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Home My WebLink About3640 Crawley Down Lp 18-1722; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000340 BUILDING PERMIT NUMBER: 18-10000340 DATE: April 04, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3640 17-20-31-5VC-0000-0420 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: 3640 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 Familyy 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 Sing1'e Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE g 4`7 J THIS INSTRUMENT PREPARED BY: i 11 1N 11111 Intl! !!1 Illll JlJ J III GRANT MALOY9 SEMINOLE COUNTY Name: NVR Inc. dba Ryan Homes CLERK OF CIRCUIT COURT & COMPTROLLE BK 9163 Ps728 (1F'ss ) Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 2018074688 RECORDED 06/28/2018 12--04:10 I'll RECORDING FEES $10.00 NOTICE OF COIV MENCE T RECORDED BY tsroith Permit Number: 18-1722 Parcel ID Number: 17-20-31-5VC-0000-0420 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 # 42 of Kensin ton Reserve 3640 Crawley Dc, n 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 Vin land Rd Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: 4A Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 328h 1 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: Address: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.1 1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 yeas from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO nCE 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 30MMENCEMENT. Dayna Mitchell Assistant Secretary Sig(Aure of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager) Print Name and Provide Signatory's Title/Office) State of Florida County of Oran The foregoing instrument was acknowledged before me this l day of jL—L—r—c— , 20 1 by Dayna Mitchell Who is personally known to me IX OR Name of person making statement who has produced identification type of identification produced: TRACY LEIGH MCDONALCf MY --COMMISSION N FF925012 I'kCr t:Atgrcc0 QLAUU- 407i39.5-0'53 Horidallota,ySerwcecon' Fri 0 C,t: ro. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 DATE: April 04, 2018 BUILDING APPLICATION #: 18-10000340 BUILDING PERMIT NUMBER: 18-10000340 UNIT ADDRESS: CRAWLEY DOWN LOOP 3640 17-20-31-5VC-0000 0420 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 DESCRIPT2ON:CITY-SANFORD SPECIAL NOTES: 3640 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 Familyy 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 Housingg 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PASSKSgle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY 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 1 11 ) IN,[liq ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Dater Project Name: Kensington Reserve project Address: Building Permit #: .Z 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 parry claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes PrinWNName f Owner/Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC1257565 Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 Gen. Contractor License # El. Contractor License # Progress Energy Florida Power and Light on / r-, r-- CITY OF SANFORD j BUILDING & FIRE PREVENTIONZAPR1020181's ` PERMIT APPLICATIONI { D Y:< D Application No:Ul I Documented Construction Value: $ 6159 00 Job Address: 3640 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0420 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Name: Street: Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information AB Design Phone: 407-774-6078 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: _ Bonding Company: N/A Mortgage Lender: Address: Address: brian@abdesigngroup.com N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4/4/2018 Signature e nt Date Tracy McDonald Print Owne gent's Na 4/4/2018 gna re ofNota -State of Florida Date ot"Jk P KRISTIN R ROIAND x Commission # GG 123381 r OP Expires July 11, 2021 P4 DOn W Tlw k4jetli t ySmIca Owner/Agent is X_ Personally Known to Me or Produced ID Type of ID 4<) 4/4/2018 Signatu e C tractor/Agent Date Tracy McDonald Print C ntr for/Agent's Name 4/4/2018 Signature of Notary -State of Florida Date ostR; Pue", KRISTIN R ROLAND Commission # GG 123381 gpP B Expires July 11, 2021 DadodTNuBuogettkmrySarlces Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Y Electrical [e Mechanical Lir Plumbing Gas Roof Construction Type: !6 Occupancy Use: R 3 Flood Zone: X - 5c-E A i C-1 c`i Total Sq Ft of Bldg: I Min. Occupancy Load: Zo # of Stories:Z- New Construction: Electric - # of Amps e Fire Sprinkler Permit: Yes No [# of Heads APPROVALS: ZONING: to IS UTILITIES: ENGINEERING: ?A- (- 4-Z(v-l$ FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 56-he-o 6aLf, GIB Plumbing - # of Fixtures lQ Fire Alarm Permit: Yes No T WASTE WATER: BUILDING: % ('aS.(& Revised: June 30, 2015 Permit Application APR 10 2016 ji CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 106,668 Job Address: 3640 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0420 Residential R Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4/4/2018 Signature kt5-11Pnt Date Tracy McDonald Print O%vne gent'sN 4/4/2018 ige oNotana -StateofFloridaDate4/ 4/2018 Signatu a Co tractor/Agent Date Tracy McDonald Print C ntr for/Agent's Name 4/ 4/2018 Signature of Notary -State of Florida Date iot` : P6ev, KRISTIN R ROLAND oltsr °uer, KRISTIN R ROLAND Commission # GG 123381 * * Commission # GG 123381 y, ec Expires July 11, 2021 Expires July 11, 2021 aFPVQs' OonAeGTlwBudyetNotmySe ''tfRt d OoMZdltwBuOgett ySarkes Owner/ Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: 1 e1-441— WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email- trmcdona@nvrinc.com Property Address: 3640 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0420 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: E 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) t hP raga;W s " i" 1 u. sly II p c fl x3- b ^ v OFFICIAL USEONLY . 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 'A', the best available information used to determine the base flood elevation is: BP# 18-1722 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Pot, Application for Paved Driveway, Sidewalk or Walkwa Includin Ri ht-of-Wa Use & Y 9 9 Y187-4 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a t tt driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other c jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kaowwbetsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbeforeyeudrg. 1. Project Location/Address: 3640 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is Property Owner - Signature: Address: 4307 Vir Phone: (407) 692-9831 Print Name: Tracy McDonald Orlando, FL 32811 Fax: Email: trmcdona@nvrinc.com Date: 04/04/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read Signature: nd the above statement and by signing this application I agree to its terms. Date: 04/04/2018 r'— This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use Dnveway.pdf 4/4/2018 SCPA Parcel View: 17-20-31-5VC-0000-0420 Property Record Card Parcel: 17-20-31-5VC-0000-0420 Property Address: 3640 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information Parcel 17-20-31-5VC-0000-0420 Owner BRISSON WEST PROJECT I LLC Property Address 3640 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 13601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Nam KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code ` 00-VACANT RESIDENTIAL Exemptions — Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market CosUMarket Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 67,000 14,000 Land Value Ag Just/Market Value" wW$ 67,000 14,000 Portability Adj Save Our Homes Adj 0 3 $0 Amendment 1 Adj 0 i $0 P&G Ad' 0 0 Assessed Value 67,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 42 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes I Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,000 € 0 67,000 Schools 67,000 ? 0 ... 67,000 City Sanford 67,000 0 67,000 SJWM(Saint Johns Water Management) 67,000 67,000 County Bonds m........ _. . , ,__,,..... . .., ,.. _„_,.. _.. ......... 67,000 0 l 67,000 Sales Description Date Book :Page :Amount Qualified Vac/Imp is No Sales S zrb Ownparable sakv Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 $67,000.00 67,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceidetaii.scpafl.org/ParceiDetailinfo.aspx?PID=l720315VC00000420 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: `+ &-t S 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: 36 kb oc.>-n L,oa P Street Address) Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: CBC1257 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this —Tday of , 200 18 , by Robert Lattanzi who is z{persona 1 -known tome or who has produced identification and who did (did not) take,q oath. n Notary Seal) o,s .Pu KRISTIN R ROLAND Commission # GG 123381 s.4,1Expires Jury 11, 2021 J r`a Q P,ondeCThn+BudgetNatarys Rev. 08.12) Print or type name Notary Public - State of F-10ndw Commission No. ja 3 My Commission Expires: 711112t as SQ.FT. CALC.'S IST. FLR. LIVING 1124 $a. FT. 2ND. FLR LIVING I190 50. FT. TOTAL LIVING 2914 Sa. FT. 2-GAR t I ANDS 1 GARAGE 635 5a FT. ENTRY 28 SQ. FT, EXTENDED LANAI 310 SQ. FT. TOTAL 3941 5a.FT. EXTERIOR MASONRY NOTE: PRIOR TO DRYWALL WALL BRG. HEIGHTS INSTALLATION ALL FRAMING MEMBERS 2'-0' FROM THE FIN15W FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE 9'-4' B%. TREATED SPRAY LOADoAD®L FR3T FLR WIDOW CALCB COAPOPBNT AND CLADDNQ WIND LOADS BASK WIND EXFO%EE FOR 3 SECOND QU$T8 CMl # 8011AIE vmN 160 AM WNWWDMIBO1TZOWFMTAMDBiOiATgN I 112 I6 -00N -0' 192' 94' 5 248/ -302 2 31 2, BDLR. 56, 96' 4 26.9/ -254 3 19 276ET-TF 38' 12' 4 283/ -308 4 1 1. ARCHTOP l6' 16, 5 29A/ -31.9 4A 19 26-SHTEMP. 38' 12' 5 283/ -3T] 5 38 2) 26-614 lb' 12• 4 210/ -29.5 6 34 2) 25-SI4 16' 60' 5 213/ -35.2 49 bow BGD. 14' 96' 5 26A/ -333 8 34 2) 25-SH 16' 60' j 4 1 26.9/ -29.4 WIND DESIGN CRITERIA A. BASIC WIND SPEED MF'N (3 SECOND GUST) V-LT-150 / VASD-116 MPH B. INTERIAL PRES6URE C0EFFICENT-e.18 C. RISK CATEGORY -TYPE If D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE VIA DESIGN WIND SPEED. FBCR 6TH ED. (2011) ALLOWS THESE F'RE56UWS TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. MAX. - D - TOP C PLATE B e I 2x4 n WOODFRAMED it, ot 1 CABINET SECTION a m ARCH DETAIL ARCH DETAIL ARCH DETAIL 30' OR 42' UPPERS W/GLASS INSERTS 21' BASE GAB. I 21'-0' B-OX- - D TIIIIAA.F6-Xb- F-T. F-- 2-OT'--04BEAMTO TO 3-iTP) INTOH GOLN4TNAta14COLr EXTENDEDLANAIUPTH xl0'-0' 9- 4' CLG. 10'-0' 4'- 10' 13'-6' I I II'-8' g_4• I I HB. II II I I I I 2) 25-SH 6080 5U DINETTE O RR---- IIII V-4' CLG. I = I 1 I ABINET GROWN MOULDING I 1 y 9 II r FAMILY RM. I I Z L I I, I6'- O'x20'-0' 9'- 4' CLG. TEMP.O WH. IiI42' HIGH WALL O 0 IF-1 IL I W/ WOOP GAP II 5'- 0' 1'-4' 10'-6' KITCHEN ABINE7 I - V- 4' GLG. GROAN I ` F=== q MOULDIW.I v lEi` ----- 4x4 POST 1- CAR TANDEM GARAGE 9'- 10'xl9'-4' 4- SW C LBW. I I 9'- 4' CLG. LBW. 4x4 PCS7 R/T 7. DBL. n I I 4) CISTUJI I IR- ISH PAID IIQBL. STUD DINING 0Y e yNG ROOM ARCH , 9'- 4' CLG. 2 10, 12'- 6' a' 5'- 6' 3'-10, 5'-8' 10'-6. FOYER 5'- 10 xT'-o I I e 9'_4' QI I II CLG. GI I e 2— CAR GARAGE I I 2 19'-4'x20'-4' _ 9'- 4' CLG. 44 ( 2) 26-6N TEMP. W/ 0 8CARCI- ITOP TRANS. 8312' 4 p S. L. - AV. ENTRY 6'- 8'x4'-4' 9'- 4' CLG. LINE OF 2ND. FLR ABV. 6'- 10, 6'-10' 4 5'-4' Ida I O'. I I'- 5'- 8' 2'- 4' 16'-0' 2'-4' 19'- 4' 20'-8' 40'- 0' FIRST FLOOR PLAN SCALE: 1/4 - 1'-0' ELEVATION 'B' v 1' GOND 1 coND HB. A R C H I T E C T S Design Gro s c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 078 Ak407- 77"078 n . bEe.ig group.wm AA M: 0003325 9 R U t W A Q R F C a8® E i 9TJBmv. & LOT: KENSINGTON RESERVE LOT 42) MODELESTERO BAY VERSION# 02) PROJECT#: 02997. 000 PAGE: FIRST FLOOR PLAN ARCI ff T= STATE CF FLOflIDA DATE: 1 /30 /1 B SCALE: 1/4"=1'—O" SHEET 3 OF 8 SECOND FLR WIDOW CALCS C0WONE iT AND CLADDM WM LOADS BASIC WE'D EXPOIRM FOR 3 SECOND CPJM QN.L zom IrHww H9WT71aN 1 30 2) 3051-51-1 EGRESS 12' 61, 5 213/ -299 2 15 3051-51-1 EGRESS 36' 61' 4 286/ -31J 3 12 3040-r:44 ITEMR) 36 48' 5 29J/ -316 4 15 3051-SW EGRESS bl• 4 28b/ -31J 5 15 30''1- EGRESS 36' 61' 4 26b/ -31J 6 15 3051-SW 36' 61' 4 28b/ -31J 1 15 3051-51-1 36' 61' 5 28b/ -319 9 15 3051-51-I 36' bl' 5 28b/ -319 9 I5 3051-51-1 36' bl' 4 28b/ -31J 10 15 36' 61' S 28b/ -31DE085 11 15 SRE6 S 36' 1- 4 28b/ -31J WIND DESIGN CRITERIA A BASIC WAD SPEED MPH (3 SECOND GUST) WLT-150 / VASD•Ilb MPH B. INTERVAL PRESSURE COEFFICIENT— 38 C. RISK CATEGORY -TYPE 11 D. E)Q-OSIJRE CATEGORY C NOTE: VALUE6 FOR COMPONENTS 4 CLADDING F'fESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. FBCR 6TH ED. (201T) ALLOWS THESE PRESSl1RE9 TO 5E MULTIPLIED DY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY F'R DUGT MANUFACTURERS. LINE OF IST.FLR BELOW I I 40'-0' I 5'-8' 5'-2' 12'-0' 12'-6' 10'-4' O I I SH O OTEMP-) o] Ip O.BATH WC 3MI-544 0 EGRES5 a 3051-SH EGRESS IR-I5H _ O o 0' CLG. '^ V-I CLG. e 4-51-1 O1yDif SUTTE W.I.C. CLG. I r TRAY CLG. I I I. I 4x4 0 3'-0' POST 4x4 SHWR LAv. LA U1 e I U 7- POST POST I 42' HIGH wa.c• O WALL W/ GLS. 8'-0' CLG. 9'-0' CLG. 17 r S N( AV. I ig BDR• M2 1 EIR l2'-O' IR-ISHJ 8'-0' CLG. V. 3 GIT I BATH#1 TUB I I F 7 l m I 8'-0' CLG. J LAUN. 97-0' S s— WA IN 1 CLG. CLG. I 4-0 BF. r- T -1 0L" TICIalp1 RI 1 = 41 N IR-ISN 2' 3' 1110 5' 6' S' It 42' NIGH WALL W/ WOOD GAP2-0 m 4-0+—EJ J a BF. IR-ISH— iA 36'x22' in IR-ISH 4-0 s AATTIC I1 11'1'1 1111 BDRM.#4 4x4--/ POST 12'-O'xll'-2' m LOFT' 4x4 PO5T HDRM.#3 13'-8'x24'-b' 13'-0'xl2'-0' 8'-0' CLG. 3051-SP EGRESSf 1O 2) 3051-5F1 9 9EGRESSEG EG5RE95 mn, 3051-SH 3051-5F1 40'-0' LINE OF IST. FLR BELOW SECOND FLOOR PLAN SCALE: 114 • 1'-0' ELEVATION 'B' e 4 v A R C X I T E C T S Design Grou 1.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32T50 PH: 407474b078 FAX40T-7T44078 n w.ebtlaslgngroup.comwMk: 0003325 SL7HDIV. de LOT: KENSINGTON RESERVE LOT 42) MODEL• ESTERO BAY VERSION#02) 7?ROJECT& 02997.000 PAGE: SECOND FLOOR PLAN MCHTECT= STATE OF Fi.ORIDA DATE: 1/30 /18 s1-MET 4 OF 8 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence 1 Address: Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PI..tIMRTiNCrIf 47`7G 2 5Ji AriespFRMia1_w,'. ti",t#"',.z"rc.#is'3r,, Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1!IECHANICALPERMIT3w..auZ Y " r it .-7': ma GF ,et' :a^ia5. ' , sa..s,.," rg Min Max Inspection Description 10 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: Lot42Kensington Res erveEstroBayBGR Builder Name: RYAN HOMES Street: 3640 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: # Owner: Jurisdiction: 691500MFORO Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2771.8 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392.00 ft'b. Concrete Block - Int Insul, Exterior R=4.1 987.78 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 392.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1782.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1782.00 ft' 6. Conditioned floor area above grade (ft') 2823 b. N/A R= ft' c. R= ft2 Conditioned floor area below grade (ft') 0 11. Ducts R ft' 7. Windows( 371.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 a. U- Factor: Dbl, U=0.35 309.25 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 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 23.4 SEER:15.00 b. Central Unit 28.4 SEER:15.00 c. U- Factor: Dbl, U=0.32 14.00 ft' SHGC: SHGC= 0.25 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft' a. Electric Heat Pump 23.2 HSPF:8.50 SHGC: b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3.236 ft. Area Weighted Average SHGC: 0.288 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2914.0 sqft.) Insulation Area EF: 0.950 a. Floor Over Other Space R=0.0 1240.00 ft' b. Conservation features b. Slab - On -Grade Edge Insulation R=0.0 1124.00 ft' None c. other ( see details) R= 550.00 ft' 15. Credits Pstat Glass/Floor Area: 0.132PASS Total ProposedModifiedLoads: 76.94 Total Baseline Loads: 80.25 1 hereby certify that the plans and sp cifications covered by Review of the plans and ST.4?Fthis calculationareincompliancetheFloridaEnergyspecificationscoveredbythisOTgE1+ _- O Code. calculation indicates compliance Q with theFloridaEnergyCode. rrreri ''--:"'',; •' PREPARED BY: "''-- Before construction is completed r '` O DATE: 9- 7-18 Scott Pratt this building will be inspected for compliance with Section 553.908 E it I hereby certify that this building, as designed, is in compliance Florida Statutes. CAD with theFloridaEnergyIde. