3 = 140(LC 1) 2 = 283(LC 1) 4 = 99(LC 3) FORCES. (lb) Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 110 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 19 lb FT = 10% Ydrr rbru4.riw r.r.n •l i p01 InSSfifuulrl arw niw ua nxnmiui'err. ^,wun[i<+Ir i.., uM Amr pm., d nr..R.m t,n any r..ypta. a re.r t t.ra t t. Ar.m we w„ nr ran a.r sni a nr.. din pY Wb1 Mirff uor.ur6 splrr A4 Ifrbwf ktlp lgrrpr.fRJd(4p:;brdnglll n}erb nrpodrr aur rrrrrpnspr.Wr Mir lnpd4tyrimt4rndr4r ab.q..d. RI AMprsrpm.rdgrrm.t vml Anthony T. Tombo 111, P E I dmdLnlmlY gM4urb6 tlpWdn!d4 Am.Y O.nirOt.;W. In byr•.hiern o INRL 0. 9 WIN bdl.'lgnMd lnl iMpnd Or nldgmY rxohfm dAq Wii>ti piq.rNesdYotYOlrYuynitno v 80083 I.Ygrnp.dfefr.. 11nl row.b Odd inndpdYmr gt woMmb'rp .wpdJpWY111AdSWmdrrNY ..dpdru InIrLrMmpaiNmtlYrt4bnr Mupr.lmr hspfgm. albm ger.rs,r isl 44515t. Lucie Blvd e. iuAetlltltseyntgnr.,meltarnnwr.t tWtnuhdpl.obr6te.trigwup..t+uStnsEpndotMp loasdndNu.nrs.drmL Fat Pierce, Ft. 34946 oppipb0l116Ad[ oolbous•A.ibogl.IootblN,r1 Lrpoloiod*is imm.6ineel FlobibWu itlw11irnmc.prneitul.M1wA•14dbous•AuAorl.lmk.ill,p.l. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND A003$703WRCSUKLJIBEJack -Open Supported Gable 2 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:41 2018 Page 3 ID:Ts00vllzBGko2hFpRYibzzzOpep-ezJktnalrmjyh79vCpNugr 1jVVg88nybkO1s1z8JYq 1-0-0 5-6-0I1.0.0 I 5-" 1.50 II 6 5 x42c 1.5x4 II 1.50 II LOADING ( psf) SPACING- 2-" CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plale Grip DOL 1.25 TC 0.14 Ven(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 20 SP N0.2 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 5-&0 oc purllns, 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 = 30/5-6-0 (min. 0-1-8) 2 = 185/5-6-0 (min. 0-1-8) 6 = 273/5-6-0 (min. 0-1-8) Max Horz 2 = 98(LC 8) Max Uplift 5 = 14(LC 8) 2 = 79(LC 8) 6 = 95(LC 12) Max Grav 5 = 30(LC 1) 2 = 185(LC 1) 6 = 273(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 6=-209/315 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; Cal. 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 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) 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 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 240-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 14 lb uplift at joint 5, 79 lb uplift at joint 2 and 95 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% Y. Nwlb.knm•m't{lid llllx7j11lltriRrW11;US1(41AIOrit111C;'U'll'J4ta71LLRUrb. Is{.Nt*R.ais7d d.Ct On 4nI M7q a.y(IlQldrr tlCytlW lr: l/awf Wubl..0 Wu d.nl tsA MtA. rit Mhl r0e1Ol4YkndkYlC.M tit7lebntkujrbp.De.1 J.jl.)ba/grA prtun oglou/YRMu a ny WRMYMy/w Y imrhpl Orl+Jwl,,.1.IM IY w nu.1100,Anftny T. TOTb01t!, P.E. d.u/brlmrAw6lYyhYny 011q,YO.TrolruA gro.rWi M,uv..0 ude/MIII.hOIrIY/pNq 11M. Agnd/Y1Nr.I MIm/Y4nr .8kldY1 Y.r,ns'Y IY[q Yd snV y/ : 80083 rhilg"Elle s. awn wl d.b TOWNpn uld pkkm ON 114(ams We, hbn Dgpilnw F 14.11ul n Id-dw F drove I i um MngniiiM.l"".I N1 1Nw., 1-,Nw 1w.0 WIM, /.8i...reu 4451 St. Lurie Blvd. A.•he Mrlhe[Mp q d q.inIY117Al.w.wJM I 6nl kuphe" nUl Yldlgk p... nmy0. Iq_ i.7twhee U gMul lr.l.lnli d.N1 Fat Dlcrw, FL 34946 tgligNO>plillblllnlut klNryl.hdiel/.! Igid.mndllilbnuh,i.atlow, ngoklBel.ilrx7llenmulnoifsiMheeA•lbolbntll•MOugl.tuJ.11l,r.1. t Job Truss Truss Type Qd Ply RYAN HOMES / SUMMERLAND WRCSUKL J6P Jack -Open 4 1 A0038704 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.can Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:41 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-ezJktna 1 rmjyb79vCDNugry l VPk89EybkOl s 1 zBJYq 1.0-0 1 5-6-0 2x4 = 11-4-8 5-1-8 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 4-9 546 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 4-9 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-&0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 130/Mechanical 4 = 61/Mechanical 2 = 304/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 85(LC 8) 4 = 53(LC 8) 2 = 204(LC 8) Max Grav 3 = 130(LC 1) 4 = 92(LC 3) 2 = 304(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.Opst; BCDL=5.Opsf; h=15ft; Cat II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2. LOAD CASE(S) Standard ssq IbuYw ms.,a'llUggyp(SIWr1g1,14gW110l7DIINfglDllrfl!I;INCNFd11'Y,s.l aylsotlnfd,r/nwmLn,a:yanq(14PdMlrlgl Irb413.Msen34nMnm m„a,..aw.alop..y add,slwlbssNl,wAbblSf.a il 4,lm leyl¢spr.Spd1l.w;e,Wwglq,yor,osopo o,Mb,sW Arrsl nMaulW bs,lnp/4tej, Inu 4lnAwYgl w¢,,lel!/l nn,,pn,w w,.wq,.a.,.alp Anthony T. Tombo ill, D.E. d,wrYsimsts.IMU.yhIsttq. W41V0.,s.YD.si,rtls4drees,Its gkopn6 ,.,ossaIC ,b1K dIMW1sy;ndllt al lapb .1dMite ! bell .dO,Im'"bei mq,,ss SrwdYmgdllirengW wnr a 80083 r Wlqhs s rts. ws. u.ro san, s r gDrb l tbn r pMYns ab ae4 tq.m SAy ttr...DMMeudh nl rwl w„dswOt ps rprJwu Ti a4,s br,yruHan r sm, ruu.n hsp,lm,asphirss r iw s sntsrs, hs As.Us14sW11tl nagdws.,bphsalnnnr,.L 14lmshurl4m,It 1A.WitgM p,s.lnaSSms6isw4e1M4 Ymtlulrnn.ldwlsml t. Lurie Blvd. FoortrtSDierce, FL 34946 ppipMOTDIIAIt/dhnus• As11ny1. Inib/ N,l.l hp,slsoinWThis kwiti, its atWis. isproliliudWilkie ilt.6aaptr.m,nIsm A-1kid hlsm•IuiMgl I.sstsOl/L Job Truss Truss Type City PN RYAN HOMES / SUMMERLAND • WRCSUKL J7 Jack -Open 15 1 A0038705 A, 12—FT ....... C— o: . cr —A. Job Reference o tional y„ o •e•e••wrrr Run oa.c Iv s o may oo cuio Prim u.nu s May 173 Zulu MI Iek Industries, Inc. Fri Jun 8 15:36:42 2018 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep•69s647bfc3rpJGk5mWu7N3XD9vhglcUSgOAbOUzBJYp 7.041 1 0 0 7-0-0 —' 3x4 = 7-0-0 Dead Load DeB. = 118 in o A LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in loc) Welt Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 4-7 823 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SIP N0.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 3 = 129(LC 12) 2 = 99(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(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=S.Opsf; BCDL=S.Opsf; h=25ft; Cal. 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 e3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2. Y q IYN Mw lrr•bem'111101 nlllpfyelrj rlriel Re611e1pnle11g10Yj 14711''Ll"URfMor be brio bup pnu sd rdern wm bon pip Mngln41 of 4 bur11sp0.11.44en Lowrri•o wo Yen rAera wdwMlrl,y 4rhl rr M pns oMh r Ibb I110 w.Ne Ir a irwr Mug lrp Q e.Spxer bpwn;b ro4 w q nArs nrm s enopai 40, prbrsYd Ae•tilrnroulerl b or b}44 for I rr bind w 1h kY Ir. reh RI. A lrcp nvepan YNgbmbn raMr I deu lib U.nMg1 Iln hhrupnido,40.sr.60mtesTdeppdpd6q hupr.Yrr sn 1Y14YCdbYd1'lal rNrdlFl. lY p e1 Ylrldghdl rndYeim4.dNYl leOlq•ge Wrs dYnq uo/iYs ny Wn Anthony T. TOnIbp 111, P.E. to Maq Mpu d f rrr. N ar saw `1W db pmr dpdrheo 4 W Y4Y4Irel mlRer btr QllripYrMJ M A dLll ord uO• pmYp4¢ 11r1 YloLr t 80083 rs.m= It lumgrN q n4i4ird rmeo mobil A I" pup lepm b eei lo w1op", lnnlar nN'NblsdMnesubmpvp.Ynr Mug Dgndlmtr.b r.'rrl 4451 St. Lucie Blvd. I Y4 wrdNM erpSlaN:ann4dwlbllsl oQpi1HOTD11Adtodlmssrs•AnlaTlbmlolll-N.DepoDooiodAir AomeeN,iofly lawispoliliu1n11eNsit wines preissiwbee A•Ileft brssa•4Aarl.Iwtolit? 