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: 2/ 018 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/7/ 2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot42KensingtonReserveEstr Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2823 Lot # 42 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3640 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 1097 10311.8 2 Block2 1726 13808 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1097 10311.8 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1726 13808 No 1 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ____ ___ 100 ft2 13 0 0 1 2 Floor over Garage 2nd Floor ____ ____ 450 ft2 13 0.1 0 0.9 3 Slab -On -Grade Edge Insulatio 1st Floor 102.5 ft 0 1124 ft2 0.35 0 0.65 4 Floor Over Other Space 2nd Floor ___ ___ 1240 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1813 ft2 348 ft2 Medium 0.85 No 0.85 No 0 22.6 ATTIC RBS IRCCV # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 1674 ft2 N N 2/7/2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1782 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoSpace 1 S Exterior Frame - Wood 2nd Floor 13 46 6 8 0 372.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 11 5 9 4 106.6 ft2 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 20 5 9 4 190.6 ft2 0 0 0.6 0 5 N Exterior Frame - Wood 2nd Floor 13 46 6 8 0 372.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block- Int Insul 1st Floor 4.1 43 6 9 4 406.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 6 9 4 284.7 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 42 0 9 4 392.0 ft2 0 0.23 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None 25 3 6 8 20 ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 10 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 4 ft 6 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 6 ft 6 in Drapes/blinds Exterior 5 5 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 3 ft 9 in Drapes/blinds Exterior 5 6 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 7 W 4 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 14 ft 4 in Drapes/blinds Exterior 5 8 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 9 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 10 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 11 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 12 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 13 E 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 14 W 4 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ft2 7 ft 0 in 0 ft 6 in None None 15 W 4 Vinyl Low-E Double Yes 0.32 0.25 N 6.0 ft2 1 ft 0 in 14 ft 4 in Drapes/blinds None 2/7/2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 go] C11&I3[IF'V417iVl GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 636 ftz 636 ftZ 77 ft 8.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00038 2814 154.48 290.53 .3415 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ None None HSPF:8.5 23.2 kBtu/hr 1 HSPF:8.5 28 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ None None SEER: 15 23.4 kBtu/hr 0 cfm 0.75 1 SEER: 15 28.4 kBtu/hr 0 cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft DUCTS Supply - — Location R-Value Area Return-- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 219.2 ft Attic 6 336 ftZ 2nd Floor 2nd Floor 55 ftz Default Leakage 2nd Floor (Default) (Default) 84 ftZ Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 2/7/2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R4n5-gn17 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan Feb Mar Apr May Jun X]] Jul X] X]Aug Sep X Oct X Nov X Dec N IXI jXj r r Jun Jul X] Aug r Sep X X VHeaentinXJan Feb XMar X Apr May Jun X Jul X Aug Sep Oct Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling ( WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating ( WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 2/ 7/ 2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3640 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1392.00 ftzb. Concrete Block - Int Insul, Exterior R=4.1 987.78 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 392.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1782.00 ft2 6. Conditioned floor area (ft2) 2823 b. N/A R= ft2 c. R= ft2 7. Windows** Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.35 309.25 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 SHGC: SHGC=0.29 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.32 14.00 ft2 a. Central Unit 23.4 SEER:15.00 SHGC: SHGC=0.25 b. Central Unit 28.4 SEER:15.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.2 HSPF:8.50 Area Weighted Average Overhang Depth: 3.236 ft. b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average SHGC: 0.288 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Floor Over Other Space R=0.0 1240.00 ft2 a. Electric EF: 0.95 b. Slab -On -Grade Edge Insulation R=0.0 1124.00 ft2 b. Conservation features c. other (see details) R= 550.00 ft2 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 compliapt featXes. Builder Signature: 17 -- Date: 2/8/2018 Address of New Home: 3640 CRAWLEY DOWN LOOP City/FL zip: 32773 oX114E Sr4TF A' Q goo WE 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. 2/7/2018 1:59 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: 3640 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 manufacturers 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 leakagdiVindows, 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. 2/7/2018 2:00 PM EnergyGauge(D USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 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)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7/2018 2:00 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'Yz 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 TMA , Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/7/2018 2:00 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (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. 2/7/2018 2:00 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum 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 (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/7/2018 2:00 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot42Kensington Reserve EstroBayBGR Builder Name: RYAN HOMES Street: 3640 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 soronkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/ 7/2018 2:00 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: LoMKensingtonReserv... wrightsoft® p Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM s • • For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 h :Cooling Equipment Design Conditions design DB: 93.0°F Sensible gain: 17703 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.0°F Latent gain: 3210 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 20913 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 780 cfm Sensible capacity: 18257 Btuh Latent capacity: 3364 Btuh Total capacity: 21621 Btuh Model: GSZ140241 K+ASPT29B14A 103% of load 105% of load 103% of load SHR: 84% 41 A y He ating,Equipment1t ;,VJi Design Conditions Outdoor design DB: 38.0°F Heat loss: 20060 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140241 K+ASPT29B14A Actual airflow: 780 cfm Output capacity: 22235 Btuh 111% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 780 cfm Output capacity: 4.5 kW 77% of load Temp. rise: 50 IF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.9°F Capacity balance: 35 IF Economic balance: -99 OF jJ-{-- 2017-Dec-15 07:40:10 f wrightsoft° Right -Suited Universal 2017 17.0.23 RSU23828 Page 1 AC-CP.... troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W Manual S Compliance Report Job: LoMll<ensingtonReserv... wrightsoft® p Date: 8-30-11 Zone 2 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 0 t r .r4 aso,oling Equi'pmen as a.£ Design Conditions Outdoor design DB: 93.0°F Sensible gain: 22053 Btuh Entering coil DB: 78.1 °F Outdoor design WB: 76.0°F Latent gain: 3077 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 25129 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 947 cfm Sensible capacity: 22306 Btuh Latent capacity: 3724 Btuh Total capacity: 26030 Btuh Model: GSZ140301 K+ASPT37C14A 101 % of load 121 % of load 104% of load SHR: 86% e:-P '% °H Glt a5 "' V '" a ing Equipment'_ i - Design Conditions Outdoor design DB: 38.0°F Heat loss: 17317 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Output capacity: 27154 Btuh 157% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 947 cfm Output capacity: 4.2 kW 83% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.8°F Capacity balance: 27 OF Economic balance: -99 OF 2017-Dec-15 07:40:10 wrightsoft° Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACC...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsoft® Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42KensingtonReserv... Date: 8-30-11 By: EJH For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 Design. -Co • • _ Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (OF) 32 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (IF) 38 93 Infiltration: Daily range (OF) 20 ( M) Method Simplified Wet bulb (OF) 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 W Btuhtft °F ft'-°FBtuh Btuhtft' Btu In Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.08 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11 ft sep.); 6.67 ft head ht n 357 0.091 13.0 2.91 1039 2.23 795 e 281 0.091 13.0 2.91 819 2.23 627 s 342 0.091 13.0 2.91 994 2.23 761 w 232 0.091 13.0 2.91 676 2.23 518 all 1212 0.091 13.0 2.91 3529 2.23 2702 n 367 0.201 0 6.43 2363 4.10 1507 e 204 0.201 0 6.43 1314 4.10 838 s 75 0.201 0 6.43 482 4.10 307 w 119 0.201 0 6.43 764 4.10 487 all 766 0.201 0 6.43 4924 4.10 3139 n 5 0.049 19.0 1.57 8 2.60 13 ne 3 0.049 19.0 1.57 5 2.60 8 e 10 0.049 19.0 1.57 15 2.60 25 se 3 0.049 19.0 1.57 5 2.60 8 s 5 0.049 19.0 1.57 8 2.60 13 sw 3 0.049 19.0 1.57 5 2.60 8 w 10 0.049 19.0 1.57 15 2.60 25 nw 3 0.049 19.0 1.57 5 2.60 8 all 41 0.049 19.0 1.57 64 2.60 106 374 0.091 13.0 2.91 1090 1.33 497 n 15 0.540 0 17.3 264 14.4 219 s 31 0.540 0 17.3 527 24.7 753 all 46 0.540 0 17.3 791 21.2 972 n 39 0.540 0 17.3 666 14.4 553 2017-Dec-15 07:40:10 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 M...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Caic = MJ8 Front Door faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10.33 ft overhang (5.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 4.5 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 3.75 ft sep.); 6.67 ft head ht 213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 6.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (1 ft window ht, 14.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 14.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 7 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht e 12 0.540 0 17.3 207 44.1 530 e 31 0.540 0 17.3 529 44.1 1351 w 15 0.540 0 17.3 264 44.1 675 all 46 0.540 0 17.3 793 44.1 2026 e 32 0.540 0 17.3 559 34.1 1105 e 48 0.620 0 19.8 952 16.4 787 s 32 0.540 0 17.3 559 14.4 465 w 31 0.540 0 17.3 529 44.1 1351 w 31 0.540 0 17.3 529 49.5 1515 w 15 0.540 0 17.3 264 49.5 757 w 6 0.540 0 17.3 104 34.1 205 w 39 0.540 0 17.3 666 34.1 1316 w 8 0.540 0 17.3 138 21.0 168 Doors 11 DO: Door, wd sc type w 20 0.390 0 12.5 250 11.5 230 n 18 0.390 0 12.5 222 11.5 205 all 38 0.390 0 12.5 471 11.5 435 Ceilings 168-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1782 0.026 38.0 0.83 1483 1.38 2456 gypsum board int fnsh Floors 20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, amb ovr 100 0.068 13.0 2.18 218 0.88 88 20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, gar ovr 510 0.068 13.0 2.18 1109 0.88 450 22A-tpl: Bg floor, light dry soil, on grade depth 106 0.989 0 31.6 3355 0 0 2017-Dec-15 07:40:10 wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Galc = MJ8 Front Door faces: W Component Constructions Job: Lot42KensingtonReserv... wrightsoft® p Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM w k HOMESFor: RYAN D- • e s • Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (°F) 32 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb ('F) 38 93 Infiltration: Daily range (°F) - 20 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions 0r Area ft' U-value Stuh/ft%°F Insul R ftz'F/Btuh Htg HTM Btuh/ft' Loss Clg HTM Bluth Btuh/V Gain Btuh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 367 0.201 0 6.43 2363 4.10 1507 board intfnsh e 204 0.201 0 6.43 1314 4.10 838 s 75 0.201 0 6.43 482 4.10 307 w 119 0.201 0 6.43 764 4.10 487 all 766 0.201 0 6.43 4924 4.10 3139 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 374 0.091 fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 39 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 32 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, a 48 0.620 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 32 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10.33 ft overhang (5.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 6 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (1 ft window ht, 14.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 39 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 14.33 ft sep.); 6.67 ft head ht 13.0 2.91 1090 1.33 497 0 17.3 666 14.4 553 0 17.3 559 34.1 1105 0 19.8 952 16.4 787 0 17.3 559 14.4 465 0 17.3 104 34.1 205 0 17.3 666 34.1 1316 2017-Dec-15 07:40:10 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 ICCE1... troBayBGR\Lot42KensingtonReserveEstroBayBGR. rup Cale = MJ8 Front Door faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 8 0.540 0 17.3 138 21.0 168 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 7 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 20 0.390 0 12.5 250 11.5 230 n 18 0.390 0 12.5 222 11.5 205 all 38 0.390 0 12.5 471 11.5 435 Ceilings none) Floors 22A-tpl: Bg floor, light dry soil, on grade depth 106 0.989 0 31.6 3355 0 0 2017-Dec-15 07:40:10 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 ACC-K...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W Component Constructionsp Job: Lot42KensingtonReserv... wrightsoft® Date: 8-30-11 Zone 2 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM WV ropct Infortba• For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 o • o Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (°F) 32 18 Latitude: 281N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (IF) 38 93 Infiltration: Daily range (IF) 20 ( 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 ft' Btuh/R2--°F ftL'F/Btuh Btuh/V Btuh Btuhdt Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 357 0.091 13.0 2.91 1039 2.23 795 fnsh, 2"x4" wood frm, 16" o.c. stud e 281 0.091 13.0 2.91 819 2.23 627 s 342 0.091 13.0 2.91 994 2.23 761 w 232 0.091 13.0 2.91 676 2.23 518 all 1212 0.091 13.0 2.91 3529 2.23 2702 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 5 0.049 19.0 1.57 8 2.60 13 gypsum board int fnsh ne 3 0.049 19.0 1.57 5 2.60 8 e 10 0.049 19.0 1.57 15 2.60 25 se 3 0.049 19.0 1.57 5 2.60 8 s 5 0.049 19.0 1.57 8 2.60 13 sw 3 0.049 19.0 1.57 5 2.60 8 w 10 0.049 19.0 1.57 15 2.60 25 nw 3 0.049 19.0 1.57 5 2.60 8 all 41 0.049 19.0 1.57 64 2.60 106 Partitions none) Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.540 0 17.3 264 14.4 219 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.08 ft window ht, 1.5 s 31 0.540 0 17.3 527 24.7 753 ft sep.); 6.67 ft head ht all 46 0.540 0 17.3 791 21.2 972 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 12 0.540 0 17.3 207 44.1 530 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 31 0.540 0 17.3 529 44.1 1351 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 1.5 w 15 0.540 0 17.3 264 44.1 675 ft sep.); 6.67 ft head ht all 46 0.540 0 17.3 793 44.1 2026 2017-Dec-15 07:40:10 1k * wriightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 ftCC-k ...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 31 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 4.5 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 31 0.540 1/4" gap, 118" thk; NFRC rated (SHGC=0.31); foreground = new concrete (0.32); 1 It overhang (5.1 It window ht, 3.75 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 15 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); foreground = new concrete (0.32); 1 ft overhang (5.1 ft window ht, 6.5 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1782 0.026 gypsum board intfnsh Floors 20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, amb ovr 100 0.068 20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, gar ovr 510 0.068 r" wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 OCCk...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W 0 17.3 529 44.1 1351 0 17.3 529 49.5 1515 0 17.3 264 49.5 757 38.0 0.83 1483 1.38 2456 13.0 2.18 218 0.88 88 13.0 2.18 1109 0.88 450 2017-Dec-15 07:40:10 Page 6 Project Summary Job: LoMl(ensingtonFleser+r... wri htsoft® Y Date: 8-30-119EntireHouseBy: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM am MrIlall For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 Notes: RVSD: 4-12-13 JM L.S. 12-1-17 SRP RVSD 12-15-17 SRP i • o Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29050 Btuh Structure 27165 Btuh Ducts 8326 Btuh Ducts 12517 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37377 Btuh Use manufacturer's data Rate/swing multiplier Equipment sensible load 1.00 39682 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3805 Btuh Ducts 2482 Btuh Central vent (0 cfm) 0 Btuh Area (ft2 Heatingg Cooling 2914 2914 Equipment latent load 6287 Btuh Volume (ft3) 25204 25204 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 45969 Btuh Equiv. AVF (cfm) 172 88 Req. total capacity at 0.70 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Dec-15 07:ageWrlihtSOt• gRight -Suite® Universal 2017 17.0.23 RSU23828 l PagelACC{'\... troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W PtSummary Job: LoMKensingtonFleserv... Project -- wrightsoft® Y Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 Notes: RVSD: 4-12-13 JM L.S. 12-1-17 SRP RVSD 12-15-17 SRP MMMMM i- e • • Weather: Sanford, FL, US Winter Design Conditions Outside db Inside db Design TD 38 OF 70 OF 32 OF Heating Summary Structure 15956 Btuh Ducts 4104 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20060 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heatingg Cooling 1124 1124 10948 10948 0.39 0.20 70 36 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140241 K AHRI ref :8242618 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 23200 Btuh @a 47°F 27 OF 780 cfm 0.039 cfm/Btuh 0.40 in H2O Input = 5 kW, Output = 15356 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 11732 Btuh Ducts 5971 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 17703 Btuh Latent Cooling Equipment Load Sizing Structure 2064 Btuh Ducts 1146 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3210 Btuh Equipment Total Load (Sen+Lat) 20913 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140241 K Coil ASPT29B14A AHRI ref :8242618 Efficiency 12.5 EER, 15 SEER Sensible cooling 17550 Btuh Latent cooling 5850 Btuh Total cooling 23400 Btuh Actual air flow 780 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Dec-15 07:40:10 wrightsof ' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCK... troBay BGR\Lot42KensingtonRes erveEstroBay BGR.rup Calc = MJ8 Front Door faces: W ProjePt Summary Job: LoMKensingtonReserv... ct - - wrightsoft® Y Date: 8-3 -11 Zone 2 y DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 Notes: RVSD: 4-12-13 JM L.S. 12-1-17 SRP RVSD 12-15-17 SRP i - • s e Weather: Sanford, FL, US Winter Design Conditions Outside db Inside db Design TD 38 OF 70 OF 32 OF Heating Summary Structure 13094 Btuh Ducts 4222 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 17317 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating790 Co 1 1790 14256 14256 0.43 0.22 102 52 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140301 K AHRI ref :8242621 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 27 OF Backup: 8.5 HSPF 28000 Btuh @ 470F 27 OF 947 cfm 0.055 cfm/Btuh 0.40 in H2O Input = 4 kW, Output = 14357 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 15483 Btuh Ducts 6570 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 22053 Btuh Latent Cooling Equipment Load Sizing Structure 1741 Btuh Ducts 1336 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3077 Btuh Equipment Total Load (Sen+Lat) 25129 Btuh Req. total capacity at 0.75 SHR 2.5 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140301 K Coil ASPT37C14A A H R I ref :8242621 Efficiency 12.5 EER, 15 SEER Sensible cooling 21300 Btuh Latent cooling 7100 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Dec-15 07:40:10 wrightsofr Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 Cii...troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsofV Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Entire House Zone 1 2 Exposed wall 280.0 It 106.0 ft 3 Room height 8.5 ft 9.3 ft 4 Room dimensions 5 Room area 2955.0 ft2 1173.0 ft2 Ty Construction number U- value BtuWftz° F) Or HTM Btuh/ ftz) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 y/ L- G W 12C- Osw 2A- 2om 13A- 2ocs 2A- 2om 1613- 19ad 0. 091 0. 540 0. 201 0. 540 0. 049 n n n n n 2. 91 17. 28 6. 43 17. 28 1. 57. 2. 23 14. 36 4. 10 14. 36 2. 60 372 15 406 39 5 357 0 367 0 5 1036 264 2363 666 8 795 219 1507 553 13 0 0 406 39 0 0 0 367 0 0 0 0 2363 666 0 0 0 1507 553 0 W W 1613- 19ad 12C- 0sw 2A- 2om 0. 049 0. 091 0. 540 ne a e 1. 57 2. 91 17. 28 2. 60 2. 23 44. 14 3 324 12 3 281 0 5 819 207 8 627 530 0 0 0 0 0 0 0 0 0 0 0 0 L C IL13A- 2ocs 2A- 2om 0.540 0. 201 e a 17. 28 6. 43 44. 14 4. 10 31 285 0 204 529 1314 1351 838 0 285 0 204 0 1314 0 838 I/+ J W 2A- 2om 2A- 2omd 1613- 19ad 0. 540 0. 620 0. 049 e a e 17. 28 19. 84 1. 57 34. 14 16. 40 2. 60 32 48 10 0 48 10 559 952 15 1105 787 25 32 48 0 0 48 0 559 952 0 1105 787 0 W V?/ 16B- 19ad 12C- 0sw 0. 049 0. 091 se s 1. 57 2. 91 2. 60 2. 23 3 372 3 342 5 994 8 761 0 0 0 0 0 0 0 0 L.- G T- G 2A- 2om 13A- 2ocs 2A- 2om 0. 540 0. 201 0. 540 s s s 17. 28 6. 43 17. 28 24. 69 4. 10 14. 36 31 107 32 23 75 32 527 482 559 753 307 465 0 107 32 0 75 32 0 482 559 0 307 465 W W 1613- 19ad 168- 19ad 12C- Osw 2A- 2om 2A- 2om 213- 2fm 2B- 2fm 13A- 2ocs 2A- 2om 2A- 2om 2A- 2om 11DO 166- 19ad 1613- 19ad 12C- 0sw 0. 049 0. 049 0. 091 0. 540 0. 540 0. 540 0. 540 0. 201 0. 540 0. 540 0. 540 0. 390 d. 049 0. 049 0. 091 s sw w w w w w w w w w w w nw 1. 57 1. 57 2. 91 17. 28 17. 28 17. 28 17. 28 6. 43 17. 28 17. 28 17. 28 12. 48 1. 57 1. 57 2. 91 2. 60 2. 60 2. 23 44. 14 44. 14 49. 51 49. 51 4. 10 34. 14 34. 14 21. 01 11. 51 2. 60 2. 60 1. 33 5 3 324 15 31 31 15 191 6 39 8 20 10 3 392 5 3 232 0 0 0 0 119 0 0 5 20 10 3 374 8 5 676 264 529 529 264 764 104 666 138 250 15 5 1090 13 8 518 675 1351 1515 757 487 205 1316 168 230 25 8 497 0 0 0 0 0 0 0 191 6 39 8 20 0 0 392 0 0 0 0 0 0 0 119 0 0 5 20 0 0 374 0 0 0 0 0 0 0 764 104 666 138 250 0 0 1090 0 0 0 0 0 0 0 487 205 1316 168 230 0 0 497 W W PI L-- D 11DO 1613- 38ad 20P- 13t 0. 390 0. 026 0. 068 n 12.48 0. 83 2. 18 11. 51 1. 38 0. 88 18 1782 100 18 1782 100 222 1483 218 205 2456 88 18 0 0 18 0 0 222 0 0 205 0 0 C F F F 2OP- 13t 22A- to 0. 068 0. 989 2. 18 31. 65 0. 88 0. 00 510 1173 510 106 1109 3355 450 0 0 1173 0 106 0 3355 0 0 6 c) AED excursion 67 0 Envelope loss/gain 23000 21690 13485 8670 12 a) Infiltration 5237 1695 2471 712 b) Room ventilation 0 0 1 0 0 13 Intemal gains: Occupants @ 230 6 1380 5 1150 Appliances/ other 2400 1200 Subtotal ( lines 6 to 13) 29050 27165 15956 11732 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29050 27165 15956 11732 1151 Duct loads 291/. 46% 8326 12517 26% 51%1 4104 5971 Total room load 37377 39682 20060 17703 Air required (cfm) 1 1727 1727 780 780 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. F7tsoft' 2017- Dec-15 07:40:10 wri 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Cale = MJ8 Front Door faces: W I wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Zone 2 2 Exposed wall 174.0 ft 3 Room height 8.0 ft 4 Room dimensions 5 Room area 1782.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft2-*F) Btuhlft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12G0sw 0.091 n 2.91 2.23 372 357 1089 795 G 2A-2om 0.540 n 17.28 14.36 15 0 264 219 W 13A-20cs 0.201 n 6.43 4.10 0 0 0 0 L- G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 11 W 1613-19ad 0.049 n 1.57 2.60 5 5 8 13 W 16B-19ad 0.049 no 1.57 2.60 3 3 5 8 12C- 0sw 0.091 a 2.91 2.23 324 281 819 627 2A- 2om 0.540 e 17.28 44.14 12 0 207 530 2A- 2om 0.540 e 17.28 44.14 31 0 529 1351 13A- 2ocs 0.201 e 6.43 4.10 0 0 0 0 2A- 2om 0.540 e 17.28 34.14 0 0 0 0 2A- 2omd 0.620 a 19.84 16.40 0 0 0 0 W 1613-19ad 0.049 e 1.57 2.60 10 10 15 25 W 1613-19ad 0.049 se 1.57 2.60 3 3 5 8 y/ 12C-Osw 0.091 s 2.91 2.23 372 342 994 761 f-- G 2A-2om 0.540 s 17.28 24.69 31 23 527 753 yJ 13A-2ocs 0.201 s 6.43 4.10 0 0 0 0 t- G 2A-2om 0.540 s 17.28 14.36 0 0 0 0 W 1613-19ad 0.049 s 1.57 2.60 5 5 8 13 W 166-19ad 0.049 sw 1.57 2.60 3 3 5 8 12C- Osw 0.091 w 291 2.23 324 232 676 518 2A- 2om 0.540 w 17.28 44.14 15 0 264 675 2A- 2om 0.540 w 17.28 44.14 31 0 529 1351 28- 2fm 0.540 w 17.28 49.51 31 0 529 1515 213- 21m 0.540 w 17.28 49.51 15 0 264 757 13A- 2ocs 0.201 w 6.43 4.10 0 0 0 0 2A- 20m 0.540 w 17.28 34.14 0 0 0 0 2A- 2om 0.540 w 17.28 34.14 0 0 0 0 2A- 2om 0.540 w 17.28 21.01 0 0 0 0 11 DO 0.390 w 12.48 11.51 0 0 0 0 W 1613-19ad 0.049 w 1.57 260 10 10 15 25 W 16B-19ad 0.049 nw 1.57 2.60 3 3 5 8 PI 12C-Osw 0.091 2.91 1.33 0 0 0 0 L- D 11 DO 0.390 n 12.48 11.51 0 0 0 0 C 168-38ad 0.026 0.83 1.38 1782 1782 1483 2456 F 20P-13t 0.068 2.18 0.88 100 100 218 88 F 2OP-13t 0.068 2.18 0.88 510 510 1109 450 F 22A-to 0.989 31.65 0.00 0 0 0 0 6 c) AED excursion 68 Envelope loss/gain 9515 13022 12 a) Infiltration 3579 1031 b) Room ventilation 0 0 13 Intemal gains: Occupants Qa 230 1 230 Appliances/ other 1200 Subtotal ( lines 6 to 13) 13094 15483 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 13094 15483 15 Duct loads 320% 429/. 4222 6570 Total room load 17317 22053 Air required (cfm) 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf7t50ft' 2017-Dec- 15 07:40:10 i 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 troBayBGR\Lot42KensingtonReserveEstroBayBGR. rup Calc = MJ8 Front Door faces: W wrightsoft" Right-M Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Zone 1 Din/Foyer/Liv 2 Exposed wall 106.0 ft 45.5 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 462.5 ft 5 Room area 1173.0 ft2 462.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) BtUWftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 T- G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 6.43 4.10 406 367 2363 1507 219 181 1163 741 I_.G 2A-2om 0.540 n 17.28 14.36 39 0 666 553 39 0 666 553 11 W 1613-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 e 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 6.43 4.10 285 204 1314 838 0 0 0 0 2A-2om 0.540 e 17.28 34.14 32 0 559 1105 0 0 0 0 2A-2omd 0.620 a 19.84 16.40 48 48 952 787 0 0 0 0 W 168-.19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 Vfl 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 t--G 2A-2om MAO s 0.00 0.00 0 0 0 0 0 0 0 0 Vtl 13A-20cs 0.201 s 6.43 4.10 107 75 482 307 14 14 90 57 G 2A-2om 0.540 s 17.28 14.36 32 32 559 465 0 0 0 0 W 16B-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0 W 168-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 0.00 O.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fm 0.540 w 0.o0 0.00 0 0 0 0 0 0 0 0 2B-2fm 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 6.43 4.10 191 119 764 487 191 119 764 487 2A-2om 0.540 w 17.28 34.14 6 0 104 205 6 0 104 205 2A-2om 0.540 w 17.28 34.14 39 0 666 1316 39 0 666 1316 2A-2om 0.540 w 17.28 21.01 8 5 138 168 8 5 138 168 11DO 0.390 w 12.48 11.51 20 20 250 230 20 20 250 230 W 1613-19ad 0.049 w 6.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0 PI 12C-0sw 0.091 2.91 1.33 392 374 1090 497 149 132 383 175 L---D 11 DO 0.390 n 12.48 11.51 18 18 222 205 18 18 222 205 C 168-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-to 0.989 31.65 0.00 1173 106 3355 0 463 46 1440 0 6 c) AED excursion 0 369 Envelope loss/gain 13485 8670 5885 4506 12 a) Infiltration 2471 712 1061 306 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1200 1 0 Subtotal (lines 6 to 13) 15956 11732 6946 5042 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15956 11732 6946 5042 15 Duct loads 26 % 51 % 4104 5971 26 % 51 % 1787 2566 Total room load 20060 17703 8733 7608 Air required (cfm) 780 780 340 335 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Dec-15 07:40:10 A _ lIjf 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsoft* ' Right-JO Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensin gtonReserve Es... Date: 8- 30-11 By: EJH 1 Room name Dinette/Kitchen Family 2 Exposed wall 33.5 ft 27.0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 13.5 x 20.0 ft 1.0 x 409.8 ft 5 Room area 270.0 ft2 409.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ ftz°F) Btuh/ftz) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C- 0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 T L- G2A-2om 13A-2ocs 0.540 0.201 n n 0. 00 6.43 0.00 4.10 0 187 0 187 0 1201 0 765 0 0 0 0 0 0 0 0 Va! I-- G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 W 1613-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 W 16B- 19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0. 0 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 a 0.00 0.00 0 0 0 0 0, 0 0. 0 13A-2ocs 0.201 a 6.43 4.10 126 94 602 384 159 111 712 454 2A-20m 0.540 e 17.28 34.14 32 0 0 559 0 1105 0 0 48 0 48 0 952 0 787 2A- 2omd0.620 a 19.84 16.40 0 W 16B- 19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0 W 1613- 19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 y/ 12C- 0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 Lam, 2A- 2om 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 6.43 4.10 0 0 0 0 93 61 392 250 2A-2om 0.540 s 17.28 14.36 0 0 0 0 32 32 559 465 W 168- 19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1613- 19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 0 12C- 0sw0.091 w 0.00 0.00 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fm 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 213-2fm 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 6.43 4.10 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 21.01 0 0 0 0 0 0 0 0 11 DO 0.390 w 12.48 11.51 0 0 0 0 0 0 0 0 W 16B- 19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 W 168- 19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0 R 12C- 0sw 0.091 2.91 1.33 0 0 0 0 140 140 408 186 L--D 11 DO 0.390 n 12.48 11.51 0 0 0 0 0 0 0 0 C 168- 38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP- 13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP- 13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 31.65 0.00 270 34 1060 0 410 27 854 0 6 c) AED excursion 61 296 Envelope loss/ gain 3422 21941 3878 1846 12 a) Infiltration 781 225 629 181 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/other 12W 0 Subtotal (lines 6 to 13) 4203 3619 4507 2947 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 0 Redistribution 0 4203 361 9 4507 2947 14 15 Subtotal Duct loads 26% 51 % 1081 1842 26% 51 % 1159 1500 Total room load 5285 5461 5667 4447 Air required ( cfm) 205 241 220 196 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. k- wri htsoft' g 2017-Dec- 15 07:age 4 9 Riht-Suite® Universal 2017 17.0.23 RSU23828 Page 4 AC...troBayBGR\ Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsoft Right-M Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Powder 2 Exposed wall 0 ft 3 Room height 9.3 ft heat/cool 4 Room dimensions 5.5 x 5.6 ft 5 Room area 30.7 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vil 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 L- 2A-2om 0.540 n 0.00 0.00 0 0 0 0 13A-2ocs 0.201 n 6.43 4.10 0 0 0 0t__ 3 2A-2om 0.540 n 17.28 14.36 0 0 0 0 11 W 168-19ad 0.049 n 0.00 0.00 0 0 0 0 W 1613-19ad 0.049 ne 0.00 0.00 0 0 0 0 