4 Fort Pierce. FL 34946 r T' Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUKL L01G Hip Girder 1 1 A0038706 Job Reference o ti All Root Trusses, Foil Pierce, FL 34946, designmallruss.com Run: 83.210 S 1 May 16 2018 Print: 5.210 S May 16 2016 MiTek Industries, Inc. Fri Jun 8 15:35:43 2018 1.50 II 3x4 = Dead Load Dell. = 118 In N 40 = 4x4 = 5-6-0 10-641 15-7-8 1mi5-1-8 5-0-0 5.1-8 NV Plate Offsets (X,Y) - 13:0-5-0,0-1-13] LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,99 Verl(LL) 0.23 7-8 845 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,81 Vert(CT) 0.22 7-8 883 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matnx-MS Weight: 64 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1075/0-3-0 (min. 0-1-8) 5 = 1075/0-3-0 (min. 0-1-8) Max Horz 2 = 35(LC 8) Max Uplift 2 = 782(LC 4) 5 = 782(LC 5) Max Grav 2 = 1075(LC 1) 5 = 1075(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2325/1680,3-19=-2173/1632, 19-20=-2173/1632,4-20=-2173/1632, 4-5=-2325/1681 BOT CHORD 2-8=-1548/2156, 8-21=-1565/2173, 21-22=-1565/2173, 7-22=-1565/2173, 5-7=-1534/2156 WEBS 3-8=-209/361, 4-7=-213/361 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 782 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 Ib down and 232 lb up at 5-6-0. 70 lb down and 98 lb up at 7-6-12, and 70 lb down and 98 lb up at 8-54, and 215 lb down and 232 lb up at 10-6-0 on lop chord and 127 lb down and 186 lb up at 5-6-0, 52 lb down and 76 lb up at 7-6-12, and 52 lb down and 76 lb up at 8-54, and 127 lb down and 186 lb up at 10-54 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 (pI0 Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=-168(F) 4=-168(F) 8=-97(F) 7=-97(F) 19=-70(F) 20=-70(F) 21=41(F) 22=41(F) sory.IbwrisreA rr•4r1•A I lm nursrunlrlallur nuauInd, r0pnede,wrrs on bull. result ll m.rvillww""I ernar.M OM.rlor..1 plrlmM/ xsrrMbr.Mhb170oM dJ br Mrhupl rrpr.lp:d,4/.rQ.brdwglrlp.dr..up r4orpbrrYd r arrprry.WblYor hr}i4rprin:r trrmr.bl00.l,. dr Rl 1 rnp.wpru W"nomon nuns I Anthony T. Tombo ill, D.E. dru blmr4.,hilgoYrrrr.Wdq 40.u.Y0..irrcoo arpsr4rM4yAup,r.00hnon nor III. 4CdleInd l.1qu4.1MI. ToRp,,ddbWas s!hold onduI ttlrgl.Bgp,41,.N..dlownMo.bmprOU,d 080083 IhhUghsprm1 m . dnrsome Yerrd6dd,mrlYr rawprri/q(q.reKaiWoreem VjpCNiYlgnldn ulidrnY 4pegisdw Ml.frrLnpcdr/an/eLnr rr6krrp.,r•minplgrod1.rrbdr:rs,.n1 4451 St. LucieBlvd. rlssl,rrla.I, rhs>tr prd q.r.Gl ti i P'. odrrA ti I.0 dxp ty.no ICI Y {rliglrCp,n Inn Sloe A exu teR d Wbrl w n./W oml. Fat Pierce, FL 34946 ppills0Mil A•lled linsts- Way1.ImMIII. Irl. hprrlrcimWibis discusses, ilepfine, isprtilie1ri1kisIto nnerpemltsirrbroA•Ihot hrsus•ArlAnll.WWII, r.l. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND ' • WRCSUKL L02 Hip 1 1 A0038707 e11 n....r T..we ce.. o:e • e ct 9A1IC ... :__r,_.._I__ Job Reference o tional w, •• • •e• .-r==•y.ul o..eaa.wn. Run 6-3 c ru s r May to 2018 rnne V.Z1U s May 18 ZU78 MiTek Industries, Inc. Fri Jun 8 15:36:44 2018 Pag3 T ID:7sOQvilzBGko2hFpRYibzzzOpep-2Y_tVpcv7h5XYatUtxxbSUcNmjQ1 LUkOHifhTMzBJYn1-0-0 7-041 B 6 0 16-0-0 17-0-0 1 0 0 7-6-0 1 0 0 7-6-0 1-" 3x4 = 44 = 4x6 = 1.Sx4 11 11.50 II Dead Load Dell. = 11161n 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.23 7-18 841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.18 7-18 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 59 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2.4 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 700/0-3-0 (min. 0-1-8) 5 = 700/0-3-0 (min. 0-1-8) Max Horz 2 = 45(LC 17) Max Uplift 2 = 460(LC 8) 5 = 460(LC 9) Max Grav 2 = 700(LC 1) 5 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 101/1 742,3A=-988/1742, 4-5=-1101/1742 BOT CHORD 2-8=-1526/982, 7-8=-1 544/988, 5-7=-1526/982 WEBS 3-8=-313/211, 4-7=-313/211 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; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fro between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 460 lb uplift at joint S. LOAD CASE(S) Standard hedq•Mvhgtl!rr4.h'tIr,1W DISfO(SIa1r1a4Ul RU6tIG1'111r1{lOM(4T.T,YUpR ietrhn. Ivy Yd Andm d.M dn.mLwr OnppnglRPdaleb(I IrD41l.4him ShhNn nr Mnr dY,.m Wd»a101..y Whlr ru.pnnrrk..udaalllroo, dd a,.., MO iq.et r. W-11[ .r;ol•dia gn M:gronorruisrdmpdndrd gw IgnyvrNyM a Mpdio.%*Nu L7ddnM 10 ".wb at l bup mope MtquMxwt wd I .IedM h..N q I.It q han q. fAMda0+e.44•a..svdr,tdraMUq p.p.,,.a,Wndallb4[da6d l.ffgrd. od lF1.Anthony T Tombo 111, P E. grdtl4plryo qr.bdda.dlrxqrkOamMoW;d aasgr.. p.erra.rw tr.a..dat.a new to Pride" pork.. da bolqq (..Id.114r•.m r. .@mru d Sol at.ad.L pndpint MI ld..sn..p.Wan.oI'm dbI'm stop".Le a. on"wers ads m ,a hKrowmV,.na80083 A.b. Idud li.l.s.dq.Uq...da,ydl pn.nBd. IM lmlhuprganh101a1+OtgMuP,.ImtOioolgomderrYq UhrYodY:ua.ldalollll, 4451 St. Lucie Blvd. Fort Pierce, FL 34946 ppirltOJ111AdGtlbdttrs•4dtMgl.lte6tIll. J.tepolmiotdllnlolotgd4ito11.4nFro14bd.idtttllerrixar.Winiwbt.4•Ibdlnnet-MlEarl.brrttl8,1.[. Job Truss Truss Type Ob Ply RYAN HOMES / SUMMERLAND WRCSUKL L03 Common A0038708 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design@attruss com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 815:36:45 2018 Page 1 I D•?s00vllzBGko2hFpRY bzzzOpep-XkYFj9dXu_DNAkS9 ReSq?h8Xp7jz4wEX W MOF?pzBJYm 1-0-0 8.0-0 16.0 0 17-0-0 , 8.0.0 I 8-0 0 } 1-0 0 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 YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purfins. BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 700/0-3-0 (min.0-1-8) 4 = 700/0-3-0 (min.0-1-8) Max Horz 2' _ 48(LC 17) Max Uplift 2 = 457(LC 8) 4 = 457(LC 9) Max Grav 2 = 700(LC 1) 4 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1088/1734, 3-4=-1088/1734 BOT CHORD 2-6=-1514/968, 4-0=-1514/968 WEBS 3-6=-028/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4x6 = 1.Sx4 II Dead Load De11. = 1/16 in 30 = CSI. DEFL. in loc) I/deb Ud PLATES GRIP TC 0.84 Vert(LL) 0.24 6-16 791 240 MT20 244/190 BC 0.71 Vert(CT) -0.18 6-16 999 240 WB 0.13 Horz(CT) -0.03 4 n/a n/a Matrix -MS Weight: 56 lb FT = 10% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 457 lb uplift at joint 4. LOAD CASE(S) Standard s q•nwA.wdlr mrrh'llprl er116 murl QrtW ntleltOt711[ytm7Y1-141r unCilFKtlr4w,IMrW pnigrwrYw nshm MpM1ngtlW!ralRlgll ra11 H wrllM Kn x Nq dwnwoMwalGl.wj Whlmrwjm ggYnr1:Y1714Mra1 lsrtmrrr+P ly pr, Slc lgoM,mulwglrligw n ruper/sprnYw. gamywy WlelM4ps 4 tgslmt4WMa r 1r1 ¢.r ml lb lwprunpw Wquows oriel Arithony T. Tombo III, P.E. mtb q ' war glib I"h wyrddr;d<r fAw.be.rir4vd¢rbN4.gp p,,srer drr YLb P.rOrbd l.Y;rsrPN. Ili q ml/blNrgldlmdblq di0g1 Ogmgt CdOwrYmq JoOiOny UNd aalalnteer6ew..u nwr.rnorspmnrpmgdOr"twprolMlMn wIRYj 01F4rSal n'e—albI"F"LM101mungre l"IsM"YLbmMvp.Imskw1m r 980083 ofNil nrOws, in 4451 St. d. rt.nr Wu Irrtr.iNr gsr.y Mdl pin wrhrl N72rro'tq o Is gel r Wgbsq,. I rt fro. Igmr dill taq YVWMtt gwM 4rml. rypit1107AIAA•Il.. 11rnset•A.11oryl.lom6o81.P.1. teMoroOrooddnloeoern, is ollaW,rspolilitedriWonllevnneoremitsioohen A•14dlntut•kt5.erl.l.od.111,1.1. Fort pierce, FL 34946 Job Truss Truss Type Ory Ply RYAN HOMES / SUMMERLAND - WRCSUKL M6 Monopitch 4 A0038709 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al Wss corn Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:39:45 2018 Pa fe i ID:?s00vllzBGko2hFpRYibzzzOpep-XkYFj9dXu DNAkSgReSq?h8gl7gN4xgXWMOF7pzBJYm 1 0-0 5-11.41100 + 5-11-4 1.5sr4 II 4-4-0 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.05 6-9 956 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.02 6-9 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 100 Code FBC2017lrP12014 Matnx-MP Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-114 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. (lb/size) 2 = 221/0-8-0 (min. 0-1-8) 6 = 303/0-8-0 (min. 0-1-8) Max Hoe 2 = 105(LC 8) Max Uplift 2 = 151(LC 8) 6 = 167(LC 8) Max Grav 2 = 221(LC 1) 6 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/305 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 167 lb uplift at joint 6. LOAD CASE(S) Standard rry•M lrrytyr r.r'111xJ nnslsfsluln o4U{Iltlb{(W'JOCNII117Mj 16TTgUCNKYG`s. Irrll Wprnemrn/un rt UerinpanglilV,'rr1A r14rY4116bm11n:Mnm Yn1011.N OM pMIA.wy Wide mlr ten IMr Mh r 171rb 1. U rLru MLp fyrrQ r.S1'Jd14Mrn ; r u/ w q IN:gNmn.op u / r rrntlir ryw q rtywulOJrbrp In p Or tyr Inn heN w b IW ¢ de I+LI. A leap nrnprq.4 q:eewt ua11F.r I rrrd b rml4rgrU.ynrrnl:+4rar.ro.r,rova.p.rru.ren,,.r:.aa4reLax rrbll.yrrrml.lsrr,nn14r1aro; ealnrarimGma.lsrsy rny,..mae.r agderrny mya Anthony T. Tombo ltl, P.E. 0083rMlylnprfrewranlrrarllprrponrpdr6:e OrMq(wprmsMl YrarpOgNh:b111111rf41 nebnOY prYphea 1111.1 frmpedtarr rMn V 4 Lm b:y.lrm bwEgae al WefaaM1:rs,,.hl =t. Luciena.1 um 1gr[rr.srrruy....yh lRnwra nrim,bupr.nomrsriyrup...lnnsro,hrwdMwy umtivd.•m.eneae.ml. 4451 Pierce, FL 3494Fortfierce, FL 349<6 lrpilkO1D16A•IG11Irn1rs•Agllgl.tl 6llll,r.1. hredrOioddnlrlr rN.ieIll 1o1,itpolili1dworrier lltninupermissive bw11-1Rose! lnnn•iladlnrl brtrIILIL Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUKL M6E Monopitch Supported Gable 1 1 A0038710 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 1536:46 2018 Page 1 ID:?sOQvllzBGko2hFpRYbzzzOpep-?x6dwVe9f ILEoul l?Mz3XvhsN WDOpOehk08oXFz8JYl 1-0-0 5.11-4l1.0.0 I 5-11-4 r 11.50 II 20 = 1 Sx4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0,21 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11 4 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 17/5-11-4 (min. 0-1-8) 2 = 19815-11-4 (min. 0-1-8) 6 = 30815-114 (min. 0-1-8) Max Horz 2 = 116(LC 8) Max Uplift 5 = 11(LC 8) 2 = 95(LC 8) 6 = 128(LC 12) Max Grav 5 = 17(LC 1) 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25tt; Cat. 11; Exp C; Encl., GCpi=O 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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-" 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 11 lb uplift at joint 5,95 lb uplift at joint 2 and 128 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard rrq•nnu d../4mh•4'I ICOIe1{Sq(LILIRRN111MlllWpNKUfICYjIPll ellUNRYllr4. 4/!N}peris7di hebOn em Inq Ye.y(IOPIdN4Og11edell1 lde.92whb,m O4a b.n/ vMwM1R.0 rimemw..u.4lrhw IbnM,bwI..y..*.%E-1bat..Irl'ne.n nowditVein."a.oq."Wasn44bdtgordoImedwd.wa.q.,alm.neeUPn.hr-Mb Anthony T.TomboIII, D.E. 1•u/. rM.4.1 Wm1O4nq.dY1d4Oa..40..i..4 cd*a.41.li O....4 uaed4Ol4dI.14 Yd M41uadlM. hq dO.IN.IgM1..d44m.dile Im r..mlb.rkq Y/b4nY.wtlj/ l j m1Alp Mipn. d(mm. man" ..1bU IN Foul drilw06W194(nIaw 1r...ailmr6s,ld4lrldlxl—d—fir p.drl.. InIYa.4numian.IMndbh..ebyr,i,..Mpl4w..11m. m.d.tr.,in 4451 St. Lucie Blvd. 4,•M Mwlrl.(.IOgM.ri •dyhdr.b..nFM Ibhnr h.rlq.nihU141.1hr4.p.. imtS,mrfy.sdq MOq I/uphA4nn.rd.l.WI. Fat Dlare, FL 34946 Iyrlgb01D16bIGd6nus k14. t1.Io.iloUl..f. tepobmndlli.Nnmd,bulMm,itpobldd.uloadenion lomni.ohnl-ItallmurluOoryl.loelo111,rJ. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND • ' WRCSUKL MG7 Jack -Closed Girder 1 1 A0038711 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15.36:47 2018 Page 1 ID:?sOCivllzBGko2hFpRY llzzzOpep-T7g?8rfnCicT5P2c3Y3U146E_4wS5Yi8gzgtL4hz8JYk I 4-1-1 7-0.0 4-1-1 + 2-10-15 11.50 II a.o _ 3x6 11 6x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0,40 Vert(LL) 0.04 5-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.08 5-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0 01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wlnd(LL) 0.04 5-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-7-2 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) 1 = 1503/0-3-8 (min. 0-1-8) 4 = 154 1 /Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 446(LC 8) 4 = 516(LC 8) Max Grav 1 = 1503(LC 1) 4 = 1541(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2184/631 BOT CHORD 1-8=-6722013, 8-9=-672/2013, 5-9=-6722013, 5-10=-6722013, 4-10=-6722013 WEBS 24=-2345f783, 2-5=-504/1779 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst; 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 1 and 516 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 266 lb up at 1-5-12, and 832 lb down and 266 lb up at 3-5-12, and 832 Ib down and 266 lb up at 5-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 14=-20 Concentrated Loads (lb) Vert: 8=-832(F) 9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 38 lb FT = 10% Y.q•14.rO.lrjlrnrb•b1 1Ga LI41Sj9tllr/g4L1111ttl t tombs llDlerimnamoupm 1r N. I1•Ib lr1 N•ab11rd1ornr t1Ou+•.Itable 11R0; ufOn.llehl Ilr Ne<I OIIMnllb lb ltlb MrN llrhrupyr Ur.IIIAllfgrrb)b1A glalgnitl agru r•dllt gse nynW,Y 0r Y1q Y4r W+r 6 11gEN 1411rd!. Y•IM1I.Ablynry b60? dmdbllnnbgWglift" W1111doomsNoMrsD•t.qw.aWftb$W.414W0111%OLOIIII ONkd4114No11111.1114F"01101MdgI4Um/Y4mdilUIORMgRMk/kIgYd4bInPW1A Y;•T°mbolli,D.E. b 1' d•1lrlyndtrsdr erllar•.Yla dY orldrbl ldbl•IUgtw.r. Wl mIx19NLW FlId Lit •I ldr.lrlb trod piY.r 1111 41YI/yaL`Md MndY 441b.pb,lr,b by'Igw dlmllwhd••,ill - 6W3 A.• M4bAgrldrdglA iaeqhdpbrr Mil I4 Lru Me*bpmbgl Mlrilll Mlge..lrnlyN•Irpindy 4Yq IlyYldb•I.InOL1.1111 d45t St. Lucie Blvd. e Fo1: Dlerce, FL 34946 tenlirb 0 ) 1161 1 Gd 6.1u1 lltYal I, be1M qIJ.[. lepdmio d 11i1 le1•mlet, ie n! 4m, is plddud •al•a tie aisle Irlmillbe bee A I tool bnul 4111ry I b4M 111, 1.1. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND 1yVRCSUKL 1VM3 Valley 1 1 A0038712 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 815:36:47 2018 Page 1 ID•?s0OvllzBGko2hFpRYibzzzOpep-T7g?8rfnOcT5P2c3Y3U146E3pwZgYsjgzglL4hz8JYk 3-0-0 3-0-0 rrrTRr 2a4 G 1.50 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 9 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 84/2-11-6 (min.0-1-8) 3 = 84/2-11-6 (min.0-1-8) Max Horz 1 = 43(LC 12) Max Uplift 1 = 21(LC 12) 3 = 39(LC 12) Max Grav 1 = 84(LC 1) 3 = 84(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=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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 39 lb uplift at joint 3. Yaq labtrl lda•m W0k1or•a Yu Oa•M Aa1rMIR aM Ind D,d dbd ddh•dla b look lei Wand low blimp d-*Mhtw r)b adman ra,muum nowu db Rdmmigrnq nyrdbp Mb6up dw ayk in:dbnolrYlDlaF,aa lml, to hynarfrr,brganr, rdN Anthony T. TDrnbD III, D.E. d.u/bi4n brnMhlbbnyrdijdbD.wi,60•ai abrcrl gaa661ilMvda.rbiwdb0Lb0(rbkdWqurrlM IhgmddblNWmlrWmd64n% diignOq dqr. rddArrinqudhbmldl.d _ 80083 r MYq Dniparlmdr Uab nMab100rY aandprlmdbWOglmMwr ldgl6r ggpddddbllldlltlnidr•nlb•pid Pdm. nM1l ddr•bn:dnH:nddendbl. hapr, I,wd hdq lgnnrlrn.dadArr,dm 4451 St. Lucie Blvd db•M ibrl ln.Irdgnl gmrninln Ana4 rghd lb l,nd by lq-,"to 6 b'Wlbgm.•im1lydq lgna dq kw" UgdeWl6nr nhMa1111. Foil,Dlcdce, FL 34946 rrpyM0101D1JInlbrlw%-IA )1.ldalr01.r.1. ItpdrldndWSdmwre,irmylar,aPNdde/.idMlLenAnFtiouiaboo II11dWin IuMgl.IreMID,V. Job Truss Truss Type Oy Ply RYAN HOMES / SUMMERLAND WRCSUKL VM5 Valley 1 1 A0038713 Job Reference (optional) Al Roof Trusses, Pon Pierce, FL 34946, oesign@a al truss.com Run: 83 210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jun 8 15:36:48 2018 Page 1 ID:7s00vllzBGko2hFpRYibzzzOpep-xJENLBfOBvbyl BBF6n7XcKm9NKseHJz_CKdvc7z8JYj l 5-" 5-0-0 3 20 1 SO II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min.0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Its uplift at joint 1 and 75 lb uplift at joint 3. r q hm0%AmK.Is-slldDllWlsrWrfemit lips atOsmm(ISIrIljll'inItu7NNe.7rbn mu0.mve0dowlWal, Dd. dibs dMmw. ralelN r el bebnil u'le np_sr slga f6u wa ftu n n ogwu lYMnu./yia7uy SrM q wn UmbpNwYl7d!,r.sump hh pnW+e,bIA%we .04 ! Anthony T. Tombo 111, P.E. r.u s bmee.rboysrny.m+.jrrb..,ro..a.caym OrlaYpby9r..bsupa/MOC40[rskirMqu4rlM.ho 011NrghOns w4m,AOq O.*,.uey.rtqLrl.a.l.ajd St. 008) T wbillyhsqrtmawUsnmrhRdrrausrrrlesmwtswtssws.sml w.e.RfOrrlsrel; inrslnn e mNrr.a r MIN-%,u.,kra- r „6WOINI„o ayr g : r, insI*-.d tmsll.+wr.rm g051 Blvd. w,.MMAhsldggsAnlyhWpnsnMdllsbmkh,9n glwOdYllrvp.s ns 1!dn lgw del Wbq UymbW bmnntlwl 111s N(ppiIM07I1611lalhnses• 4DOry1. beM01RF. Irpedra.ndllisrmeres,iOYllee,dp lildeA.iDNlThe ..AnFaoissiwbeeAIled bnuFora 1St.s bDIryLIIeNIII,LI. Pierce, FL Blvd. I 1 JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 1 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) ti•7ll..ti.*7. b'fIWa 1"Mrj I[n guest 11131 CdlSNIl4Y tRl^t70h:lpllr rs folk kwpw %.11d.flwU bulb" . ORrobad"Ilvwt.11 N—wow..r.Yrn.Inm W.l1[I..II 011e n..ill I lei a WII,1R11k M Is IINU bussbussEon (10.y.s,n0.,lb,d..k ls.*wm..m.e ar prinWfI...+rre.rr,yrr y,l.elbal.rs r..ebnu. N kupsh.oe.ry.ewl.w.N p t},ony 7. tomoo III, D.E. dal/01im1b.;MLlbbayW:gibOan.b Ma11.O..tl qd.b Mtq Af .b MMD/bY. bAldbY71bd4k didlRl.Ygoel/blrra.Mb4/bl.lt lii laOn Oq..i9wd.vall/Y\I aa161t)4 8 Migk.dGnw+1a11b.1.b4d0.rbmdraaa/iblbete•1.4<!i@ Uwigs" i.eaabe.•dp1.f IOU 4453 St. LUCIE Blvd. ac. aeYdMeloefe n... elghikarl wl.r 1.I.n keg l m..91fv h4ghye.. UmS.xs61n+4n dlg gg.i+drnrfnMw.teN b1p111101016A- 11Whow -Abell. 1.Iblllb10.1J. Fat DekCE, FL J4946 LrpnboinA islw.dn,ibgMe.611e1i1i1N.i bael/mm Kldewetrc.A•14d4nwf•ulull.4oMm.Rl. FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT 1S THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 2XG 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 V/ (2) - 16d NAILS (MIN). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL 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 12D 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 G' 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 TRUSS. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED 5 ARE NOT ADDRESSED HERE. / STANDARD GABLE SS / UKAL TRUSS I - iTUD 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. DULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7.98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS A-1 ROOF TRUSSES 44SI ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORO OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH Y 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. I.n.,rs.py,..r•ul»Ilasulryturyalu,Im.uromrela1s.17eTrinoonllc alrh.. realk,.a+.r.a,ti...wl.,,enyw..lfp,•+w+..l>.r,e.rl a+.wM..r rnrb.>ura rl%w Iwoo u.ry.w rrfumb r fill bU.Uslmqrhl7.pr.WCIIwwlr lir.wl r,p,;M. rnr.rbr4kmall"sipwynitpQ.h b0619dr1.P66W. Is,wq . ,dw cook rrr lry &IFmmiuism. rur AnthonyT. Tornbo III, P.E. .I.rrrimrl.rP/ gssn+irMnriO.x ro.nirr.crgr rlrhyrcr,.rrurro4rCrrhdlapuhrlM1l r r rrrnerww.urrAa tll.I l.ey uryl.nrl..r.e,i brmlW+nr :SM3 rMInh pertr r n.bbM.rsrr rrnrrrrsrrsli'IoruNr; W.nst%%P *dPl!wAVUnrdrarle rPru mlorurryrWrrrKnrr Umhap.bu MaPlpmrbgl4mre. rrn 4451 St. Lucie 9hd. raw.,. 6hrtl rt". 77 T"Intl ipblim*W llr lwn Mwlo 19" ns:l r Inq, Imr"OhOwrq ldM 11' - 4mn.Ml.1.1111 Forl Pierce, FL 3a906 l n1cL1D111{{Iipllnluf latb fl.Itd614R1.{tpdr4 ddnla retiatarabp.Elatl a4Ade"ilia {voainhwl•Ilrthasel•Irlutl.limbo OL11- JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 VALLEY TRUSS TYPICAL) 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 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 W. S. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES 1.E END, COMMON S, 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. nm%,Amtt.",tmb- lo'14 Wq;1IMS(T.11rl gtHY TillslCsDlNslAtDo(1fRf'1fIU1o.U6ols1'ti y,hos.ppgv,r,r rnt•taA ows bs+T b•glip;rtq tesg l.Itri tf,ll WW.,lheotM•u lokud .wverf tb lM,d i, iA,t A,bs,Y ruflfblN.M•s11 tttL+„i,sq rtpn,(,•,fr,dllr,•=budrglll,q,w,,u•/,n/b/nY rngn:rvW,r M f{,ir,glrLmi•pr MT ,b iM1l. 11-f-P 100 ko'q- 4u,Yy Anthony T. Tombo 111, D.E. drsd6r lrsbgblioAabnydlt!I60.s.re.,i b,urlge.b{eYgMy,..blwaAbll;,bCrbYdWlq nkdfRl bgnrJblNrr4,Yar b lnn W,6y Wy,.YllrrYagd MvnyuWry bgd* 11tYw1whootr. urn tort•bi r It pfbts rpYEa,•bh1Y/4tp,nsAlq thsso iClQps ditylr,rlKlrfsCe.dHpss plan mll,bn tM mrnAfenrkn/blmskgw,Gnt bsp 6rr,er4nstwJOes.rn '80083 Ab.nt tl., fytldul„f.nIC 6. ptn N•d O,L+„itgltpeo,: t11 s4 Wgs4gs •1„s1)Yn ltp'ee llwlnYg lltgoiniten.,n Wl.ml 4ot eice, FL Blvd. Fat Rene, FL 34946 coPPiig0fi11A•14dUnus•AoWlll. lodrll li. igtfdri000l0isdmstioLiotgbtn,isrd4isdrilotsrluciltoiaaissiwboo Alloolbossts•Aidogl,[sobs III, PA. II FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34945 772-409-1010 SECURI W/( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS VG r r%IL- n 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. S. BASE TRUSS SHALL BE DESIGNED WITH A PURUN SPACING EOUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7 VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P r2 SEE DETAIL *A* BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS p2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES INTO EACH BASE TRUSS. a.r•n rrgr nsr r'u qer IrpSrl(411111Q W RUSt lOrluh 11r JYfiP(P)UOOtt9i r ti M pr rid r b bnrhge..q IYI Ir rwr I ).boll wmth rwr ne Ymtb.m OorwG 131 rr riavearr.r 4r.