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 2A-26m 0.540 a 0.00 0.00 0 0 0 0 2A-2om 0.540 a 0.00 0.00 0 0 0 0 13A-2ocs 0.201 a 6.43 4.10 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 W 1613-19ad 0.049 a 0.00 0.00 0 0 0 0 W 1613-19ad 0.049 se 0.00 0.00 0 0 0 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0t-G 2A-2om 0.540 s 0.00 0.00 0 0 0 0 y/ 13A-20cs 0.201 s 6.43 4.10 0 0 0 0 I--G 2A-2991 0.540 s 17.28 14.36 0 0 0 0 W 168-19ad 0.049 s 0.00 0.00 0 0 0 0 W 1613-19ad 0.049 sw 0.00 0.00 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 213-2fm 0.540 w 0.00 0.00 0 0 0 0 213-2fm 0.540 w 0.00 0.00 0 0 0 0 13A-2ocs 0.201 w 6.43 4.10 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 2A-2om 0.540 w 17.28 21.01 0 0 0 0 11 DO 0.390 w 12.48 11.51 0 0 0 0 W 1613-19ad 0.049 w 0.00 0.00 0 0 0 0 W 1613-19ad 0.049 nw 0.00 0.00 0 0 0 0 PI 12C-Osw 0.091 2.91 1.33 103 103 299 136 D 11 DO 0.390 n 12.48 11.51 0 0 0 0 C 168-38ad 0.026 0.00 0.00 0 0 0 0 F 2OP-13t 0.068 0.00 0.00 0 0 0 0 F 2OP-13t 0.068 0.00 0.00 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 30 0 0 0 6 c) AED excursion 12 Envelope loss/gain 299 124 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 299 124 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 299 124 15 Duct loads 26% 51% 77 63 Total room load 376 187 Air required (cfm) 1 15 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Dec-15 0 Page 5 troBayBGR\Lot42KensingtonRes erveEstroBayBGR.rup Calc - MJ8 Front Door faces: W g wrightsofIr Rig ht-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot42KensingtonReserveEs... Date: 8-30-11 By: EJH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone 2 174.0 ft 8.0 It 1782.0 ft' Bdrm 2 15.5 ft 8.0 ft heat/cool 1.0 x 191.5 ft 191.5 It Ty Construction number U-value Btuh/ftz°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 vf1L-G 12C-0sw 2A-2om 13A-2ocs 2A-2om 16B-19ad 16B-19ad 12C-0sw 2A-2om 2A-2om 13A-2ocs 2A-2om 2A-2omd 16B-19ad 16B-19ad 12C-0sw 2A-2om 13A-20cs 2A-2om 16B-19ad 168-19ad 12C-0sw 2A-2om 2A-2om 28-2fm 213-2fm 13A-2ocs 2A-2om 2A-2om 2A-2om 11 DO 16B,19ad 1613-19ad 12C-0sw 11DO 1613-38ad 20P-13t 2OP-13t 22A-tpl 0.091 0.540 0.201 0.540 0.049 0.049 0.091 0.540 0.540 0.201 0.540 0.620 0.049 0.049 0.091 0.540 0.201 0.540 0.049 0.049 0.091 0.540 0.540 0.540 0.540 0.201 0.540 0.540 0.540 0.390 0.049 0.049 0.091 0.390 0.026 0.068 0.068 0.989 n n n n n ne a e e a a a a se s s s s s sw w w w w w w w w w w w nw n 2.91 17.28 0.00 0.00 1.57 1.57 2.91 17.28 17.28 0.00 0.00 0.00 1.57 1.57 2.91 17.28 0.00 0.00 1.57 1.57 2.91 17.28 17.28 17.28 17.28 0.00 0.00 0.00 0.00 0.00 1.57 1.57 0.00 0.00 0.83 2.18 2.18 0.00 2-23 14:36 0.00 0.00 2.60 2.60 2.23 44.14 44.14 0.00 0.00 0.00 2.60 2.60 223 24.69 0.00 0.00 2.60 2.60 2.23 44.14 44.14 49.51 49.51 0.00 0.00 0.00 0.00 0.00 2.60 2.60 0.00 0.00 1.38 0.88 0.88 0.00 372 15 0 0 5 3 324 12 31 0 0 0 10 3 372 31 0 0 5 3 324 15 31 31 15 0 0 0 0 0 10 3 0 0 1782 100 510 0 357 0 0 0 5 3 281 0 0 0 0 0 10 3 342 23 0 0 5 3 232 0 0 0 0 0 0 0 0 0 10 3 0 0 1782 100 5.10 0 1039 264 0 0 8 5 819 207 529 0 0 0 15 5 994 527 0 0 8 5 676 264 529 529 264 0 0 0 0 0 15 5 0 0 1483 218 1109 0 795 219 0 0 13 8 627 530 1351 0 0 0 25 8 761 753 0 0 13 8 518 675 1351 1515 757 0 0 0 0 0 25 8 0 0 2456 88 450 0 124 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 192 0 0 0 109 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 192 0 0 0 317 264 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 159 0 0 0 242 219 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 264 0 0 0 W I__o W W W W t--G t-L' W W W W PI c-D C F F F 6 c) AED excursion 68 63 Envelope loss/gain 9515 13022 740 663 12 a) Infiltration b) Room ventilation 3579 0 1031 0 310 0 89 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 1200 0 0 1 0 Subtotal (lines 6 to 13) 13094 15483 1049 752 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 32% 42% 0 0 0 13094 4222 0 0 0 15483 6570 321% 42% 0 0 0 1G49 338 0 0 0 752 319 Total room load Air required (cfm) 17317 947 22053 947 176 1388 1071 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. oft' 2017-Dec-15 07:ge 64GA- wrightsRight-Suite® Universal 2017 17.0.23 RSU23828 Page troBayBGR\ Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsoft" Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Bdrm 3 Bdrm 4 2 Exposed wall 32.5 ft 15.5 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 212.5 ft 1.0 x 193.0 ft 5 Room area 212.5 ftz 193.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WJ 12C-0sw 0.091 n 2.91 2.23 136 136 366 303 24 24 70 54 L 2A-20m 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 LV1/ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 I- C 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 1613-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.57 2.60 0 0 0 0 0 0 0 0 12C- Osw 0.091 a 2.91 2.23 0. 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0*SC e 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 a 1.57 2.60 0 0 0 0 0. 0 0 0 W 168-19ad 0.049 se 1.57 2.60 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 s 2.91 2.23 12 12 35 27 0 0 0 0 I-- G 2A-2om 0.540 s 17.28 24.69 0 0 0 0 0 0 0 0 Vtl 13A-20cs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 GW 16B-19ad 0.049 s 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.57 2.60 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 291 2.23 112 81 237 181 100 69 202 155 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 15 0 264 675 2A- 2om 0.540 w 17.28 44.14 31 0 529 1351 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 15 0 264 757 2B- 2frri 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 13A- 20cs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 w 1:57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.57 2.60 0 0 0 0 0 0 0 0 PI 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L- D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 213 213 177 293 193 193 161 266 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 90 90 196 80 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 240 253 Envelope loss/gain 1374 2395 1157 2239 12 a) Infiltration 649 187 310 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 2023 2582 1467 2328 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2023 2582 1467 2328 15 Duct loads 321% 42 % 652 1096 32 % 421/6 473 988 Total room load 2675 3677 1940 3316 Air required (cfm) 146 158 1 1 106 1 142 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fiwri htsoft` 2017- Dec-15 07:40:10 g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7 troBayBGR\ Lot42KensingtonReserveEstroBayBGR.rup Cale = MJ8 Front Door faces: W 1- wrightsoft^ Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensin gtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Bthrm 1 Hall/Stairs 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 11.0 x 5.5 ft 1.0 x 134.8 ft 5 Room area 60.5 ft2 134.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-0sw 0.091 n 2.91 2.23 0 0 0 0 0 0 0 0 L- 2A-2om 0.540 h 17.28 14.36 0 0 0 0 0 0 0 0 Vfl 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 1613-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 W 168-19ad 0.049 ne 1.57 2.60 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 a 2.91 2.23 0 0 0 0 0 0 0 0 IL G 2A-2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2dm 0.540 e 17.28 4.4.14 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 e 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.57 2.60 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 s 2.91 2.23 0 0 0 0 0 0 0 0 I- G 2A-2om 0.540 s 17.28 24.69 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 s 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.57 2.60 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.91 2.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 w 1.57 2.60 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.57 2.60 0 0 0 0 0 0 0 0 PI- 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 61 61 50 83 135 135 112 186 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 20P-13t 0.068 2.18 0.88 3 3 6 2 4 4 8 3 F 22A-10 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 15 Envelope loss/gain 56 79 120 174 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 01 1 0 Subtotal ( lines 6 to 13) 56 79 120 174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 56 79 120 174 15 Duct loads 1 329% 429/6 18 34 320% 42% 39 74 Total room load I I 74 1113 158 248 Air required (cfm) 41 5 19 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-15 07:age 8 PagetroBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Cale = MJ8 Front Door faces: W wrightsoft Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Laundry Loft 2 Exposed wall 0 It 41.5 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 8.5 . x 6.0 ft 1.0 x 343.0 ft 5 Room area 51.0 ft2 343.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2--F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C-0sw 0.091 n 2.91 2.23 0 0 0 0 0 0 0 0 lG 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W i6B-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.57 2.60 0 0 0 0 0 0 0 0 12C- 0sw 0.091 a 2.91 2.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 20m 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0 W 1613=19ad 0.049 e 1.57 2.60 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.57 2.60 0 0 0 0 0 0 0 0 Vr/ 12C-0sw 0.091 s 2.91 2.23 0 0 0 0 220 190 552 422 t- G 2A-20m 0.540 s 17.28 24.69 0 0 0 0 31 23 527 753 y/ 13A-20cs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L- G 2A-2om 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 s 1.57 2.60 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw 1.57 2.60 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.91 2.23 0 0 0 0 112 81 237 181 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 15 0 264 757 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 15 0 264 757 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 w 1.57 2.60 0 0 0 0 0 0 0 0 W 168-19ad 0.049 nw 1.57 2.60 0 0 0 0 0 0 0 0 PI 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 I--- D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.83 1.38 51 51 42 70 343 343 285 473 F 20P=13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 336 336 731 297 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 127 Envelope loss/gain 42 19 2861 3515 12 a) Infiltration 0 829 239 b) Room ventilation 0E6] 000 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 42 619 3690 3754 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42 619 3690 3754 15 Duct loads 321/ 42% 14 263 329% 42% 1190 159 3 Total room load 56 881 4880 15346 Air required (cfm) 31 38 267 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017- Dec-15 07: F- wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page ge9 9troBayBGR\ Lot42KensingtonReserveEstroBay BGR.rup Calc = MJS Front Door faces: W f - wrightsofr Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Far..407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Mstr Bdrm Mstr Bthrm 2 Exposed wall 19.5 ft 19.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 319.3 ft 1.0 x 130.0 ft 5 Room area 319.3 ft2 130.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V1/ 12"sw 0.091 n 2.91 2.23 0 0 0 0 88 88 256 196 G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 VJ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W' 168-19ad 0.049 n 1.57 2.60 5 5 8 13 0 0 0 0 W 168-19ad 0.049 ne 1.57 2.60 3 3 5 8 0 0 0 0 W 12C-0sw 0.091. e 2.91 2.23 156 125 365 280 64 52 151 116 2A-20m 0.540 e 17.28 44.14 0 0 0 0 12 0 207 530 2A-2om 0.540 e 17.28 44.14 31 0 529 1351 0 0 0 0 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0 W 166-19ad 0.049 a 1.57 2.60 10 10 15 25 0 0 0 0 W 16B-19ad 0.049 se 1.57 2.60 3 3 5 8 0 0 0 0 y/ 12C-0sw 0.091 s 2.91 2.23 0 0 0 0 0 0 0 0 L-C 2A-2om 0.540 s 17.28 24.69 0 0 0 0 0 0 0 0 y/ 13A-20cs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L--, 2A-2om 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 s 1.57 2.60 5 5 8 13 0 0 0 0 W 168-19ad 0.049 sw 1.57 2.60 3 3 5 8 0 0 0 0 12C-0sw 0.091 w 2.91 2.23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 28-2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 213-2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W 166-19ad 0.049 w 1.57 2.60 10 10 15 25 0 0 0 0 W 168-19ad 0.049 nw 1.57 2.60 3 3 5 8 0 0 0 0 PI 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 r--D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 319 319 266 440 130 130 108 179 F 2OP-13t 0.068 2.18 0.88 30 30 65 27 0 0 0 0 F 20P-13t 0.068 2.18 0.88 25 25 54 22 0 0 0 0 F 22A-to 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 66 16 Envelope loss/gain 1343 2159 723 1004 12 a) Infiltration 492 142 380 109 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Qa 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1835 3131 1103 1114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1835 3131 1103 1114 15 Duct loads 32% 42% 592 1328 32°/, 42% 356 473 Total room load 2427 4459 1458 1586 Air required (cfm) 133 191 80 68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Q=-Fkwri hYSOft' 2017-Dec-15 07:40:10 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 10 ACCK ... troBayBGR\Lot42Kensington Res erveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsoft' Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot42Kensin gtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Mstr WC Mstr WIC 1 2 Exposed wall 6.0 ft 16.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 4.0 ft 7.0 x 9.0 ft 5 Room area 24.0 ft' 63.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 h1J 12C-0sw 0.091 ri 2.91 2.23 0 0 0 0 0 0 0 0 I- 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 L- G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 1613-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 ne 1.57 2.60. 0 0 0 0 0 0 0 0 1 12C-0sw 0.091 a 2.91 2.23 48 48 140 107 56 56 163 125 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 a 1.57 2.60 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.57 2.60 0 0 0 0 0 0 0 0 Vf/ 12C-0sw 0.091 s 2.91 2.23 0 0 0 0 72 72 210 161 G 2A-2om 0.540 s 17.28 24.69 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 ty/ G 2A-20m 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 s 1.57 2.60 0 0 0 0 0 0 0 0 W 168-19ad 0.049 sw 1.57 2.60 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.91 2.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 213- 2fm 0.540 w 17.28 49.51 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W 168-19ad 0.049 w 1.57 2.60 0 0 0 0 0 0 0 0 W 168-19ad 0.049 nw 1.57 2.60 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 24 24 20 33 63 63 52 87 F 2OP-13t 0.068 2.18 0.88 0 6 0 0 63 63 137 56 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-to 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 40 Envelope loss/gain 160 127 562 388 12 a) Infiltration 120 35 320 92 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 280 161 882 480 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 280 161 882 480 15 Ductloads 321% 420% 90 68 32% 1 42% 2841 204 Total room load 370 230 1166 684 Air required (cfm) 20 10 1 64 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigilt50ft` Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-15 07:40:1 4C Ag Page 11 troBayBGR\ Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W wrightsofir Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AlR.COM Job: Lot42Kensin gtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Mstr WIC 2 2 Exposed wall 8.5 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 7.0 x 8.5 It 5 Room area 59.5 ft2 Ty Construction U-value Or HTM Area (ft') Load Area Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+1 12C-0sw 0.091 n 2.91 2.23 0 0 0 0 L- 2A-2om 0.540 n 17.28 14.36 0 0 0 0 Val 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 G 2A-2om 0.540 n 0.00 0.00 0 0 0 0 11 W 16B-19ad 0.049 n 1.57 2.60 0 0 0 0 W 16B-19ad 0.049 ne 1.57 2.60 0 0 0 0 12C- 0sw 0.091 a 2.91 2.23 0 0 0 0 2A- 2om 0.540 e 17.28 44.14 0 0 0 0 2A- 20m 0.540 e 17.28 44.14 0 0 0 0 13A- 2ocs 0.201 e 0.00 0.00 0 0 0 0 2A- 2om 0.540 e 0.00 0.00 0 0 0 0 2A- 2omd 0.620 e 0.00 0.00 0 0 0 0 W 16B-19ad 0.049 e 1.57 260 0 0 0 0 W 16B-19ad 0.049 se 1.57 2.60 0 0 0 0 W 12C-0sw 0.091 s 2.91 2.23 68 68 198 152 I-. G yJ 2A- 2om 13A- 2ocs 0. 