+rrrmar•ar urinrhwl7Yr or.Warv"try qmw r,.wrtrrrnvrq..yor.u rr prr pin»rp.l rl el.s nu. ra yrrwpwryde+ .u+q Amhmq T. iombo 111, P.E. I wmt aen YgMrl bnynd tr0+,rc..,.b:,ly..rwghup•rutia/rU.rGdGidlYl r I QII Lvp itr111dq W uirlmtiaY8g1 rra vrq.a7s 1 .gfidrrnq.WgO =8Iro83 t erra hap files.U.rrurt sidrr.rnrrdrotrrlYlhy.svgler.r,Y9irYe hu:dYnndsratrprrplo-IDl,riynMG.r rrtGlnfhw..nir,!w.dtmrarn.dm "53 SL Luce Blvd. rna Nilgrp fgr4 r waqlr4panwMl iewr hap [par r:Ibrlr9 spe.1s:rYcstrpwtgMtq Ugdwrbvrn I[ai ml. r FOA fierce, R. 34945 Igldpb 0 N161.11 d burr-ArMrll.lrrrip.l.1. Irpdtnira d llirlaa nr, i f ra, it pd4r1 vilra ate niLra p+irria 5r. A 14d hour • Iobal I, b M 0.1E JULY 17, 2017 1 1 1 "'`'`"" V r,"` I `" "` I r1" HIGH WIND VELOCITY) STDTL07 , , A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-f WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNDO.. —1 . nw.....w.. . . 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. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12112 PITCH) pee oa.yIWuro{ls.r.u•fr'bl Dpl ilKpfjllls(1'131!Ulfiwlt10A7 ftoSllSlO l p'.RfAn0:17NUT Mnf Ay p fal.ed.mnbll..n hvp Rnyltp;.l erloy I hdfil I bessm LnIMn.n Km e s.+r orJwmlpl. W; WIr1..r yn JdhaeYbilOeY.Y h.lr.t Msq 1.pnprr.linlTfop.w'rYwdre}IW.q....pea.t.endmro•.e tw..geyeWMlsralnq.Ir.ej.hmHp.lei D.F,"nII:J b y.r.sngsr hrl7ootee,sosiY. sd.warlsmYo AnUrorry T. Tombo 111, D.E. Imyomuv.er aro...ao:MlMrolgr.mWlyRy...mroro Y7,.mfKdYrolWmtu6dQl1 Wot+xlJOrNdyf Il.riYlmrwMgrORp.gr.w.lerwl mgmlbmnunaM4 :8M3mMm.glogodGeoe. pebw"emcpaignrTMlw.mMtylmNe 7tc lmeampUgpLlttrymr7Ccnidnxrrperptt mlurrmnw-'aw"bosom bmpry.,6mhv ep.nauorwan,.wn LSaaST Lucie Blvd, osn+e kwoyrlswt ed.sre•.sagyi/Ns o.hd II.Tes. ksy lq.en Dlmldtghsto.•,e hrn SsoslgensAgMYat U=p6.ihmnn Nm1e1N1 Fort 1 FL Blvd, r.»a.mot.se..rt........a...ts s.w r t..r..c..au....:...e.....+:wr.a..w..:,.....,:....r..rt.......tt.r.asrt FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUD 02 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF 02 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - IOd NAILS DIAGONAL BRACE 4' - 0' OZ. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM OEETWEEN CHORDS.E OF #2 MATERIAL IN THE TOP AND BOTTOM 2. CONNEC BOTTOM CHORD OF GABLE END TRUSSCONNECTION AND WALL TO 12' 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 M3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-D'DZ. 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. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED ID. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' 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 BRACE 2) DIAGONAL ATBRACES T1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP 931 STUD 12' O.C. 3$10 S.& I I 6_01 11.1.13 2X4 SP #3 STUD 16' O.C. 3-340 4.9.12 6-0.11 9-10.15 2X4SP431STUD 24'O.C. 2.8.6 3-11-3 5-4-12 B-1-2 20SP#2 12'D.C. 3-1045 5-641 6-r11 11-8.14 2X4 SP tR 16' O.C. 3- i-11 4-9.12 6-&l l 10.8-0 20 SP 82 24' O.C. 1 3-1.4 1 3.11-3 1 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' REOUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IOd NAILS 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF M2 OR SP 412. ROOF SHEATHING o o (2) - 10d NAILS TRUSSES @ 24' OZ. 2X6 DIAGONAL BRACE SPACED 48' D.L. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END 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. T-BRACE / I -BRACE DETAIL ' FEBRUARY 17, 2017 STDTL09 WITH 2X BRACE ONLY VOTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINE S IMPRACTICAL. T-BRACE / 1-BRACE MUST COVER 907 OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TE ONTINUOUS 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 SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS 1 FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772AW1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING \A TlTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH EBWITH (3) - IOd SCAB WITH (3) - IOd TO TOP CHORD AILS (0131' X 3') NAILS (0131' X 7). r ATTACH TO VERTICAL I NIBLS(0313)X 3) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3) ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 1Dd NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - IOd NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0216' DIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEDUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3) STAGGERED AND EDUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 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). O 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE. FL 34946 772-409.1010 TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 C 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 u 131 75.9 69.5 60.3 59.0 51.1p J N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 35') VITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 0' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE DO* Al FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17 MAY 15, 2018 I TYPICAL 2X2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS NEW 2X2 SP NO, 3 ATTACHED TO OVERHANG WITH (0.131"X3") MIN. 3 NAILS NOTES: 1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD AND PER NOS RECOMMENDATIONS. y n.,,a.M„a.r uaolnntnryt!!nm!lum sl!cel4 ue!o.ryt uncnla c rr. layw,. d.r.n,.s,..,ey,o..InYdb n16WL111ia11hc,14nr" Md.brrarr c111me,r>a.urll.dYmlW Y ,M ,/!m,Mfgly,,4,.h1,d!N•re)b"+.,i10,1„m.u,po/4/,hu.rgr.q:.y.rMrybbMb/bg.b",p.11 rt dr.•M!nl. rbq"1./a,.".'.,;, y,t Y T. Tombo 111. D.E. r1.4Wlrn,b 1 Wdgob,,ddg/rC.r,b4.d,d uAq!bfMlgh,p,.bamtlSl:r Grbld4l[e1Md!ILI,6q.n//O1 nld fbU."/016"1 .cryt!>i,bg1.• wedvwgddW*ve4. Lt1I J 6o083 bW6gkMmdtm - 11we,a,46 bIDd4na„r Y`Ed44i:gtR sanr.s{nsy l lnrwEn,Elndbpl,/ i.R1f6.14nyngnEdhn/41e,Mwps.4.ttMvp!*mdM,•wbsn.h. 4451 St. tuleBlvd. rr„ fM1„I1c,/g olAa,gll /lrsfohd I.IE",Ma!ga.nlJlr W+1 h+?" 1,",11ws4ps/q M7!>j 11ty.hilbnal.Mb11.M1 Foil Pierce, FL 34946 eEpi11107011111w11n» n•Inkryl.ba:ol9,E.l.lep111ob,Illishuoeal.bway w,rtifNel,1'ae1:,d.adeciao En.l:sM,4mA•1Eo/ITresses • Way I,look III, RE. rt April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2419 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTLI4 4) 12d MAX 3011(21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 01,- r'1Ion i1mmun9.119 TM a 101e1C.M1R10.rmrlm.0;f"T r. 1.Ar,71...,r,.aw,. w.iw.h4'i..{1 irrls.i. ,wi rl ll.,fYewYn.. Mnsw.,n uwl.rl.+ rla,..srtilatrn.rm...ra..,rwl.l.>r.11r1rna..,Iwnrn.+I.Qwnarrw,rrwl.n ny.awrrr,+rar,.y.1,w,.m.wlw+r.nlnlmM.w•r..,.rr. Anthony T.Tombo111,P.E. rn.ar,i,.nr..rr.,.snp.,ri.aren..ro.,.rue e.rHiq l.ure..r.raare.arr elMugo rm1. lrwtiar n/rwl,llw.ars.n.ea..wl Dow .w.r sl,rrr.n..reni r$0083 r I"%%oio.aatmM nrn,nr.re .ditF~.ap Ynarrlr.tww.faq lr.w b7F uur p nlr lu... Mr,.A I.,arn nN M fr,ry.wr.rl.n/aaim,0.n.Un,A,t..nr4m rrl.n..4n M51 St. UKIe Wd. d.1ni"1y0t Wv1wIgn.nlagp/p,.d.a III a.nr.ptrrnW rrlyrap... 11-17 o 4•n a., rlr, Unl.LM ra,..nlael.U1. Fort nlertc, FL 349e6 t.1„IIM07G111•Ilwl bann•J.Mgl. bad. Ul.I. 4pM.mrA4i11w.wq.uwlM. Ae nfon lnwn,i.6wA1led imin bOw11.Iw1a N,11. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND " FEBRUARY 17, 2Oi7 STDTLI5DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF e 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: 4D-10-D-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM 82 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 401 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES i; e aa— 3 5/81Ir 5 5/8111. L•r J. 1 N" ItittItt, I I II bFcT y CS C b b A b OJ III C A IIS r b A16 ArM LOJ b n AO( t Lrl CBS aw b ia S LX4 v u v b ipFt 1k1v b 1 C31 I( XITC13 . CBJ 1 HATCH LEGEND m8' - 0" A.F.F. 8'- 8" A.F.F. 18' -1 7/8" A.F.F. L tU tyftz p^— r u, +fv l sa• xr• 1 5 Gravity h &0000) / uplift (> - LOCO#) Horizontal 0 350e1 NUIL: ALL IKUbS IU WALL ANU/UN INUbb IU LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE a=_ems 3BYBUILDER (UNLESS NOTED OTHERWISE) i:ssgea_ NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW - = ',d s S S TRUSS 1.0. AND TRUSS LOCATION OKIJ. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE . STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. C % D .._ : a S REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS _ i A C g i _ FOR GRAVITY AND UPLIFT LOADS ` - - = W I FOR BRACING A ERECTION DETAILS REFER = % _ s .9 e 3 TO BCSF03 AND/OR ENGINEER OF RECORD a= T = - I a _-R a ' REPRESENTS THE LEFT SIDE OF = EACH TRUSS ORAWING ` X @ i _ NOTE: REFER TO USP CONNECTOR CATALOG s 3 £ FOR INSTALLATION DETAILS) 1u524 I TNo46 10JI ... Q JLLS26 I Q I M-22 I `J I... G TH026 O Mumis O5 1- • • a av afi $_2 Cr THD28 IGi IGI --- =aH;e; JsTHD26.2 vl•-- OU -- a =1',= 1 s]%3d1TH028.2 G`I--- ICI'•' yl1V F__O JU546 I 0P .. I.J ... N8 HANGER BY BUILDER ( 8 BEAM BY BUILDER _ v NOTE UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES)- s LOADING ROOF ROOT FLOOR VYING 10A0- a fi°ec D LIVE LOAD 20 40 ASCE 7.10 a ° : ' ao: es$2CS= OF v DEAD LOAD 10 10 ISO MPH I EXP C = 6 34 O LIVE LOAD LO• 0 CATEGORY 11 - -1 A 4545 A % 5 it -ie m u DEAD LOAD 10 5 ENCLOSED % g = TOTAL LOAD AO 55 FBC - 2017 y = _ TIe DURATION FACTOR 125 1.00 TPA.2014 - Z . -0 -- - r - EY DATE BY REMARKS e03%s z3 Is It is understood fat above 11--1Iopndlbonshavebeenrevl9Wed0 APPROVED s=e a IAbnra:uan trusses. i are acceptable usses, thee l APPROVED AS NOTED _a a = eal elevetions.pltchos. overhangs, overhangs, REVISE AND RESUBMIT _ : ; 3 s S faSdaa.cenlifg sr a s elevabons/pnlches. beating RLIEC110 : 3 a i s= oondltom i all dean pertaining : ': is ; i -„ to this truss placement pan. No e0 3 e back charges will be accepted i l ° - = % j wllhoul previous wnfen GATE a d a approval froan A-1 Roof d 5 = ma - `7g.22 Trussesrepresentative. REVIEWEO BY i e - s 6= a e - a PLAN DATE ARCH: / /- STRUCT: / 1- F Z CUSTOMER RYAN HOMES- sn- 2.sSo: JOB NAME SUMMERLANO •K• GARAGE RIGHT S ea a ? s 4 LZ dr E J- - y a OPTION(S) LANAI CO LOT ITKENSINGTON RESERVE / LOT 115 CITY a 3-= COUNTY VARIES = , 3 T?tS SLOG I - I BLDG _ = a! y a Y• i TYPE aems=-E:- ai JOB a 72764 (MASTER LVRCSUKL _ _ 7E+aa== p3 DRAWN SCALE DATE 041JU2018 JT NT. S. It a' s A-1ROOF 1; TRUSSES % : a = a , s , AFLORMACORPORATION L ' • s a Ph 772. 409.10101 Fax 772409.1015 = : € e a a _ http.lAvwwal& uss.com « a 1 a 3 3 i 2- ECEIVE NOV 1 2U18 CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION Application No: w - 33 J I Documented Construction Value: $q6W. 620 Job Address: 3 Historic District: Yes No$) Parcel ID: Residential Commercial Type of Work: Newp Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email:_infoJ2api-orlando.com Property Owner Information Name Phone: Street: Resident of property? : h City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax. 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT in YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, bollers, beaters, tanks, and air conditioners, etc. FBC 1059 Shall be inscribed w[tb the date of application and the code In effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 17T . M11C$: In addition to the requirements of this permit, there may be additional restrictions applicable to du property gm may befomtdinthepublicrecordsofthiscounty, and there may be additional permits required from other govemmental entities stxh as watermanagementft1ricts, state agencies, or fedoral agencies. Aomptance of permit is verification that I will notify the owner of the property of the requiremsots of Florida Iasn Law, FS 713. The City of Sanford requires payment of a plan review fie at the time ofpermit submittal. A copy of the ezeeated contract is requitedinordertocalauLueaplanreviewchargeandwillbeconsideredtheestimatedcoaatrvctionvalueofthejobatthetimeofmbnittaLTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValustionTableineffectatthetimethepermitinissued, inaccordancewithlocalordinance. Sbould calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit few when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that an work will be done in compliance with aU applicable laws regulating construction and zoningg. SiPartore ofCwaed4m p„ft Print Owii!A Ws Name SipnttoeofNotoo-St eofFlorida Dam Owner/Agent is Personally Known to Me or Produced ID Type of ID SiBarare ofComfteMWAsm A. 7bomes SmM 1'rsa or//1®srt•I Nude Cana rc o otary,9hte nek NOTARY PUMJC STATE OF FLORIDA Ca" t31 mere EWM e/Z1MMI Cis X Pe moany grown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Rewired: BWIding Electrical Mechanical Plumbing Gasp Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of s AmpPlumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: CONDdErm: Revised: rue 30, 2ot S FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003351 Date 11/01/18 Property Address . . . . . . 3907 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1150 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085653 Permit pin number 1085653 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Pp-------------------------------------------------------------------- Application Number . . . 18-00003351 Date 11/01/18 Application pin number . . . 