540 6, 201 s s 17. 28 0. 00 24. 69 0. 00 0 0 0 0 0 0 0 0 T- C 2A-2om 0.540 s 0.00 0.00 0 0 0 0 W 16B-19ad 0.049 s 1.57 2.60 0 0 0 0 W 16B-19ad 0.049 sw 1.57 2.60 0 0 0 0 12C- 0sw 0.091 w 2.91 2.23 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 2A- 2om 0.540 w 17.28 44.14 0 0 0 0 2B- 2fm 0.540 w 17.28 49:51 0 0 0 0 2B- 2fm 0.540 w 17.28 49.51 0 0 0 0 13A- 20cs 0.201 w 0.00 0.00 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 2A- 2om 0.540 w 0.00 0.00 0 0 0 0 11DO 0.390 w 0.00 0.00 0 0 0 0 W 16B-19ad 0.049 w 1.57 2.60 0 0 0 0 W 166-19ad 0.049 nw 1.57 2.60 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 1 t DO 0.390 n 0.00 0.00 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 60 60 50 82 F 2OP-13t 0.068 2.18 0.88 7 7 15 6 F 2OP-13t 0.068 2.18 0.88 53 53 114 46 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 26 Envelope loss/gain 377 260 12 a) Infiltration 170 49 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 547 309 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 547 309 15 Duct loads 32 % 42% 176 131 Total room load 723 Al Air required (cfm) 40 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017- Dec-15 07:1 Right - Suite® Universal 2017 17.0.23 RSU23828 Paggee 12 troBayBGR\ Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W DIICt S stem Summary Job: LoMKensingtonReseru.. wrlghtsoft® y y Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, 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 0.245 in/100ft 0.245 in/100ft Actual air flow 780 cfm 780 cfm Total effective length (TEL) 139 ft r aa. %9` -- , ",.-s tea` -qau;.. , - -,. Supply Bran h;Detail eabl . Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk Din/Foyer/Liv h 4366 170 168 0.250 7.0 Ox0 VIFX 41.0 95.0 s13 Din/Foyer/Liv-A h 4366 170 168 0.245 7.0 Ox0 VIFX 43.9 95.0 st3 Dinette/Kitchen c 5461 205 241 0.258 9.0 Ox0 VIFX 39.7 92.0 st2 Family h 5667 220 196 0.291 8.0 Ox 0 VIFX 24.9 92.0 st2 Powder h 376 15 8 0.287 4.0 OXO VIFX 26.3 92.0 st2 a,Supp1YTrunkDetailTa61e } a - - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 440 445 0.258 566 12.0 0 x 0 VinlFlx st3 Peak AVF 340 335 0.245 623 10.0 0 x 0 VinlFlx r RefurnBranchDetailTableS 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 rb6 Ox 0 780 780 0 0 0 0 Ox 0 VIFx 2017-Dec-15 07:40:12 wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCK ... troBayBGR\Lot42KensingtonReserveEstroBay BGR.rup Calc = MJ8 Front Door faces: W Duct Sy stem Summary Job: LoWKensingtonReserv... wright.so't® Date: 8-30-11 Zone 2 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM r - sue:', ,^. :.. o • • ' ,,- . .'', .,' .` ems , - ;...:. For: RYAN HOMES 3640 CRAWLEY DOWN LOOP, APOPKA, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.285 in/100ft 947 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.285 in/100ft 947 cfm 119 ft L F' NA 5 a° SupplytBr¢anchDetailTable Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 h 1388 76 46 0.316 6.0 Ox0 VIFx 22.6 85.0 st1 Bdrm3 c 3677 146 158 0.296 7.0 Ox0 VIFx 30.0 85.0 st1 Bdrm4 c 3316 106 142 0.313 7.0 Ox0 VIFx 23.6 85.0 st1 Bthrm 1 c 113 4 5 0.462 4.0 Ox0 VIFx 3.5 70.0 Hall/Stairs c 248 9 11 0.447 4.0 Ox0 VIFx 6.0 70.0 Laundry c 881 3 38 0.318 4.0 Ox0 VIFx 21.9 85.0 st1 Loft h 4880 267 230 0.436 9.0 Ox0 VIFx 8.0 70.0 Mstr Bdrm c 4459 133 191 0.426 8.0 Ox 0 VIFx 9.9 70.0 Mstr Bthrm h 1458 80 68 0.297 5.0 Ox 0 VIFx 29.6 85.0 st1 Mstr WC h 370 20 10 0.285 4.0 Ox 0 VIFx 34.5 85.0 st1 Mstr WIG 1 h 1166 64 29 0.407 5.0 Ox0 VIFx 13.5 70.0 Mstr WIC 2 h 723 40 19 0.446 4.0 Ox 0 VIFx 6.2 70.0 g w ate. ,_ A=r a s ON Su I 'TrurrkMetail Table43.E bpp y - - Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 431 462 0.285 588 12.0 0 x 0 VinlFlx wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 ZtAi... troBay BGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W 2017- Dec-15 07:40:12 Page 2 J eturnBranch Det'a able a # 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 rb7 Ox 0 947 947 0 0 0 0 Ox 0 VIFx wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 ACCA...troBayBGR\Lot42KensingtonReserveEstroBayBGR.rup Calc = MJ8 Front Door faces: W 2017-Dec-15 07:40:12 Page 3 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form P405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 12/1/2017 9:15:59 AM Page 1 of 1 This Instrument Prepared by Joseph C. Russo, Esq. Joseph C. Russo P.A. 3708 West Euclid Ave. Tampa, FL 33629 Return to: Victoria K. Root NVR Settlement Services, Inc. 1409 Tech Blvd., Suite 202, Tampa, FL 33619 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it: Property Appraisers Parcel I.D. (Folio) Number(s): 27-26-04-701108-000140 File No.: 532-49573-17 SPECIAL WARRANTY DEED This Special Warranty Deed made the day of , 20 , by NVR, INC., a Virginia corporation, whose post office address is 4307 Vineland Road, Suite H-16, , Orlando, FL 32811, hereinafter called the Grantor, to Eyra Monique SANTIAGO-MATOS, Sole Owner whose post office address is 124 Whirlaway Drive, Davenport, FL, 33837, hereinafter called the Grantee, WITNESSETH: That Grantor, for and inconsideration of the sum of $10.00 Dollars, and other valuable considerations, receipt of which is hereby acknowledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, all that certain land situate in Polk County, Florida, viz: Lot 14 as shown on the Plat entitled "Champion's Reserve" and recorded in the Public Records of Polk County, Florida in Plat Book 160, pages 47-51. TOGETHER with all of the tenements; hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND Grantor hereby warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under the said Grantor, but against none other. Wherever used herein the terms "Grantor" and "Grantee" included all the parties to this instrument, and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporation.) IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized the day and year first above written. NVR, Inc., a Virginia corporation By: Name: Nick Gargasz Title: Vice President Signed, sealed and delivered in the presence of: Witness Signature: Witness Printed Name: Witness Signature: Witness Printed Name: STATE OF FLORIDA COUNTY OF ORANGE The foregoing Instrument was acknowledged before me this day of , 20 , by Nick Gargasz, who is the Vice President of NVR, Inc., a Virginia corporation, on behalf of the corporation. He is personally known to me or has produced a driver's license(s) as identification. Printed Name: NOTARY PUBLIC Serial No.: My Commission expires: Roland, Kristin From: Rodriguez-Maysonet, Joan Sent: Thursday, February 8, 2018 8:18 AM To: Roland, Kristin; Fowler, Meagan Cc: Gomez, Renee Subject: Deed for the week of 02/11/18 Attachments: FL2897 CUI Deed.pdf, FL4527 AGUEDA Deed.pdf; FL2567 JEAN Deed.pdf; FL3257 SALAMO Deed.pdf, FL2967 Rose - Deed.pdf, FL3417 ADAMS Deed.pdf, FL3367 SANTIAGO Deed.pdf Deed for the week of 02/11/18. Sincerely, Joan I. Rodriguez Maysonet Settlement Processor YO HABLO ESPAC40L P: 407-692-9837 F: 813-739-7461 jrodrigu@nvrinc.com NVR Settlement Services 1409 Tech Blvd, Suite 202 Tampa, FL 33619 FY---------------- - - - - - - - - - - - - - - — - M II II II II I I Transer ducts/grills sized in compliance I I with Florida Residential Building Code-M1602.4 I I I I balanced return air. EXTENDED LANAI I I I I EXCEPTIONS 1-3 e'-4' CLs. I I I I NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED I I II 1 INCH UNDERCUT ON DOORS TO HABITAL ROOMS II 2)25-SW II 6000 SCD.—-----—— — — — II II it II DINETTE II W-4' CLC. II II II 24J2W7. II 10x1 FAMILY RM, 5'-4' 0 G 14x8 lwcd 195 1 I . II II II 12x6 1wcd I I 1 I I 7- --- II I I II I I e'-4- CL G II DINING I I 7- LIVING ROOM 9-4' CLC. ------ I I p I I I I I I 0 1-CAR 14 —1AM M..GA ULx I / 6X20rag LJ 3" bath duct to roof cap 12x6 1wcd I I FOYE y w/fan 165 ; Nutone 696RNB II II 2-CAR GARAGE I TEMP. I e'-41 CLG. 2) 26-5F1 ILV l6kQ'xi6' M T¢.ws' scale 1 8•-1•D• 2.0 TON W/5KW 0240V 1PH4BV" 18x10 plen2-' 9' PParm Y bldr I I I I I I L — J OR Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v o_ N N O S S W m ry Z D Y N Q w LU N Q O O p Q0 N LLJ ry lW C ) W r CW Q z G m 0O O 0 ry z z0= INW D ly_ W -4- Y 00 W Rating z m LU > m z o z w J O m 0-__-I L7 Q C) C) 2.b ]ION W/OKW Q140V 1YH 18x10 plan platform by bldr Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. z n O_ N w w N 0 N LIJ ry W V) W ry W< Em z O O n z Q Z0 Un W NWro= S00 W Rating z V) m w > z Q - m Q 1 O D Q m J U) C) C) 64-v RECORD COPY L r t%Z Sm 10 3 3 LAW 0/0 34 3 NF 20 0 RTME` 1.8- .1-722 0 I I _ yr r DESCRIPTION AS FURNISHED Lot 42, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR /. CERTIFIED TO: Ryan Homes/NVR Inc. LOT 29, LOT 30 I S 00'19'09" E 62.50' Wx LOT 42I 28.50' 38,80' I- I 27.0' 0 EXTENDED LANAI 15.00' 30.0' ,NO 0 0 0 W 10.0 o od v PROPOSED RESIDENCE MODEL: ESTERO BAY LOT 41 ELEV,B 2CAR GARAGE RIGHT CONC PAD mO O y 0 5 7' ENTRY 15.00, 13.7' N 6.7' o 20.7' I WALK DRIVE 132.20' I Ok to construct single family home with setbacks and impervious area shown on plan. CS+eV-0 &4I RP1-7Z2 l._ n; l ,' n '' lJ lIJ '- D AT i" t . is 7. 50' E 7. 50' W O LOT 43 00 4. 00, p 7. 50' 25. 20' ds I 10' UTIL. ESMT. P.C. OF P6' LOT 48 o 4' CONC WALK .S' 00019 09' E (B.B.) 352.44' 7 62.50' CORB— CRA IVIEY -0 XY L OOP 50' PRIVATE R/W ) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY CUILUING ;it I tJAGKS: AS FURNISHED„ PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR REAR = 20' = 1f= PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,661t SQUARE FEET OR 37.0% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A y Q05 LOT CONTAINS 7,187t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 27.7' QQ LIVING AREA CONTAINS 1,793t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/ LANAI/PORCH CONTAINS 868t SQUARE FEET SIDE STREET = 25' CR. USEYVff T:YER-AS"COTT & ASSOC, LIVC - LAND SIURVLI-YOR,S' LEGEND - LEGEND - P " PLAT P.D.L. • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658--1436 F = FIELD TYP. TYPICAL NOTES: - IP. = IRON PIPE PCr_R.0 = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CH • IRON ROD PAL. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORSAND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. = CONCRETE MONUMENT RFD. = RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED S SET4R. = 1/2' I.R. /NCB 4596 N.R. NON -RADIAL EAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PUB. a POINT OF BEGINNING CALL: = CALCULATED - OR EASEMENTS THAT AFFECT THIS PROPERTY. P. D.Q PONT OF COMHENCEKENT PRM + PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N = CENTERLINE FF. + FINISHED FLOSETBACK ELEVATION5. THIS SURVEY IS PREPAREO FOR THE SOLE BENEFIT OF 7HOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ = NAIL L DISK BM BUILDING SETBACK LINE R/ V RIGHT-OF-WAY D.M. •BENCHMARK 6. DIMENSIONS SHOWN FUN THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.B. - BASE" BEARING 7. BEARINGS, -ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIN. DRAINAGE 5. ELEVATIONS. IF SHOWN, ARE BASED OTNATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. =UTILITYCLFC. CHAIN LINK FENCE - 9:- CERTIFICATE Of AUTHORIZA7)ON No, 4596. VD.FC. = WOOD FENCE C/D + CONCRETE BLOCK--___--__• P.C. POINT OF CURVATURE SCALE T- 1" a 2O'--1 DRAWN BY. MLT P.T. POINT OF TANGENCY DATE ORDER No. . DESC. DESCRIPTION CERTIFIED U.Y. R = RADIUS L • ARC LENGTH PLOT PLAN 1 1-27-17 5233-17 D = DELTA _ C = CHORD C.S. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM IES! GRUS MEYER L.S. 4714 ZONE "X" MAP j 12117CO09OF (09-28-07) W. SC TT, R.LS 1 4801 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com p 1'' RUSS at .;. , yEv.4 N a to n E _. , BUILDER: PROJECT: COUNTY: RYAN HOMES KENSINGTON RESERVE SEMINOLE LOT/BLK/MODEL: LOT:42 / MODEL:ESTERO BAY 2 / ELEV:B / GAR R JOB#: 70417 MASTER#: WRCEB2BLM OPTIONS: EXT LANAI, MASTER TRAY RE: Job WRCEB2BLM Site Information: Customer Info: RYAN HOMES Project Name: design values are in accordance with ANSI/TPI 1-2007 section 6.3 russ designs rely on lumber values established by others. A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Lot/Block: Model: ESTERO BAY v2 "B" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -76 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0210145 A01GT 115118 13 A0210157 B02E 115/18 25 A0210169 E02 115/18 2 A0210146 A02 1/5/18 14 A0210158 B03 1/5118 26 A0210170 E03E 115118 3 A0210147 A02T 1/5/18 15 A0210159 B04 1/5118 27 A0210172 FG4 1/5118 4 A0210148 A03 115118 16 A0210160 C01 E 115118 28 A0210171 FG10 115/18 5 A0210149 A03T 115/18 17 A0210161 CO2 115/18 29 A0210173 FL01 115/18 6 A0210150 A04 1/5/18 18 A0210162 CA 1/5/18 30 A0210174 FL02 115/18 7 A0210151 A05 1/5/18 19 A0210163 CA L 1/5/18 31 A0210175 FL03G 1618 8 A0210152 A06 1/5118 20 A0210164 CJ3 1/5118 32 A0210176 FL04 115/18 9 A0210153 A07 115/18 21 A0210165 CJ3L 115118 33 A0210177 FL05 1/5118 10 A0210154 A08 115/18 22 A0210166 CJ5 115/18 34 A0210178 FL05G 1/5118 11 A0210155 Al2G 1/5/18 23 A0210167 D03E 115118 35 A0210179 FL06 115118 12 A0210156 A13 1/5/18 24 A0210168 D04 1/5118 36 A0210180 F.L07G 115/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision Dasea on the parameiers prowaeo by H-i Rum i ruses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSIrrPI-1 Sec. 2. The Truss Design Drawing(s)(fDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. T engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 A-1 ROOFAjo'TRUSSES. A FLORIDA CORPORATION RE: Job WRCEB2BLM No. Seal # Truss Name Date 37 A0210181 FL08 115/18 38 A0210182 FL09G 1/5/18 39 A0210183 FL10 1/5/18 40 A0210185 FL12 1/5/18 41 A0210186 FL13 1/5/18 42 A0210187 FL14 1/5118 43 A0210188 FL15GE 1/5/18 44 A0210189 FL16G 1/5/18 45 A0210190 FL16GE 1/5/18 46 A0210191 HJ5L 1/5/18 47 A0210192 HJ7 1/5/18 48 A0210193 J5 1/5/18 49 A0210194 J5L 1/5/18 50 A0210195 J7 1/5/18 51 A0210196 J7T 1/5/18 52 A0210197 L01 G 1/5/18 53 A0210198 L02 1/5/18 54 A0210199 L03 1/5/18 55 A0210200 MG5A 1/5/18 56 A0210201 MG513 1/5/18 57 A0210202 VM2 1/5/18 58 A0210203 VM4 1/5/18 59 STDL01 STD. DETAIL 115/18 60 STDL02 STD. DETAIL 1/5/18 61 STDL03 STD. DETAIL 1/5/18 62 STDL04 STD. DETAIL 115/18 63 STDL05 STD. DETAIL 1/5/18 64 STDL06 STD. DETAIL 115/18 65 STDL07 STD. DETAIL 115/18 66 STDL08 STD. DETAIL 1/5/18 67 STDL09 STD. DETAIL 1/5/18 68 STDL10 STD. DETAIL 1/5/18 69 STDL11 STD. DETAIL 115/18 70 STDL12 STD. DETAIL 115/18 71 STDL13 STD. DETAIL 115/18 72 STDL14 STD. DETAIL 115/18 73 STDL15 STD. DETAIL 115/18 74 STDL16 STD. DETAIL 115/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. I Seal # I Truss Name Date Page 2 of 2 IL Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 A0210145 WRCEB2BLM A01GT Hip Girder 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:36 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-Fe9W_6iH?if1LXD?BpOtvDCJ5JmDTVJ bmXpKvzyS5z 0- 2 4-1-9 6-11 4 9-9 4 13-11-9 18-9-11 23-6-0 32-11-4 35 8-15 39-10-8 0-1 4-1-9 2-9-11 2-10-0 4-2-5 4-10-1 4-8-5 9-5-4 2-9-11 4-1-9 0-1 Dead Load Defl. = 112 in 6x8 = 2,4 II 3x4 = 3x = 3; = 2x4 11 3x6 6x6 J 6 0 12 7 10 11 1.5x4 O 1.Sx4 13 Sx8 i 4 5x8 J o 3 W8 14 e 1 2 5 22 15161.= 46 47 24 48 49 rE235051 l 28 2726 3x4 = 1.5x4 II 21 20 52 53 1954 18 55 17 4x12 II 4x10 = 2x4 II 3x4 11 5x8 = 4x6 = 3x4 4x12 II 8x8 = 5x10 MT20HS= 6-11 9-9 4 13-11-9 18-9-11 23-3 4 28-2-10 32-11 4 39-10-8 6-11-4 2-10-0 4-2-5 4-10-1 4-5-9 4-11 6 4-8-10 6-11 4 Plate Offsets (X Y) 2:0 8 7 Edge] [5'0 6 0 0-2-8] 12 0-1-12 0-1-12] [15:0-8-7 Edge] [19:04-0 0-2-4] [22'04-0 0-3-0] [25:0-2-8 0-3-12] [27:0-2-0,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.50 22-23 962 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 22-23 471 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.31 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.46 22-23 999 240 Weight: 485 lb FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.3, 64: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8: 2x4 SP No.2 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 25-27, 20-22 REACTIONS. (lb/size) 2 = 3225/0-2-12 (min. 0-1-14) 15 = 3207/0-2-12 (min.0-1-14) Max Horz 2 = 78(LC 25) Max Uplift 2 = 704(LC 5) 15 = 691(LC 4) Max Grav 2 = 3225(LC 1) 15 3207(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-5026/1145, 4-5=-5234/1197, 5-6=-7591/1675, 6-37=-7705/1699, 37-38=-7705/1699, 7-38=-7705/1699, 7-39=-9985/2091, 39-40=-9985/2091, 8-40=-9985/2091, 8-9=-10493/2129, 9-41=-10493/2129,10-41=-10493/2129, 10-42=-10372/2109, 42-43=-10372/2109, 11-43=-10372/2109, 11-44=-6838/1449, 44-45=-6838/1449, 12-45=-6838/1449, 12-13=-5223/1178,13-14=-5005/1123, 14-15=-203/255 BOT CHORD BOT CHORD 2-28=-957/4182, 27-28=-115/420, 25-27=-28/290, 6-25=-348/144, 25-46=-2016/9985, 46-47=-2016/9985, 24-47=-2016/9985, 24-48=-2156/10925, 48-49=-2156/10925, 23-49=-2156/10925, 23-50=-2156/10925, 50-51=-2156/10925, 22-51 =-2156/10925,10-22=-533/190, 20-52=-83/591, 52-53=-83/591, 19-53=-83/591, 19-54=-959/4729, 18-54=-959/4729, 18-55=-959/4729, 17-55=-959/4729, 15-17=-877/4157 WEBS 5-28=-2555/523, 25-28=-1006/4714, 5-25=-1035/5215, 7-25=-2762/512, 7-24=-93/941, 8-24=-1155/211, 11-19=-3024/718, 12-19=-518/2879, 12-17=-329/130, 19-22=-1291/6468, 11-22=-830/4222, 8-23=0/485, 8-22=-545/133, 4-28=-204/852, 13-17=-210/882 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom choM live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 15. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 2 and 691 lb uplift at joint 15. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 160 lb up at 6-11-4, 122 lb down and 67 lb up at 9-0-0, 114 lb down and 47 lb up at 11-0-0, 114 lb down and 47 lb up at 13-0-0, 114 lb down and 47 lb up at 15-0-0, 114 lb down and 47 lb up at 17-0-0, 114 lb down and 47 lb up at 19-0-0, 114 Ito down and 47 lb up at 20-10-8, 114 lb down and 47 lb up at 22-10-8, 122 lb down and 67 lb up at 24-10-8, 122 lb down and 67 lb up at 26-10-8, 122 lb down and 67 lb up at 28-10-8, and 122 lb down and 67 lb up at 30-10-8, and 200 lb down and 160 lb up at 32-11-4 on top chord, and 260 lbdown and 153 lb up at 6-11-4, 88 lb down at 9-1-8, 98 lb down and 21 lb up at 11- 0-0, 98 lb down and 21 lb up at 13-0-0, 98 lb down and 21 lb up at 15-0-0, 98 lb down and 21 lb up at 17- 0-0, 98 lb down and 21 lb up at 19-0-0, 98 lb down and 21 lb up at 20-10-8, 98 lb down and 21 lb up at 22- 10-8, 88 lb down at 24-10-8, 88 lb down at 26- 10-8, 88 Ito down at 28-10-8, and 88 lb down at 30- 10-8, and 260 lb down and 153 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +'Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-60, 5-12=-60, 12-16=-60, 27-29=-20, 26- 27=-20, 22-25=-20, 20-21=-20, 20-33=-20 p 28=-957/4182, 27-28=-115/420, indicated. Concentrated Loads (lb) Continued on page 2 wadq- Fkesztlnmlleeerw.»tle'aria:"ImsS,'A.:l'",aEB3alIWSBJBm11uaS:JSum'tat"P 2ICB 9EPSYprWw.ardrte.'pm. wasad:nlretmdaslmstCrnpamay!IaE;md IBhnfl.Irekla:P..iettr5'in!1tlrt-kkssMeimrdd tltraCmh flilai. mads*Pldes sidlk r<. ah'aamktdd A les.enq Ery ..p.M.y FBprn tl telmmrrB3 gm-ul mtn@nx din {rat sixdegnniy mwa:Ribn tx'lt letiatlie smlk in iry din lk lUC Ii4 In agt pfine,,lmsiy sgi5..nk1:m Anthony T. Tombo III, P.E. W redlk .ins is an Mdme tlt tmsWlasdlku tra urge edsnagknm lwWry ,ufl wmtdis0.tllx fi!t W.d'IdytehMRl i. Ik RN Idfl Na pfieN dflt Fres maea,ry kdimt. slwrye ad leawai km+a md'ktlx tm`idrt/d 480083 tlsrsymd mm[ma Ow"BAin MIN wM panst. akP. WSRA-d eWfanoodr 1rvl4451 St. Lucie Blvd. etla`alt: mamdyB: xaBngeeaep+r.macydPrlres tdrw Fort Pierce, FL 34046 oPyrighd 2RliRIRaai linsses- hnihaoy i. tamha ill. i'.E Repeaiodian of this dorusswr in Bay f MJS Ptahihitnd wAhout'Aa wine. ptfnissioo ham 4-1 Raafftmsas Whany l.lamho Ill, P.E. Job Truss Truss Type QtY HOMES / ESTERO BAY v2WRCEB2BLMA01GTHipGirder PITYRYAN 1 A0210145 Reference (optional) G.,r r FUSSES, rur s rieEce, rL .rmavo, ue5ign@aliruss.com Run: 8.1zu s Nov 1 z zU1 t runt: 8.12U s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:36 2018 Page 2 ID:ta7uotTo57o0tNCWmTn2mQyhggX-Fe9W_6iH?if1 LXD?BpOtvDCJ5JmDTVJ_bmXpKvzyS5z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-153(F) 9=-114(F) 12=-153(F) 27=-60(F) 6=-122(F) 28=-259(F) 8=-1 14(F) 17=-259(F)23=-80(F) 37=-114(F) 38=-114(F) 39=-1 14(F) 40=-1 14(F) 41=-114(F)42=-122(F)43=-122(F)44=-122(F) 45=-1 22(F) 46=-80(F) 47=-80(F) 48=-80(F) 49=-80(F) 50=-80(F) 51=-80(F) 52=-60(F) 53=-60(F) 54=-60(F) 55=-60(F) amwy-Flmt tlauEkl.rtwa Ae'i.tlF'ss'UiS;'k 9';, afm3Al lt#18,.loFlF mS FS.FY tFf-rjYRm ii:E[4Y.k1'fa.. l.riryk'pq Hrcs eE rul urtsu.ds ir.sc Fe.ipp.r'my'fM mM tle mdluyCl I":;1E lde m t iaer lewe.st.&1 dr lu sMelume ib0,u1, lkitisaxEassldes skFkr#ir ds'FCak rdG. lsehmv Fn Esga ja*Eq- thud i6-r!wsmx;geaedmFsrrt m egnewq ,pr:kdo.h 9x ksyed.esyk lm;iq 4.e aelFFxM1 uert lX-L1 kip qmn, WauF.Neiu.soptl a. zt b.udh r.: m, dud"- lk q.Wdy d f.0 ,as F..A mw qed weak, F,p , 41e w,r dtk r,xr, w W. Wa;wq naal iF11a?qn 4 dik IFF sq W.e i d. i,ss.. i4 kukr. wq. w meaik ud!k.e pnmla,9 80083 Anthony T. III, P.E. BU083 ru; xiqosipaeatwoaw. tquf ..aaxtocw rmmsnr,dp d..sdwa dgcgr,.wfdeq ride mmmupµske lrr..dsw re rd.e.umw,d Piece. tniidan ns rtsp.stilaeswaiiesd kta., ORempknea inua dawn .sass 4451 St. Lucie Blvd. ede!mrufmNNliuoalgomqukul: rFpou-nskd In fro smu er[gsnls Y_t.e6.'N41 Mipn.0 1.n,<r:lu I, du. Is wq. Sn:gedtrd c. mr uodnei u.'FFI. oppight'72016 A-ihi.1 frosses - Am Ismy LTo.b.III, F.Lge.ro..dm..l thisd,smem. io ny form,is psmhrhded aithoof 16-iden Is"mstio. fr.m A I W- I'msses Whonyi.tanboilLP.E. Fort Pierce, FL 3494ii Job Truss Truss Type QtY Plv RYAN HOMES / ESTERO BAY v2 A0210146 WRCEB2BLM A02 Hip Truss 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:37 2018 Page 1 ID:ta7uotTo57o0tNCW mTn2mQyhggX-j6u BSjvmOouzhoBIWY6SQIVej7QC4k8gQH NsLzyS5y 0- 2 4-11-7 8-11 4 16-6-0 23-4-8 30-11-4 34-11-1 39-10-8 4 -11 0-1 4-11-7 3-11-13 7-6-12 6-10-9 7-6-12 3-11-13 4-ti-7 0-1 Dead Load Defl. = 7/16 in 5x6 = 3x4 = 3x6 — 3x4 5x6 = 5 7 R 4 3x8 — 4x6 = 3x4 = 4x6 = 1.8 = 4x12 II 4x12 II 8-11-4 19-11-4 30-11-4 39-10-8 8-11-4 11-0-0 11-0-0 8-11-4 Plate Offsets (X Y)— 2:0-8-7 Edge] [5:0-3-0 0-2-0] [9:0-3-0 0-2-01[12:0-8-7 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL. 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.34 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.75 16-18 639 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 16-18 999 240 Weight: 211 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except* T3,T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1659/0-2-12 (min. 0-1-15) 2 = 1659/0-2-12 (min. 0-1-15) Max Harz 2 = -97(LC 10) Max Uplift 12 =-434(LC 8) 2 =-434(LC 9) Max Grav 12 = 1659(LC 1) 2 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/306, 3-4=-2481/1720, 4-5=-2426/1680, 5-6=-2182/1604, 6-7=-3076/2151, 7-8=-3076/2151, 8-9=-2182/1604,9-10=-2426/1680, 10-11=-2481/1720, 11-12=-359/306 BOT CHORD 2-18=-1314/2080, 17-18=-1804/2995, 17-27=-1804/2995,27-28=-1804/2995, 16-28=-1804/2995, 16-29=-1805/2995, 29-30=-1805/2995, 15-30=-1805/2995, 14-15=-1805/2995, 12-14=-1319/2080 WEBS 5-18=-357/664, 6-18=-1065/711, WEBS 5-18=-357/664, 6-18=-1065/71 1, 6-16=0/278, 8-16=01278, 8-14=-1065/711, 9-14=-357/ 664 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 12 and 434 lb uplift at joint 2. LOAD CASE(S) Standard N,.iq flnvtl. xN!¢rn lie}11t1"tN;'k.%eENENN4I mISN JNmN'f.AON.tFi=113[NN;N:E[4N:kT 1... hnhkip w, r.e.Er.l.h.hsl.rsk pma.Ng;l}.IMlafsf 1. tahM FEA'r—a5.»M. Cxk a'ker..s!thl.Ne lC-0,.ly N,1:ar xe.lN., rsai.,:.tN»<'oear,a lr r a>o::[q r..`;Nor hN ,: n..dmst rep.m,mr<;n NrdNrrN,u E •I :;an;Nr tag syraix sotkr :Ep eanmr l6¢ldf, W.Inl. I. a,yr n..lry s.8u q:m s, N.naam Anthony T. Tombo III, P.E. dha1-1..sman- a, N. md'do.a ,NxO..r odl. dgw...eWN.la•siwr;u@ew 0aR m a,ar Wdeh.l's+i edtWIF. L Tk r-I0WlggRAI n rn,;-.MNigk,A.g: i s4NNea..l..:q:sN hNN pKiwimd -_ 80083 KrGNm}MT..!(W.J. 4451 St. Lucie Blvd. eq.m..tNNp+: onw•d In ...,Ngry 7phm m.kd. tRr,,,orsw[ga istlNrtz:NNNonig,a,.uas,sla l-Pnz!•r:9N1..uE,eleded:.xcce Ns avr ae.'nl. Fort Pierce, FL 34946 copyright 020144-1 loaf 1115-- 4u1hooy I. tamiu III, P.E. luprodurli moft4i, do wal. in uny for., 11 Pio4iFiledw11118ultho M. PermistW 110m4-I10o1lrNuat-Ant400y iJamlo111: P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 WRCEB2BLM A02T Hip 1 1 RYAN A0210147 Al Rnnf Tn F...1 Du..•e CI nn,oc Job Reference (optional) y, •• ull. o. ,emu a ivuv iz zu 1 r Prim: a. Izu s Nov 1z zul f MI I ex Inaustnes, Inc. Fn Jan 5 10:21:38 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-B 1 HGOokXXJwlbrNOJ E3L?eHgv6SIxTkH240wOnzyS5x0- 2 4-10-12 8-11 4 16 4-6 23-3 4 23 -0 30-11 4 34-11-1 39-10 0-1 4-10-12 4-0-8 7-5-2 6-10-14 0- -12 7-5-4 3-11-13 4-11-7 0-1 5x10 MTWHS m nn Fl—,- 1.5x4 11 4x6 = 4x6 = 5x8 = Q Dead Load Defl. = 3/8 in 8x8 = 1b - 14 4x12 II 5x6 = 3x4 11 3x3x4 = 3z6 = 4x12 II 5x8 = 4-10-12 8-11-4 -9 16:-6 23-3-4 23 -0 30-11-4 4-10-12 4-0-8 0-10-0 6-7-2 6-10-14 0- -12 7-5-4 Plate Offsets (X Y)— [2:0-8-7 Edgel [7:0-3-0 Edge]19.0-6-0 0-2-8) [12.0-8-7 Edge], (14:0-4-0 0 2-4) [18:0 2-4 0-4 Oi [20 0 2 4 0-4 Ol [' LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.86 WB 0.74 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.32 18-19 >999 360 Vert(CT) -0.67 18-19 >709 240 Horz(CT) 0.23 12 n/a n/a Wind(LL) 0.39 18-19 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except` B4: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. Except: 10-0-0 oc bracing: 20-22, 16-18 WEBS 1 Row at midpt 5-19, 8-19, 9-18, 14-18 Mi:Tek:recom:m:e1s thatStabilizerms REACTIONS. (lb/size) 2 = 1672/0-2-12 (min.0-2-0) 12 = 1666/0-2-12 (min. 0-1-15) Max Horz 2 = 97(LC 11) Max Uplift 2 = 427(LC 9) 12 = 430(LC 8) Max Grav 2 = 1672(LC 1) 12 = 1666(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2441/1636, 4-5=-3010/2010, 5-6=-3770/2572, 6-7=-3770/2573, 7-8=-3770/2573, 8-9=-3719/2568, 9-10=-2425/1675, 10-11=-2488/1715, 11-12=-360/237 BOT CHORD 2-23=-1261/2066, 19-20=-1522/2717, 18-19=-2197/3746, 12-14=-1315/2090, BOT CHORD 2-23=-1261/2066, 19-20=-1522/2717, 18-19=-2197/3746, 12-14=-1315/2090, 5-20=-148/415, 8-18=-509/461 WEBS 4-23=-592/446,4-20=-270/739, 5-19=-771/1294, 6-19=-457/468, 9-18=-1 132/1819, 9-14=-266/21 1, 14-18=-1107/1934, 20-23=-1169/1948 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 2 and 430 lb uplift at joint 12. LOAD CASE(S) Standard 39- PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 237 lb FT = 0% marry-H tlunrlll aeaae iiip IB< ,"1 I E%dAEI:7MSfi J%¢In %S'¢S'Oa"r"r".([a a;IESa:kriwa Fadf,%p. %eirwlvae 'h l apsiry¢ot sl Ip¢;aadp%%tRwrr l IaIN P. Ih SaYFdnex-Fel a'M, iva[k1 14 IM d( iat,%erd%n dluaaixY ¢¢rtk dd.l la s¢sEgmsa %. p. dry hy• q asy'6¢;opeN ma;oPgx:dRo pat a%d egmxiy %wsdNrfa ltl dgaW sa;o*on /q abt¢t dP nen tpl L aqa ai%a kaui afGw ,e,pe.mWnedR ,w*nu a. r. almao,¢ kc.«:aau.-KmM snlb„¢-gn,na. ua nat md.m.t n, wq,amrnl ns yr..dan. m¢a.Fr d., as i. WWq M% w;,n,. -k 'W:h1k.M-'W6'a Anthony T. Tombo III, P.E. He N:f141¢sguaa[%dr. AAM dNepzl¢C adSx NtC.kn u(rwi dlk lnldyF eed Sakry Maaofim KS{aa:hrMr':oN UL% ''call ia ard gavae. ittleefimi&rtsps Ylaas ml6lwsalkle,.0evaa.:.eu k,ip ypreamlrtssY h;ara Non =80083Zt %ge.ni6hMhaiaeianepoaryn .rvx War pa%and,a. ixrrb ¢%Iw Fysan%iJd%IXtliq o%slpa,auxs,.y,an Fryua dan, W:uy. .w:.leaew xi,a,mnadnd:rc. m.t 4451 St. Lucie Blvd. Fort Pierce, FL 34946CaRrrigAt4pl4AIRoaIT(aii?I-ALIGORY T. Tamia lll; t.E. R4 I0Yatila%]I7M1ti dOttlmhat.IRday farm, llpfaA!ttd2d WdllaY!'Ila Mfillaa'armliilaa b.A-I Roal Tltlii?I-AathaAyT. EamOa ill; i.E. Job Truss Truss Type Qty HOMES / ESTERO BAY v2 A0210148 WRCEB2BLM A63 Hip Truss 1 Ply 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:39 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-fDrfc8k9ld2bC?yasxaaXrgg9Wgdg1 hRHkmUwEzyS5w 0- 2 6-1-12 10-11 4 16-0-3 23-6-5 28-11 4 33-8-12 39-10-8 4 -11 1-0-1 6-1-12 4-9-7 5-5-0 7-2-1 5-5-0 4-9-7 6-1-12 1-0-1 3x4 = 5x6 = 4x6 = 5x6 = 3x4 = Dead Load Defl. = 114 in 14 4.1 = 3.4 = 3xa = 4x12 11 4x12 II 3x8 = 4x6 = 10-11 4 19-114 28-11-4 I 39-10-8 10-11-4 9-0-0 9-0-0 10-11-4 Plate Offsets (X Y)— [2:0-8-7 Edge] [5:0-3-00-2-0] [7:0-3-0Edge] [9:0-3-00-2-0] 12:0-8-7,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.32 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.59 16-18 814 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.31 16-18 999 240 Weight: 218 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3,T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1659/0- 2-12 (min. 0-1-15) 12 = 1659/0- 2-12 (min. 0-1-15) Max Horz 2 = 116(LC 10) Max Uplift 2 = 400(LC 12) 12 = 400(LC 13) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-481/ 155, 34=-2515/1774, 4-5=-2337/ 1662, 5-6=-2074/1586, 6-7=-2553/ 1888,7-8=-2553/1888, 8-9=-2074/ 1586,9-10=-2337/1662, 10-11=-2515/ 1774, 11-12=481/154 BOT CHORD 2- 18=-1 359/2131, 17-18=-1450/2496, 17-27=-1450/ 2496, 27-28=-1450/2496, 16-28=-1450/ 2496,16-29=-1450/2496, 29-30=-1450/ 2496, 15-30=-1450/2496, 14-15=-1450/ 2496, 12-14=-1363/2131 WEBS 4-18=- 130/ 301, 5-18=-424/710, WEBS 4-18=- 130/ 301,5-18=-424/710, 6-18=-736/ 495, 8-14=-736/495, 9-14=-424/ 710,10-14=-130/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at joint 12. LOAD CASE(S) Standard Iraekg-Fuu Matyrlr rt+er ke'1A 10;'Ms3!Si;Pi[r3A119kS 6;JkMII fS(BS'OYs'ICf:Y;Y[KSF[Grls:kr'ks. lenryteaip ienln,dred h,ssislmsle!ipGe+igilP:;WMWttry'I.Itsk lk;rt.le!ex,sf"enWrte.a pskcsrter•ne rAe/r Re li3.uh 161ak o.roayassknK. ulixa'ggk4nhl rstrmsMsi¢Fq niie,IW 7(tgenr;etttAwa(rOgrgse:ms eerrya impm:skpingsrgre:rnifikMkksigritks him,k lagelhEMr.+tnitli reasrye;rrytx,Nkalmleincsomuor AnthonyT. Tombo III, P.E. et+udu ns br an iMiy sanyMmu,de.n.,mo..d:,Am,ey+e.q<uwq k::p,.at wknaMnc nt RLwhkvl.iky,rle otrntlk gpmlakerw.e.t rrNx antt ::od.eog se.,rgs,.,aian.we ka.:m wrrKpnoama =80083 m kAlsimaferek (Mrb. tnMessnMu lgC sapx sesMrsn.s,atk wcy cre eM saq w.sk,;nsnratsktkt wsxr rt,na .awp:pw:t mlatn.s is 2y..ffiIke,wkM,aIr3,.o:sRrr, *t,s m,gt:y- tales, rake.«. wrss 4451 St. Lucie Blvd. an.wkfwgt:ttaatrod. rna.'"tTMgmlk I Im.lhWs' Mir Eq-ltNOT Mku"Ist"Pu_ I ,srsksfq-o' nh164, 0e9kr:Mxts..ettsddk .111. Fort Pierce, Fl 34946 AMhaoyLTamgolll,P.t. ttuoiasti—I this sl—t,ioony loan, is pohingeiwiihwlhetttiota germissiu I'mA-1 tool 6rssu- Amhooy T. lamho ill; P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 WRCEB2BLM A03T Hip 1 1 RYAN A0210149 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:40 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-7QP 1 pUln3xASg8XmQe5p43N?6w7bPMla WOV 1 TgzyS5v 4- 0-1 1167-2-10 23-6-06 24 343--98811 369-11-01-38 110 1-6-D- I10-4 36-3-1r4 12 5x6 = 1.5x4II 3x6 = 4x6 = 5x8 = Dead Load Defl. = 5/ 16 in 24 23 3x8 = 17 .. 15 18 4x12 11 5x6 = 3x4 11 2x4 11 3x6 = 402 II 5x8 = 5x8 = 10-114 410-12 9-6- 0 9-A-4 17-2-10 3-4 28-114 39-10-8 e 4-10.12 T- , 0- 6-3-6 6-0-10 5-8-0 10-114 1-2-0 Plate Offsets (X,Y)— 2:0-8-7,Edge], [6:0-3-00-2-0], [10:0-6-0 0-2-8], [13:0-8-7 Edge] 115:0-4-00-2-4] [19:0-2-4 0-4-0] [21:0-2-8 0-2-12] 124:0-3-00-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1. 25 TC 0.94 Vert(LL) 0.28 19-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.57 20-21 841 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.24 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix - MS Wind(LL) 0.34 19-20 999 240 Weight: 247 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 ' Except` T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B3,B4: 2x4 SP No.2, B2, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2- 0- 0, Right 2x8 SP No.2 2-0- 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1- 10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5- 15 oc bracing. Except: 10-0-0 oc bracing: 21- 23, 17-19 WEBS 1 Row at midpt 9-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1666/0-2- 12 (min. 0- 1-15) 13 = 1664/0-2-12 (min. 0- 1-15) Max Horz 2 =-116(LC 10) Max Uplift 2 =- 396(LC 12) 13 =- 397(LC 13) Max Grav 2 = 1666(LC 1) 13 = 1664(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 ( lb) or less except when shown. TOP CHORD 3-4=-2439/ 1667, 4- 5=-2943/ 2011, 5-6=-2969/2161, 6-7=-3068/ 2189, 7-8=-3068/2189, 8-9=-3068/ 2189, 9-10=-2986/2150, 10-11=-2343/ 1660, 11-12=-2521/1770,12-13=-468/ 109 BOT CHORD 2-24=-1289/2067, 20- 21 =-1 358/2446, 19-20=-1705/3005, 13-15=-1358/ 2139, BOT CHORD 2-24=-1289/2067, 20- 21 =- 1358/ 2446, 19-20=-1705/3005, 13-15=-1358/ 2139, 5-21=-289/326, 9-19=-471/ 385 WEBS 4-24=-532/428, 6-2 1 =- 484/652, 6-20=-488/901, 7-20=-409/ 417, 15-19=-1021/1946, 10-19=-806/ 1308, 10-15=-262/200, 21-24=-1203/ 1950, 4-21=-222/623, 11-15=-152/ 300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=150mph ( 3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5. Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its'center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2- 0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 13. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 2 and 397 lb uplift at joint 13. LOAD CASE(S) Standard tBuiiq-rleev ll« wdl.re.kr ne' b110: E ItNm Si EP ffl`i311W5Ft:mm CFS!JS'dNl'fU(f S(r4:6iEFid;Fr Me. Ircih eesrye 0«>Fan, ni rnl eatsn•as ln,s4,ip Artxy;lP')Wlkldlnr l.loeb ll.r.ten:n;e Skdknre «s. 4loss.7a'•ise mlN nde lbB. «!I adehtwM«liens sdl«esn for 3e?hCnk eaa_ A i .s Fv:n Eqr ... St«x!r &ri«+; Mesd w.,q'F"v epeudsn«:elneeeaa, ryort skod egk«rigregscakhi«k 4upd 4r;a*irt;tnwdnnelW h.n i81 r «sqe KSre kxerrWaius. sddluq Anthony T. Tombo III, P.E. ne «edw rusk wi 6akee M:nry, ik4gA4ed ,5ed.>T srdwen gea«Mi"nkrOn,go,n3e r«kndFn ,Or lx otRlM aildR ce&N1711 Gteery«ddM IFIW.r4a dpe i:ns.-uAnykv e MpnfoWlwnl k«- sN:kb esptidin/d a irNg4spra Weefa l9eent sd oAnikidC odlep« Fers nip du:droe 4dlaE leselLhn hbaaeoe Nf6N1Y•Li4f•WSKA snd«e«dpxa pnla:, 1nl iAxe:maynsiumn nE rrk,A4nr., oes a: in 4. In„amW,u,rdrss = 80063 rnn.not elpeE«an ' w:yeenen 4451 St. Lucie Blvd. q epnrnpoxkWµan nnirN. i«Erns 4saCy'seSs Fur ne txibyheslieu.«Lv,,Sr"Eery« dm Fait. dl rgMed pr{; «o«tdmtn Mi. Fort Pierce, FL 34946 gylightrD 2616 A4 Faaf vsses-InhooyL bxbo II01. lltlmdusaaxul this d-wt, ioeey firm, is pm6iwidwdho"I'.6.inen pelnissi" fim A -I Winsses detiony f.lan e Al; P.t. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210150 WRCEB2BLM A04 Hip Truss 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:41 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-bczPlgmPgEIJS16z_Mc2cGv9VKVf8ugkll Fa?6zys5u 1-0-12 5-4-2 12-11-4 19-11-4 26-11-4 34-0-6 39-10-8 4 -11 0-1 5-4-2 7-7-2 7-0-0 7-0-0 7-7-2 5 4-2 -0-1 5x6 \\ 1.5x4 II 5x6 // Dead Load Defl. = 318 in t4 3x4 = 46 = 3x8 — 4x6 = 3x4 = 412 11 4x72 II 9-2-6 19-11-4 30-8-2 39-10-8 LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.46 14-16 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.83 14-16 576 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 14-16 999 240 Weight: 218 lb FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-8 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 = 1659/0-2-12 (min. 0-1-15) 10 = 1659/0-2-12 (min.0-1-15) Max Horz 2 = 135(LC 10) Max Uplift 2 _ 422(LC 12) 10 = 422(LC 13) Max Grav 2 = 1659(LC 1) 10 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/367, 3-4=-2557/1845, 4-5=-2380/1714, 5-6=-2295/1769, 6-7=-2295/1769, 7-8=-2380/1714, 8-9=-2557/1845, 9-10=-339/367 BOT CHORD 2-16=-1447/2179,16-25=-1067/1936, 15-25=-106711936, 15-26=-1067/1936, 14-26=-1067/1936,14-27=-1068/1936, 13-27=-106811936, 13-28=-1068/1936, 12-28=-1068/1936,10-12=-1451/2179 WEBS 4-16=-177/416, 5-16=-139/386, 5-14=-243/622, 6-14=-457/438, 7-14=-243/622, 7-12=-139/386, WEBS 4-16=-177/416, 5-16=-139/386, 5-14=-243/622, 6-14=-457/438, 7-14=-243/622, 7-12=-139/386, 8-12=-177/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 2 and 422 lb uplift at joint 10. LOAD CASE(S) Standard tMcTig FoaselM.¢h rznn Gx'a 1Iq;E.!eS;S?Ifiy 51.3At INI56tarwnaS(JS?UMiRAr:Y;,l(CGi6tfbeYEYr M..trcf/ksipµt.d.sd,.lwh,..is loss EeripbrFvsq!IP'; sdpe kdrry l.fmhiB.t.ldamrik+!tdee ns. Celrssdn.inr Ma,q<IPA. edf iN.—W.ok"Wlnu.Mkt'm.krdd.ss tTrns Din, Eq..ju,SW* E9.W,1n,ed..T6,W_,Ms.trap:.. dlk FthsskW gemay.gterymdap Irk ksytda.. setle IniNss*toc t?, min TM 1. Txkgt "p b.da Was- 'nftun Anthony T. Tombo III, P.E. Dined tk, 5en 1... Mau At ynsia lAld6t O..n,k q.te etlmsn grdxMkltig brme.k&sideddYt Ot, Re lC tdb lad bil/ig stk ollF[t. Ere r•d dfie l tef.ffidi dtlr Fttt:ed6y6n ly. hge.sMl ti Maas sin kY eyasiiAfid = 80083 1hU*hsugw«tm.tmt setdtt seu.+. eetoemr: psednmp ttdretd ttwel sesn w.a. stviru:kekrn trsm trdFalar LtdWit. mTi tn4t.tyntalw.,mm:sar,:Tn .'t:n ongt atwr<ed ttt,u,adtty: an, 4451 St. Lucie Blvd. i.tthdktt"..pw4. knnia s}tN wt. anon.Ii. Ms,"Eq-h UT da kdy Gsirt._.15snkaEq- d tg ldxq n;gdrd m.s., asddti.ma Fort Pierce, FL 34946 opyrighl lG lRI6 A -I Raul Lrssas Antho.y T.Tamb.110.E. Reprdossian althis dornm.atrio.nyf.lm,is pt.hibitadwBhm th—inop"issioa h.m4-1 NIT ... as- Amhuy T. Tomb. AI; P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY v2 WRCEB2BLM A05 Hip Truss 2 1 RYAN A0210151 Job Reference (optional) nun. o. — 5 ivuv - cu I r —in. 0. 1ZU 5 INOv IL ZU If MI IeK meusmes, Inc. t-r4Jan 0 1U:Z1:42 ZUIt$ rage I ID:ta7uotTo57oOtNCWmTn2mQyhggX-4oXnEAnlbYQA4Sh9Y37H9USNfkrNtLNtzh SXZzyS5t 0- 2 7-3-13 14-11-4 19-11-4 24-11-4 32-6-11 39-10-8 4 -11 4 1-0- 2 7-3-13 7-7-7 5-0-0 5_ 7_ 7-7-7 7-3-13 1-0- 2 6.00 12 5x6 = 1.5x4 11 5x6 = 7 0 Dead Load Defl. = 5/16 in 16 4x12 II 3x6 = 3x8 = 3x4 = 4x12 11 3x4 = 3x6 = 19-11-4 0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.41 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.70 16-18 684 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.19 12 n/a nla BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 16-18 999 240 Weight: 224 lb FT = 0%. LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2, T1: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS 1 Row at midpt 7-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 12 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 155(LC 10) Max Uplift 2 = 441 (LC 12) 12 = 441(LC 13) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/148, 3-4=-2558/1840, 4-5=-2346/1749, 5-6=-2261/1773, 6-7=-2011/1628, 7-8=-2011/1628, 8-9=-2261/1773, 9-10=-2346/1749, 10-11 =-2558/1840, 11-12=-389/148 BOT CHORD 2-18=-141912182, .17-18=-959/ 1827, 17-27=-959/1827, 27-28=- 959/1827, 16-28=-959/1827, 16-29=- 960/1827, 29-30=-960/1827,15-30=- 960/1827, BOT CHORD 2-18=-141912182, 17- 18=-959/ 1827, 17-27=-959/1827, 27-28=- 959/1827, 16-28=-959/1827, 16-29=- 960/1827, 29-30=-960/1827,15-30=- 960/1827, 14-15=-960/1827,12-14=- 1422/2182 WEBS 4-18=-303/521, 6- 18=- 305/471, 6-16=-156/465, 7-16=- 295/260, 8-16=-156/465, 8-14=- 305/471, 10-14=-303/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt= 150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL= 5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection ( by others) of truss to bearing plate at joint(s) 2, 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 2 and 441 lb uplift at joint 12. LOAD CASE(S) Standard Zt.adp- Fba hrtdeti q: AIID4: Fp: S3;'kfin`iE[3At iFU15a{O.mllEm (7S':OYi W};t^i([6 fDW{Xf be.{ad:avp N:mslntdeed wgtw5t Iwst CesipAtrgilPt; Wilk Idly I. Isak A:.11hf.-U''kft— kkts M-m s!dNwge ISD, wh Miisie0atkt ddn skdk.dia dA iDCgkeid AselmsD:sx. [yia :.de;Idq fgnr b: sedwaarP41gre:miswaxpwgdlkplq dwleggxq-pN id.faegc hsgldlk saki tepadw iDD hwl lfl l.r kyl naeyMes,lsogy wekw saq;uy Anthony T. Tombo III, P.E. d ntdd insla an 6Jaw MPm64'rd&O.ea,e.c—,"IAw.w4ada M{nNki De•ipn, u'Ae udendge ll.,q<Ix dlY lad !Byeded PI 1. Ih yps•d dqr lDadey frcid dde rral.'xdwiy krAsa kp-sWnewd kaal ud.klk ywsidh;d '1 80083 Ik le:llgDsipu ae[daJa Aq ed ssnMkq:iDC ldNe peCeesd.uli.esdtkkiA'y{ap.wl Lkq ld..lew KSFl p1e!k1i,r.w1 SS.f cnda.NMpad pikae. lPFlaefileske reyw:,kuks al kaesdlkhta ksipa.:.Isu k.ip igwesdtwssgwdl.lwa odrt! 4451 St. Lucie Blvd. Nle vb:ddNl;wdsd epaeya vmwlylaµpes gedrN. ikln,Dn!a kryex is[.I tk MIlarksipm.egns.rms Fyeaadm,le!ggI. SII .deN ina; giw9lbtNkilFi. rOft Pierce, FL 34946 yylig6i0201i 4- I 1.41 hessn- Amboy 1. lamb. IA, P.I. Rsplad.niae al this daumea, iaeay Imm, is p bibned'ahboul "be in. P—h'l.. ft.. 41 loaf L.sses Actbo.y 1. iamh..II. P.I. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY v2 A0210152 WRCEB2BLM A06 Hip Truss 2 1 RYAN Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:42 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-4oXnEAnl bYQA4Sh9Y37H9USKwks9tlRtzh_8XZzySSt 0- 2 5 4-2 12-2-5 16-11 4 22-11-4 27-8-3 34-6-6 39-10-8 4 -11 4 1-0- 2 5 4-2 6-10-3 4-8-15 6-0-0 4-8-15 6-10-3 5 4-2 1-042 402 II 9-2-5 6.00 12 3x4 = 46 = 5x6 = 5x6 = Sx10 = 4x6 = 3x4 = 30-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.44 15-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.80 15-17 595 240 BCLL 0.0 Rep Stress Incr YES WB 0,70 Horz(CT) 0.17 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 17-19 999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 1 Row at midpt 6-17, 9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 13 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 174(LC 10) Max Uplift 2 = 459(LC 12) 13 = 459(LC 13) Max Grav 2 = 1659(LC 1) 13 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/354, 34=-2540/1853, 4-5=-2382/1737, 5-6=-2283/1755, 6-7=-1835/1489, 7-8=-1732/1510, 8-9=-1835/1489, 9-10=-2283/1755, 10-11=-2382/1737,11-12=-2540/1853, 12-13=-359/354 BOT CHORD 2-19=-1444/2153, 19-28=-1170/1995, 18-28=-1170/1995, 18-29=-1170/1995, 17-29=-1170/1995, 17-30=-1171/1995, 16-30=-1171/1995,16-31=-1171/1995, 15-31=-1171/1995,13-15=-1448/2153 BOT CHORD 2-19=-1444/2153, 19-28=-1170/1995, 18-28=-1170/1995, 18-29=-1170/1995, 17-29=-1170/1995, 17-30=-1171/1995, 16-30=-1171/1995, 16-31=-1171/1995, 15-31=-1171/1995, 13-15=-1448/2153 WEBS 7-17=-383/576, 8-17=-383/576, 6-17=-605/620, 9-17=-605/619, 6-19=-71/353, 4-19=-127/325, 9-15=-71/353,11-15=-127/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 13. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 lb uplift at joint 2 and 459 lb uplift at joint 13. LOAD CASE(S) Standard i Dead Load Defl. = 3I8 in 402 11 PLATES GRIP MT20 244/190 Weight: 235 lb FT = 0% pasty-flau gmpelr re.w.l e'A 1IOr:E?1658;'SE EP eEt3ll IEIM3 6 [i1k61i1 11s!hSrOYr{YI;r'; 1(CIPYtE06Y:YT kn fa"rftkarys p eann+ei rnl xR+a rigs frzss CesgsOrt+st ml; eodM (tliol' L Nz1+Ih, rE. te(nna Sietlelrte w. d.hts Nniiu+nlel m Ae lCB, uIr Nt¢4e e0a dras sxNN[sNmmtce4krda. Asrlrnsomz Fgvea tl.e..!n:i+hfpucer>.msaimaq r6 rpmmr.a;pmxeampdnsixa espox+iyi:pm:liktitah[lrsgedme cask iia;kriaeeJmEk lBBnli,aaa lfl i. r'mk yrnnaaas,Wifp uNGiss„sawiiR. Anthony T. Tombo III, P.E. sN.sman;r s,sMan N ae m y«rmilala6+n..n,a C.sn ammN geaa ne MNy OnipM.ate uam dtN O(.N p(sNAloel se:lagnkNrfll hypnaane mhae ay fdl s+am Enss, isdsigfw . qe kAa7kmaa kaaetN.k4iipes(a ? 80683 tl.trOssper«(moda_suma aw.mlhe al p<pMxm m/puhmsaneNdla{4sshglrmmlxs0pet.Neq E,amsci area iia apa.i ina e+r rs o npm,a.lmr+mrer:a lnse.7++ss er,ys Eyasm«I,F:r rr.mE.a,rm 4451St. Lucie Blvd. eM1ann atdN r:a1 prat p p hart Yr al /sNs ma+N. Tm i n ks a G{ra b mt n, ianiq Anipn.a Lns Nam Etyma d m kulq iC;getlaN xs; ai m 9anN a vm I Fort Pierce, FL 34946 opyrilht 0 204 AT toot Tiosses- Anfhooy T. Tombo ill; P.E. Aeprduniso of this dmomom, ioony form, is piobi6ited whhounh. wrintn pormissioohom 4-1 loot insses- Amhnop T. Tomho III. F.I. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM A07 Common Truss 2 1. A0210153 Job Reference (optional) r 1 Ruul I hisses, ron Pierce, rL .vravo, aeslgnLarrruss.com stun: t1.120 s Nov 12 2D17 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:43 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-Y?49SVngMsY1 hcGL5neWhh?Vi7BQcphOCLkh3?zyS5s 20-11-4 1<-0-J2 5-4-2 12-2-7 18-11-0 1-1 -4 I 27-8-1 34-6-6 39-10-8- 4Q-11,-4 t-0-12 5-4-2 6-10-5 ' 6-8-13 1-0-Dp 6-8-13 6-10-5 5-4-2 1-0- 2 3x6 II 4x6 1\ Dead Load Defl. = 3/8 in 6.00 12 4x6 /I 93 060 1 0 15 cv c. ,. — 18 J1 11 3L 10 4x12 II 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 402 II 9-2-5 19-11-4 30 8-4 39-10-8 9-2-5 10-9-0 10-8-15 9-2-5 Plate Offsets (X Y)— 2:0-8-7 Edge] [5:0-3-0 Edgej [7:0-2-15 Edge] [9 0-2-15 Edge](11 0-3-0 Edgej (14 0-8-7 Edqe] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.45 18-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.83 18-20 575 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.17 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 18-20 999 240 Weight: 222 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP. M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 1 Row at midpt 8-18, 10-18, 6-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 14 = 1659/0-2-12 (min.0-1-15) Max Horz 2 = 193(LC 10) Max Uplift 2 = 474(LC 12) 14 = 474(LC 13) Max Grav 2 = 1659(LC 1) 14 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/355, 3-4=-2536/1866, 4-5=-2383/1759, 5-6=-2284/1777, 6-7=-1823/1504,9-10=-1823/1504, 10-11=-2284/1777, 11-12=-2383/1759, 12-13=-2536/1866, 13-14=-365/355, 7-8=-1537/1445, 8-9=-1537/1445 BOT CHORD 2-20=-1453/2161,20-29=-1202/2004, 19-29=-1202/2004, 19-30=-1202/2004, 18-30=-1202/2004,18-31=-1203/2002, 17-31=-1203/2002,17-32=-1203/2002, BOT CHORD 2-20=-1453/2161, 20-29=-1202/2004, 19-29=-1202/2004,19-30=-1202/2004, 18-30=-1202/2004, 18-31=-1203/2002, 17-31=-1203/2002, 17-32=-1203/2002, 16-32=-1203/2002, 14-16=-1457/2148 WEBS 8-18=-827/1144, 10-18=-657/694, 10-16=-57/354,12-16=-115/302, 6-18=-657/694, 6-20=-57/354, 4-20=-115/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0 psf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 14. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 2 and 474 lb uplift at joint 14. LOAD CASE(S) Standard nuy-Hteo*.Mkh, retln ee'A IIOCi?IIS53;'k19 ;;F {1I'miMins(D3':DMi ORT1ll[6tifDW'.ti hrs. IeNr b.si 1 Ms dreN PiesrSit I:nt kip D!tvq;IDC;MMIdpq I.fabIk-r-M5nwr fiM4drt ne. DeNn dM+ne AdelrIII Tn. pq f6teic® edr}Wststk lMll'DCsekldd.l 1,Dew Egeae-.Sp, EEQ>rr MsdpryRa lglesaeaecgerldel Neh:sixle Sxreyimpx;ddet ls'k esyadeesgkrrt /gvlyualDUngm i8i ra;ire "vas, IlinwiSelt. tdblint Anthony T. Tombo III, P.E. ednedbnntb.nd Ile irs'Mde.D ,k D.x's edlnil qR S ledliK Dniwet, ie dr rrkA dee 0.,et lx rlMMd brlFyn6 r/IMi Da gpnd der lDlMrlfidisud Mlnt;bMAigsinge, ieAe Meew Mwsw.kde /reseAD7d t 80083 Gleilblo•yar re leekcln. AA eeh sd ldelkiDCMMpecan rlpl deeWdal(e.}r lSdeh Mx dw{tSh/dt:klhl rl SCh re!datcdwilaxd p xe ltFllefixseerz seaiprs lel6Aiesdeel s0 Ie- m6dIRlltlixaenepripae !mah, OR Inn e»IrN. Iry ir,. Aesye lybea is l:.l et Rnll ksi ]rots StEe er" sReA.' iees te: p:eyineeed lnst uvdemrx. nest 4451 St. Lucie Blvd. iq Ile,. pradmhDitg.:D alakllmxs uenddmis'rFl. Fort Pierce, FL 34946 epyritbt t016 A -I lw(6tsses Aabody i.lam90 III: P.F, teeldodin al ibis dunmeet, in eny term. is plobABzi YRboSifbe+leke pernissiae hon 4-I tad 6nsa deiboq t.lonbo ill: P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210154 WRCEB2BLM A08 Common Truss 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:45 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-UNCwsBpvATolxwPkDCh n64rlxtr4h5JffDo8tzyS5q 1,0-a2 5-4-2 12-2-7 19-11-4 27-8-1. 34-6-6 39-10-8 4Q-11-4 - 1-0- 2 5-4-2 6-10-5 7-8-13 7-8-13 6-10-5 5 4-2 l' 2 5x6 = 6.00 12 Dead Load Defl. = 3/8 in 13 4- 18 27 17 28 16 29 15 30 14 3x4 = 4x6 = 4.12 II 3x8 = 4x6 = 3x4 4x12 II 9-2-5 19-11-4 30-84 39-10-8 9-2-5 10-9-0 10-8-15 9-2-5 Plate Offsets (X Y)- [2:0-8-7 Edge] [5:0-3-0Edge] [9:0-3-0 Edge] [12:0-8-7 Edge] LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.43 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.80 16-18 601 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.31 16-18 999 240 Weight: 223 lb FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 7- 16, 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. ( lb/size) 2 - 165910-2-12 (min.0-1-15) 12 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 203(LC 11) Max Uplift 2 = 481 (LC 12) 12 = 481(LC 13) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-368/356, 34=-2530/1870, 4- 5=-2384/1770, 5-6=-2239/1789, 6- 7=-1819/1515, 7-8=-1819/1515, 8- 9=-2239/1789, 9-10=-2384/1770, 10- 11=-2530/1870, 11-12=-368/356 BOT CHORD 2- 18=-1454/2186,18-27=-1224/2048, 17- 27=-1224/2048,17-28=-1224/2048, 16- 28=-1224/2048,16-29=-1225/2012, 15- 29=-1225/2012, 15-30=-1225/2012, 14- 30=-1225/2012, 12-14=-145812141 WEBS 7- 16=-882/1184, 8-16=-685/735, WEBS 7- 16=-882/1184, 8-16=-685/735, 8- 14=-43/348, 10-14=-107/282, 6- 16=-685/735, 6-18=-43/348, 4- 18=-107/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 2 and 481 Its uplift at joint 12. LOAD CASE(S) Standard Me: aq flru dreg!¢m"r.tu'LI%i;i?mS3rS?