661189 Property Address . . . . . . 3907 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1150 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 337822 Application desc Need recorded NOC Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3075.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085653 Permit pin number 1085653 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee . . . . 120.00 Issue Date . . . . 11/01/18 Valuation . . 4590 Expiration Date . . 4/30/19 Oty Unit Charge Per Extension 20.00 6,0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 120.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1239.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. IEcIErVE NOV 0 5 2018 U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: Documented Construction Value: S lob Address•3QU7,' .t)ei, me Parcel ID: Historic District: Yes ElNo Residential 0 CommercialtypeofWork: Ne ^ Addition Alteration Repair Demo Change of Use Move escription of Work: ),2t.1 a (ern p C lJ . IPIan Review Contact Person: Phone: Title: Fax: Email: Name PLfan -f©meS Property Owner Information • Phone: Street: 3a i,)p) a Resident of property? : A[r) City, State Zip: {Qr,rin t-1 . 381 % Contractor Information M,55 - Phone: Ll % in q- lb• RT% QStreet: c C L 1 7 - S Fax: _ L Co -! 7 - Jq4 5City, State Zip: WLy Y- rk P1 ],`-jgq State License No.: 3c 91fl Architect/Engineer Information , Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit most 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 or application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code R-i-& June 30.2015 Permit Application 1 O NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. I Signature of Owner/Agent Date Print Owne/Agent's Name Sigooture of I'otaryState of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Je sa r rccJ Print Contractor/Agem's Name Signature of Notary•State of Florida Date p Big, PAMELA S TERNUS Commisslon # GG 110622 Expires August 7, 2021 0! F 0 ellnotq r11N au0pal NOtuy Sonitaro Contractor/Agent is Personally Known to Me or Produced 1D —)rvype of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 201 S Pcrmit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003351 Date 11/07/18 Property Address . . . . . . 3907 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1150 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1086149 Permit pin number 1086149 Required Inspections Phone Insp Seq Insp# . Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003351 Date 11/07/18 Application pin number . . . 661189 Property Address . . . . . . 3907 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1150 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 337822 Application desc Need recorded NOC Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3075.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1086149 Permit pin number 1086149 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 11/06/18 Valuation . . 4475 Expiration Date . . 5/05/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichesanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1239.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. UESCRIPTION AS FURNISHED: Lot 115, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY IFOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 116 5. 00' 5. 00' J1 235.00' Ir------ TRACT J POND— D S 40013'15" W 40. 00' 33. 4 7' 33.47' LOT 115 I I k FORMSOARD FOUNDATION TOP OF FORMS - J1.30' 5. 00' Ic 21. 3' 5. 00' 25, 20' 25.20' 10' UTIL. ESMT. y 119• S 40913'15 " W (a.a.) 40, 00' LOT 114 CRA XLEY DO TYN LOOP 50' PRIVATE R/W) ry9 0 ti9 p PROPOSED = FINSHEDI SPOT GRADE ELEVATIONS BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW PLOT PLAN AREA CALCULATIONS FRONT 25 REAR = 20' LOT GRADING TYPE A I r'Y OyQ00IMPERVIOUS COVERAGE - 2,231t SQUARE FEET OR 48.5X LOT CONTAINS 4,600t SQUARE FEET SIDE = 5' FOR 40' LOTS PROPOSED FINISH FLOOR PER PLANS = 31.3' 9z LMNG AREA CONTAINS 1,5481 SQUARE FEET SIDE = 7.5' FOR 60' LOTS SIDE = 10' FOR 75' LOTS I Q CONE/LANAI/PORCH CONTAINS 683t SQUARE FEET SIDE STREET = 25' CR USENMEYER — SCOTT do A SS'OC. , INC. — LAND SURVEYORS LEGEND - LEGEND - PLAT PaL POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32607 (407)-277-3232 FAX (407)-658-1436 r IP.AIATELD OwIRON OD OIDNRODTYR PJRr-= t,C TYPICAL POINTOrREVERSEOUN CURVATURE PCFITOFCONDUNDQJRVIITIWCNOTES: I. THE UNDERSIGNED ODES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BIT THE FLORID BOARD OF CJL CD1ptETC MONIFNT RAR RADIAL PFIO/ESSIDHV. SURVEYORS AND AWPFRS W C71APlOT 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT 10 SECTION 472.027, FLORIDA STATUES SETUL1/E' IR. •/OLD R796 NA NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYDR'S SIGNATURE AND ORKV44L RAISED SELL THIS SURVEY MAP OR COMES ARE NOT VALID REC. P.D.S. RCNVERCDtC6DNING I vI. v1TNES5 POINT J. THIS SURVEY WAS PREPARED FROM THE INFWMWN FURNISHED To THE SURVEYOR ITIERE VAY BE OTHER RESTRICTIONS PAC. DINI Q POINT OF COHRENECNM CALL PAXCALCULATED PCRMAIVITREFERENCE OR rASEMENTS THAT AFFECT THIS PROPERTY. S CEHTNAIL rF. N MARVIT BkimpUILDING ROBES LINE 4, NO UNDERGROUND IMPROVEMENTS HAVE OUN LOCATED UN U35 OTHFRMIE SIIOIYN. fAD NAIL L DISK DSL BUILDING SETBACK LILAC KB. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF IN= CERTIFIED TO AND SHOULD NOT BE RELIED UPON or ANY OTHER ENTITY R/ v Ol RIGHT-Gr-PAT DJL DENCNDIARK B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSNT. DRAIN. EASDRNT DRAINAGEDA BASE REARING 7 BEARINGS. ARE 860 ASSUMED LNTUM AND ON THE LINE SHOWN AS BASE BEARING (BB) UTILV7ILIlY CLr 1LITY B. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 9 G • —N LINK FENCE CERTIACAIE — AUMORIZATION No. 4596. v9rr- VOOD FENCE C/ D CONCRETE ROCK P. C. - POINT Or CURVATURE P. I. • POINT Or TAKOCT DESC. • DESCRIPTION CERTIFIED BY: R • RADIUS D • ARC iLEND C • CHORD CHORDBEARING NORTH ` N THIS BUILOINC/PROPERTY DOES NOT UE WITHIN / THE ESTABUSHED 100 YEAR FLOOD PLANE AS PER 77RM- I GRUSEN EVER RRLS. / 4714 ZONE 71 MAP 1 12117COMOF (09-28-07) N. SCOTt R.LS 1 4801 I SCALE N— 1' . 20 —i 1 DRAWN BY: ••• I ORDER Na PLOT PLAN 06-26-2018 4126-16 FORMSOARD FOUNDATION/ELEVS, 11-16-2018 1 741J-18 v O CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: '3 3 S ' Documented Construction Value: S Job Address: C awlm buy) ta Historic District: Yes No Parcel ID• IResidentialz Commercial L l Type of Work: Newp Addition• Alteration Repair Demo Change of Usc El Move Description of Work:r Sla I :dR1 1 l W01 + L I Plan Reviev Phone: ` t i Name Street: Contact Person: h,Qa."lam i,l T``itl''e: j$ 5 ool;( Faz:4t1Z-3-385.3 Email: h11 al,7v, CQm j Property Owner Information UI I Phone: Resident of property? City, State Zip: s ; •$ L r Colit'ta>ufor Information rt . Name...c- 1'- Street: 31 Cod rsco (0 )13LU — Fax: LI0— ar\ d (l- - City, State Zip• State License No.: ArchitecVEngineer Information Name: Phone: Street: I Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: IAddress: 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 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 1053 Shill 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 O 7 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. k4-K Signature of Owner/Agent Date sigh[ a ire of contractor/Agent Print Owner/Agent's Name t Contractor AM Name Signatumof Notary -state of Florida Date Signawre of No ry-State of Florida Date CHERYL D AKERS MY COMMISSION p FF998962 EXPIRES June 05. 2020 407)?7a-0153 FWid&No10ryScrAce.CM1' Owner/Agent is Personally Known to Me or Contractor/Agent is _JtfPersoilall'y 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-83-1-2665 8 DEL -AIR State Cert CAC032448 NEATIN6 •AIR CONDMONIN6 SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00 SEAGATE VERSION III 3.0 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SPAMM N SUMMERLAND OPT BATH 2 3.5 115.0 S.fl,7 0 5 1$5,896.00 SUMMERLAND OPT BDRM 5 3.5 115.0 5 1$6.019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2"d year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and M D6S. For any interior kitchen hood that has a fan greater than 1500cfm -Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials HVAC STATE CERT. LIC 0 CAC032448 531 CODISCO WAY Senrord, FL 32771 407) 333-COOL www.delair.com CITY OF SANFORD BUILDING &. FIRE -PREVENTION PERMIT APPLICATION Application No: - 5 Docamented:Construction Value: $ : -n J• i . _ Job Address: '__ C 41 Historic District: Yes Nog Parcel ID: ResidentiaQ Commercial Type of Work: Newo Addi00R] Alteration Repair Demo Change of Use 4 Move Description of Work:'tr S-1ci 11 we• r Plan Review Contact • • Person: - Title: Phone: `1W-1 Faa: OZ 333-3853 Email: kme'-1"T,r,C""' Property Owner InformationName f! , ' Phone: Street: i Resident of property? City, State Zip: - r{ IL L- '. • ': Corittatifoi- Information Name l-7't r teal-c- T t !' 4Phont: `-tQ -7 Street: (!) 3 i TSpco (A)r .t.l Fax: q0-7- 2, - ; 3,5! r3 City, State Zip:.(. n CY t-' %^? State License No.: (,)3 a Y K AtchitecMEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITM 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 meetistandards 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 1053 Sball be inscribed witb the date of application and the code in effect as of that date: Sm Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application % O MM 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 requ irements 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 ;ccu!rate at work will be done in compliance with all applicable Jaws regulating construction and g, 9A47 Signature ofOwner/Agent Date Sigp re or Contractor/Ag6it Print Owner/Agcnl's Name PAt Contractor/A ent's Name signature•ofNotm-state of Florida Date swmft eorNo ry-State or Florida Date CHERYL D AKERS ice: • MY COMMISSION N FFOM52 EXPIRES June 05. 2020 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 H) . BELOW IS FOR OFFICE USE- ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COIVEVIENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 DEL -AIR State Cert CAC032448 NEIMNG •AIR CONDRIONDIB JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION l OPT SITTING RM 3.0 15.0 3 4,509.00 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 PALMDALE 2.0 / 2.5 15.0 4 8,029.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT 1ST 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 RM 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4 333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,098.00 SANIBEL VERSION l OPT 1ST FL BDRM 2.5 / 2.5 15.0 5 8,750.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8 273.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5 / 2.5 15.0 5 8,406.00 SANIBEL VERSION 1 OPT MORNING RM 2.5 / 2.5 15.0 4 8,455.00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 8,200.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS 3.5 / 2.0 15.0 4 9,232.00 SAWGRASS OPT 1ST FL SUITE 3.5 / 2.0 15.0 5 9,485.00 SAWGRASS OPT 211D FL EXTENSION 3.0/3-0 15.0 5 9,725.00 SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 5 9,288.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 4 9,222.00 HVAC STATE CERT. LIC 0 CAC03MM 531 CODISCO WAY Sanrord, FL 32771 407) 333•COOL www.deluir.com I S 151i ht ears15lightyears, Inc g Y 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet:all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy 5fflithF 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC r,h Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: SA'r4rcA Permit #: 1 fib— 35 Job Information Builder: _Qi 4j Community: 1zet^$1 40 t'lli Lot: 1 — Address: d % _L_)ou^ LMP Unit: City: .8N`C0C_ State: I=L Zip: 32-7-7 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. DIPO'ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2077 (ERI): = 1 X 60 = ay A DG 4L = 1l• 78 Method for calculating building volume_ CFM(50) Building Volume ACH(50) O Retrieved from architectural plans ASS (Mechanical Ventilation is not required) ode software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined In Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.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. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the co nce method selected above. Signature of Tester: 2L C_Date of Test:e2--(c:_ / 9 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: csANG) rc4 [permit#: l $ _ 33151 Job Information Builder: '( , ,%,) Community: „, ,a.. Lot: Address: 3170 % rwc.3/e/ (00pUnit: City: r cf State: L _ Zip: 3 :2 '/ 73 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 um of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak Free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handier unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? 0 YES (O,) [:]NO () 9- P-erformance / ERI Method cfm25 (out or Total) 0- ela 0.0;), To qualify using this method, Qn must not be greater than the duct leakage Form R405-2017 R406-2017. QnproposedQnspecifiedonorTotal of all Total Conditioned systems Square Footage Leakage Type selected on Form On specified on Form R405-1017 R405- 2077 (Energy Colc) or R406-2017 (Energy Calc) or R406-2077 SS P-o d - O Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the co a method selected above. Signature of Tester: Date of Test: e 2 — 9 Printed Name of Tester: Aaron Overholt License/ Certification #: 2DNAB7 Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) L 0 V CL LL Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 —S 2 Tim Smith, RESNET Quality Assurance Designee 15 li*ghtyears RESNET QA Provider # (1998-199)