`J';. F9At 1iUkS 6:;tiGI1 1SfN?CMiIGfY'}t([G itfAGf;kr hre. lertlr 6ipN wndrd rRsr4is Best ksip Ortry uC;dMsarq Llvk R:1.Ekhn.'r Sia!Mn.e_Yekss alrtxiu ssdrde l,8. rk wtd— raess.uhesdixM'1W*kda.sseimsPaEgaer`.w ge ;esdrr oergmmnrecpnawWd:wd enelr,rwusaa rMugae:sx#?x;tgbdrarOAr,de?nt.raz:penyne 4sra/Gxe:,mman: Anthony T.TomboIII, P.E. dredec ms6. n piaw M.spsiiaaradr eree,M c..n nM+<,r esed uet;u gonryear,uMuekdaMrt:.e. ucdir ar.wgceerwtnt. Mgrn.eldMtUerlpfieN dM?:as: wady kwn si..p murnr.au xrw sM kMnymialdtd 180083 rh1;Wg0-*.. i rkrta 411rh sr.MSIk10CdMMeaxndpddixsd Ns MilGry fe±¢emlSteh Mr ur HSpra6skl Mfr'dSIXA re idaeut4: ixYapaae ihlid rsMaspesiYWxs rtd.9iesa Rhass O:snu,'less oe,ip'aV.. d tnssYalecM<i.edtss 4451 St. Lucie Blvd. anxB eawxr; men± qrk .arty d±rm Aaed tm! ,.hsr[.I—n ?Msduar Asgn t ,s?dw hpw amr tq di:ged¢dq a:remtdrdx r i. Fort Pierce, FL 34946 epyti9ht aJ PRld S-I IaalUoss±s Auti±ey Liamla ill, R.E. Repruduain of this dwemees, ieeey form, is psoh4h.d withwnhe rsined pefmissiw Irm 6-I tool besxs Acthoq i. r±m90 il; R.E. ype Qty PIY RYAN HOMES / ESTERO BAY V2 A0210155FobE62BLMAl2G SPECIAL TRUSS 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:46 2016 Page 1 I D:ta7uotTo57o0tNCW mTn2mQyhggX-yaml4XgYenwcY3_wnvCDJKd6TLBLpO?TuJyLgKzySSp 0- 2 4-10-8 10-3 4 15-7 4 20-9-15 26-0-9 31-3 4 33-1 4 39-10-8 4 -11 0-1 4-10-8 5:-11 5-4_0 5-2-11 5-2-111-10 0 6-9 4 0-1 5x6 = 5x6 = Dead Load Dell. = 3/8 in 19 18 17 __ -- _. 1b 14 4x8 = 7x10 MT20HS= 2x4 II 6x8 = 4x8 = 4x4 = 400 II 400 II 15-7-4 26-0-9 39-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. . in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.38 17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.74 17 646 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.41 17 999 240 Weight: 483 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1,T5: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E 'Except` B2: 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. REACTIONS. (lb/size) 2 = 2318/0-2-12 (min.0-1-8) 12 = 2571/0-2-12 (min.0-1-8) Max Horz 2 = 109(LC 6) Max Uplift 2 = 625(LC 9) 12 = 851(LC 9) Max Grav 2 = 2318(LC 1) 12 = 2571(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1163/218, 3-4=-3805/1144, 4-5=-3673/1142, 5-6=-3692/1123, 6-7=-8212/2584, 7-28=-8659/2825, 28-29=-8659/2825, 8-29=-8659/2825, 8-9=-8659/2825, 9-10=-4087/1405, 10-1 1=-4182/1382,11-12=-1832/440 BOT CHORD 2-19=-903/3279, 18-19=-2410/8092, 17-18=-2885/9488, 17-30=-2885/9488, 16-30=-2885/9488, 16-31=-2885/9488, 15-31=-2885/9488, 14-15=-1830/5811, 12-14=-109713636 WEBS 4-19=-193/317, 5-19=-820/2847, 6-19=-5611/1875,6-18=-275/998, WEBS 4-19=-193/317, 5-19=-820/2847, 6-19=-561111875,6-18=-275/998, 7-18=-1615/547, 7-17=-200/909, 7-15=-966/236, 8-15=-390/209, 9-15=-996/3319,9-14=-4299/1449, 10-14=-1105/3493 NOTES- 1) 2-ply truss to be connected together with 10d 0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 625 lb uplift at joint 2 and 851 lb uplift at joint 12. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 47 lb up at 22-2-8, and 106 Ito down and 47 lb up at 24-2-8 on top chord, and 764 lb down and 264 lb up at 20-8-0, 49 lb down at 22-2-8, and 49 lb down at 24-2-8, and 607 lb down and 267 lb up at 26-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 10-13=-60, 20-24=-20 Concentrated Loads (Ib) Vert:17=-764(B) 15=-607(B) 28=-66(B) 29=-66(B) 30=-34(B)31=-34(B) Mmq a—*..o retie. t AIM .Ansis SF.:`.C' RKIAI 171101& COMM W. 1.0,&tp —asm' !wi Ns Nis t pWs ingDP'W M1m rl lvle ill: t., idrn.r Sup Wdvt &tsssa Itlx dwme IM, Ws Alai' rmess K k-4 W N .CCu k rdd Asrlr«t Ist-Eq-:..,`.r««OIrP•^n de sra.s.r Too 19mee1w«nrmn a IN PA;—I"F— n" :mmn tr tk ft,g d er;..# I-4gdd. kTO Wt.—MI c kIlp n:.W-irs r.0-1,,,Wq Anthony T. Tombo ill, P.E. W.s<dC.s insWmr tASranw,nr.:.tinarn.«.tr.c.«,dmd«wWuftr Draa,v+narndur lx.ur lxalft W.d;:lsv r+mL rk 9pnaaMmra:.r n«A rdar r:,:.ap«aa.wm.•,r•wk«.r,w.kr y.:oohs 80083 Me ir.r asip«ad trkrm AAechs sRM. 11.1DINIk pa swiptft,dI*WWq(gW0SAh Idu.W*,'K%pIWMe MWWI. Ides« *F.0rd— 4451 St. Lucie Blvd. Mom M.MkAiMtlspW9nR MWgkdl pfWturdrd. Iklr nhes:.[gW«isf tdr W:llq Chip«aLas,ksk.6rlm«amb.Ilq, YI,9NvN Wx4«emWd«I k'lII' Fort Pierce, FL 34446 Qiyr4wV 201d A-1 hoof 6sxs Ae7la.t i.lamho ill, P.E. lgmionia. C] this daumem, i.aay iurm, ispoh iledwitiout the mine. rermissio. Iron A I fool bosses Arahm.y l.IomSall; P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210156 WRCEB2BLM A13 Special Truss 1 1 RYAN Job Reference (optional) Al Koor I nlsses, ron rlerce, rL JAU40, aesyn(wa ne11Jb.Wn, 1-14 5x6 = 5 I D:ta7u otTo57oOtNCW mTn2 m QyhggX-yam 14XgYe nwcY3_wnvC DJ Kd2LLAD p3 ETuJyLI 19-10-13 26-4-3 32-11-4 39-10-8 41)-11r4 6_3_g 6-5-5 6-7-1 6-11-0 1-0-1 3x8 = Dead Load Defl. = 7/16 in 19 — 17 lb - 14 402 II 3x8 = 4x6 = 3x8 = 1.5x4 II 3x4 = 4x12 II 4x6 = 19-10-13 32-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.35 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.79 17-19 604 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.43 17-19 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T4: 2x4 SP No.2, T5: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0. Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-19, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 12 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 109(LC 10) Max Uplift 2 = 424(LC 13) 12 = 564(LC 13) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/262, 3-4=-2499/1783, 4-5=-2392/1681, 5-6=-2385/1721, 6-7=-3846/2678, 7-8=-3846/2678, 8-9=-3846/2678, 9-10=-2177/1602,. 10-11=-2525/1692 BOT CHORD 2-19=-1374/2106,18-19=-2121/3375, 17-18=-212113375,16-17=-2123/3455, 15-16=-212313455,14-15=-2123/3455, 12-14=-1284/2148 WEBS 5-1 9=-1 180/1768, 6-19=-2045/1522, WEBS 5-19=-1180/1768,6-19=-2045/1522, 6-17=-307/656, 7-17=-400/411, 9-17=-302/467, 9-16=0/258, 9-14=-1526/987,10-14=-431/855 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 564 lb uplift at joint 12. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 213 lb FT = 0% tlee.- Hru rr¢I}rnn lx'/IHI,:'1ESc3;1F39'; ifl3At Rill!56;OIItCIS:T'o11i7F/`.T'4[6Y:fOWEki'ke. te:El [uipp san,af<n1..n rdsfnss kip Onxy(I@E;rltle E Mp'I.I kIN: rF.lacm r S.rld.-Etlrn kn.,u MN.Ne lte. de Mtlazne.mr jeksskl(ketNM MZRnkedq Is.lmsgain Eermn{i: !(e:MrkmsedwrrrW rgmedsrwepreaMHert:swaeegbeniyrrpe:aimkMksipolksn#Im:Egi!lr EelOPr¢,eNn 11FI lk asip e:. .rk.S kiry:rl€u.t,rilkGv( Anthony T. Tornbo III, P.E. rr <soon,a.rNN:Mn,(r,uimaewa..n,ro... MkmNgMnp4NgB en,nSuandMTdelMkMakNb(ukaERf kep aaMNrdefiN au,r;,,NaNq,an,.roim:.n+krvsuakanyNrha ±80083 murugw p.r«i[raMr sarM,ew.r4loomMpeewn nE p'eeMsalkkiL4q[egreN sr ryblxvekm nSn ra.sklkln esut remaexNra,swx. lnlNr,Mn,MskiM, rl oaN,amhass g:ssipn,l,ets ar,ys:yMe riin:: xoawrn::aess 4451 St. Lucie Blvd. eMi.h.Mdke:r..n.yregrN nela l.eg ixfn N,mN. lk ln,.leca [ysxisFlMkN gnHen_rins,.ysNs h(me a n,r ing. en egoanNke;nnadME s. Ertl Fort Pierce, FL 34046 Prighl02P1411-1 Roof tosses-AAooy 1. Imbo III, P.L geoodonind lhls duos LI. my form, is PlAilobdwithoulit MiaapuWssic.lor4I Roof lr.rsei-"say 1. lo.lh. III: 1.1. Job Truss Truss Type QtY Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM B02E Common Truss 1 1 A0210157 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:47 2018 Page 1 I D:ta7uotTo57oOtNCWmTn2mQyhggX-QmKgHtrAP42TADZ6KdjSsX9NIIkQYgUc7zivDmzyS5o 1-0 I 10-3-4 20-6-8 21-711-0-12 10-3-4 10-3-4 -0-13 4x4 = 3l0 25 24 23 22 21 20 19 18 17 16 15 14 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 13 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.01 13 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-R Weight: 116 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-8. lb) - Max Horz 25=-142(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 18, 17, 16 except 24=-124(LC 12), 15=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 20, 21, 22, 23, 24, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-115/297, 6-7=-145/381, 7-8=-145/381, 8-9=-115/297 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 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 270-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 18, 17, 16 except (jt=lb) 24=124,15=116. LOAD CASE(S) Standard I,lk,.U—t p rarvs A,'i.i T'-r.' 11tl5u>i•StL9'i !1nf'!W: i iDN:ifk"RS:PICY "35t[Yi }:Sq IF'•'.S i11'Ma, tn, 6ip N,eaEes ue,M xW a Rx hus N*gv:snigil0; tom Uwe, i. ,ewe 14>l;. Ufnrou SMeNMx, s,. Czes: daax;u i ei aae FE6, xlr 4iie:wu4 xe,:4'-knNta S, IAEhi,ni4.i. ,";q, (gaee +,`Mrsht: xu 9e,Mpwpt6B ue.na,:gA,Mxd,uaul xp. W..paS rbASK.y,eme u,rtst „IaM/etl,r,eAtx IRI xary„s,»Nw;, 4€q ev4cns,,xhen, Anthony T. Tombo I;;, P.E. a ur manaynxn•wn xe..n i,xaaaesy.,:a an x,s xwe>kay;wrwt.rx,w mrrdru a,s.rarna r.:.,.rwry,ksw.e 1, Inrif i,s e, aN (aprrn. aaam.sew.n, raw torm, III P* ,s lrer ws use we. a cmriasrrvmt-lmpom nrl ,saa „w ,semr s:s ,o-,,, a r, -m•r am,r. :4451 r. x:e ? 8Lude Blvd, Fort P axaful,ttrdh,carta/M ryNh +gl,aNn„a„nd. td r•n, #,q,tgrm ra. 3, uariq;.,, a.«rn,:>mn n+aa,iu"'q. tr k:,Kma;mrsI tAma. e ierce, FL34946 Copyrir4f YD18 A -I Raallrasus-Aalkaay l.lemle lll. p,E, kpradaeien of@is dacamaL isay fan,is preMbitea:u6eaithe rrirea permitsieafian A -I teat lrrssas-Aatbeapl. tac6a lll, P.F. t ., Job Truss Truss Type Oty Ply HOMES / ESTERO BAY v2 A0210158 WRCEB2BLM BO3 Common Truss 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:48 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mOyhggX-uyu2V DroAOAKoNBJuKEhOliSs8u7H6cmMdRSICzyS5n 1-0-1 4-11-14 10-3 4 15-6-10 20-6-8 1-7 0 4 11-14 5-3-6 5-3-6 4-11-14 0-1 4x4 = 3x8 = 3x4 = 3x12 II 3x12 II Dead Load Defl. = 1/16 in 10-3-4 10-34 20-6-8 10-3-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.13 11-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.26 11-14 956 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.09 11 999 240 Weight: 104 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-1-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 8 = 885/0-2-12 (min. 0-1-8) 2 = 885/0-2-12 (min. 0-1-8) Max Horz 2 = 109(LC 11) Max Uplift 8 = 261(LC 13) 2 = 261(LC 12) Max Grav 8 = 885(LC 1) 2 = 885(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/0, 3-4=-1141/891, 4-5=-908/706, 5-6=-908/706, 6-7=-1141/891, 7-8=-494/0 BOT CHORD 2-11=-624/955, 10-11=-628/955, 8-10=-628/955 WEBS 5-11=-247/488, 6-11=-274/380, 4-11=-274/380 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=261, 2=261. LOAD CASE(S) Standard twwrM- Hwu gwwgwPredr Gx'lli0;`':M,S;Y!iTY"„efe33t liWSe::I%mfL:eS:75'8Y(78Er'; 4Cere:flKY:kr Mn. lrrfrksi*Pmredns WrW we mi lnss Mr Wr"MWse trnw11. f uIt..PLW—Sxsldrr eek dw—Sde/ kra. W! WT;k—W*"WlkrWimNTH4keddh.1-0tw,Eq®saW. Txklp w. sPnw,, Iwint dews smw or Anthony T. Tombo III, P.E. Wnrdlbinnb. 1404"ur."'PsWarof. 0—,eaUr.m M gednq.tdldgemya;ueewkddgr9:,Rr0(elhkdrl6gdeWlpl.tkgpnddf.MIW'otw ddrbns,sddmtMdsrs4rge,esgl:d.Wkwatsidtktlrnspa6fihd =80083 weta"N.— iwcmwAewksdrdaAe100Waepac'uesmoidwdtkWidgbge-1s.hNwwewNsojak1k1^WSt<Ase#..do,F irai lrrlix wn:r,:lar,Ws+ksdtki—om,r,n,Pr m WlRnu ana:.dK, 4451 St. Lucie Blvd. Am.mwMNr: petgagwYx!mqhdlpWSlndrd-tklrvs lw.w[rymnnY_16 Wwig0nipn aLn; Srsws Gpea drq w.ilq-SO xpMd?ar. wemddWis-n1. Fort Pierce, FL 34946 iht a 2Qld6 l Roof Losses- Aothoo Liomho ill: P.E. Ren:iwim of this dommeet. inao form, is iohihitd we6out The vsilw umissioo bon A-1 Roof Losses-Amhou I. Iomho 111; P.E. ol>i9YPYP1Y - Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM B04 Common Truss 3 1 A0210159 Job Reference o tional nuua i cusses, run rierce, rL 34946, design La-i iruss.com Run: 8.12u s Nov 12 2U1 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:49 2018 Pagel ID:ta7uotTo57o0tNC W mTn2mQyhggX-M9SRiZsQxil BPXjVS 11wxyFdXYEDOZfva H B?HfzyS5m 1-0-12 4-11-14 10-3-4 15-6-10_ 20-7-4 1-0-12 4-11-14 5-3-6 ' 5-3-6 5-0-10 I 4x4 = 10 - 3x12 II 3x8 = 3x4 = 3x12 Dead Load Defl. = 1/16 in i 10-3-4 10-3-4 20-7-4 10-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.13 10-13 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.27 10-13 928 240 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.09 10 999 240 Weight: 102 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 823/Mechanical 2 = 89010-2-12 min. 0-1-8) Max Horz 2 = 112(LC 11) Max Uplift 8 = 232(LC 13) 2 = 262(LC 12) Max Grav 8 = 823(LC 1) 2 = 890(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/0, 3-4=-1149/898, 4-5=-916/714, 5-6=-918/714, 6-7=-1162/905, 7-8=-582/0 BOT CHORD 2-10=-666/961, 9-10=-677/978, 8-9=-677/978 WEBS 4-10=-273/379, 5-10=-256/494, 6-10=-290/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=232, 2=262. LOAD CASE(S) Standard ne,rarer,,,,:.ua•In,rn9Sx>,^sEurr,ttmntte stnr nan:€,.,wrsral::su Pr:sw[erm..Mtraa,a«n>rr.chew.:a.a;m:w a>r:a rrw;Acr«;4mr..r,Mr sve r. av,:,,s,.x ro.ra w'rr:wam roans k.saaN&i cis r kq:apue a., `f« h 3asuaa7lpGnansaa ea a::apw,a wpah.xwl avgaexiar-asraasfilka.eaupvEem aL ,aaMMada r30w. ae«Inl- ksgrn re,iam'. bdsf amt n, ubkw Anthony T. Tombo Ili, P.E. Nar«aan ix «s a s Kc ys a m .ru sw:s n v. 2 ; 80083wr.V" .9(M.S..r,n,:awaxaPis WImp "atpfik.'0*t um wWer m ltw'.PO ke. Isae rranwafa pauh.MN44 rah;raa,*aM,n6M.tnatr,Mir,rm,orc bli- AT.,XAmr:.gas: A.*'. anw ra,.;xsapadx:n."r~t'P.+n:h d Thr>* Wrlx w-Na:£eumyK .«I.- so. *a,0.!WIN. uwWaWMv«a: ,myna. 4451 Sr. ucie Blvd. ZtFortPierce, FL 3-946 CopyripliC2£ 16M-I£oal trasus-Anl£ts<.y l.lamba ill: P.E. £tprodutt;nadl#Isdwumcrt, is ayram:is pra6ibiaeti arilbea3litwriraa peradssiechamA-i ledlosses-dnlMaeq 1. te ailL P.E. Job Truss Truss Type Qhr Ply HOMES / ESTERO BAY V2 A0210160 WRCEB2BLM C01 E Special Truss 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 21J1 t Print: 8.12U s Nov 12 2U1 / MI I ek Intlustrles, Inc. rn Jan 5 1U:21 AU 2U1b rage 1 I D:ta7uotTo57o0tNCWmTn2mQyhggX-M9SRiZsQxilBPXjVS 1 IwxyFkaYO00c8vaH B?HfzySSm 1-0-12 6-9-4 13-6-8 14-7-4 1-0-12 6-9-4 6-9-4 1-0-12 4x4 = 20 19 18 17 16 15 14 13 12 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 11 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.01 11 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight: 71 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-6-8. lb) - Max Horz 20=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14, 13 except 20=-119(LC 8), 12=-105(LC 9),19=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-93/260, 6-7=-93/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14, 13 except (jt=lb) 20=119, 12=105, 19=107. LOAD CASE(S) Standard ao .nnu nwa, t r_=t@5;stu:r,Must -.twu=!rnsa,..sadMl we+a,•: m tR, w ++wllur r.m L[ u:rt.ah nue , au„: =;ua ;.. 20: tud * jW.Wk.AI.&Itf4k.+4 'I, Tns+k*.U.,. *dan*u;. &6*0f mbU Anthony T.Tcr[boII:,P.E. T. Oft 1 1.MW1yne ,roNau a ,e e+ms,.I«gw.n wy:...a .n r,rx n d ,a, rni t yF.w wlaao u a :n,..«yi.+w,a,wm,.ek. irk .ar> # 80083 le ke9q re :a ssaw4arsad,r n re .nt>k tw•wsue,.:.Iau,:pna,oetm,askr.,,a...tAyo ma.e T.arm,a, :a „wen,srn,r ssa.:;x.:[ e, T wwr,, ,,,.,, 445t sr. Lucie Blvd. aiwaus di<.:nrn,yeNw>nsyparp,annd!,!.`kimf3esq.tipxri.Ka Reuii.t'.es x..innsraventbp,meimiedq.zs a.l9c:malr!.ttInIMA. Fort Pierce, FL 3-946 lapvrigliZ lDI6 A-1 ReelLrsms-AaRacy l.lomLe lll, t.F. teprodntlien of ih3sl-1, ie oap(ast is protibBei.ilMeU lSe w,irn pmanzueehom A -I 1wtlncus-Ae16ecy 1. taels ln, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM CO2 Special Truss 3 1 A0210161 Job Reference (optional) Al Root trusses, Fort Fierce, FL 34946, oesign()altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:50 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-rLOpwvt3i?021 hIh01G9UAnpxyfZk2j2pxwZp5zyS51 1-0-12 6-9-4 13-7-4 1-0-12 6-9-4 6-10-0 4x4 = 3x10 11 1.5x4 11 3x10 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.09 7-10 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.06 7-10 999 240 Weight: 60 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-6-6 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 = 542/Mechanical 2 = 610/0-2-12 min.0-1-8) Max Horz 2 = 80(LC 16) Max Uplift 6 = 152(LC 13) 2 = 182(LC 12) Max Grav 6 = 542(LC 1) 2 = 610(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/108, 3-4=-637/523, 4-5=-636/522, 5-6=-283/27 BOT CHORD 2-7=-297/498, 6-7=-297/498 WEBS 4-7=-22/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beating plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=152, 2=182. LOAD CASE(S) Standard Nasq-Ple}se}«*pre.irr 0e ilkry-itg5il,^SEttiR 6EN9et f:tn*BtU rI S E:1CJt'i2!Ui.:tK74:J'6YiMi'W«. 1a hktpra>.xa•}ai««ew«s?nss[sap;xofia@EtU@;WSe yea«rl,sl°:t;.(efes«s;iraleMt tu. tloVs; a'taxi!e stdMn'G6: «!r Mf a:aaefa ri3es:ltkn«fawroi«a}aa q f ss le;ip Egaea `•ax;nr:.t .asw«wti : .i«r«naktpao!iAa}.y„«:.,p,}tii a t a}y,ara,,:yt}ri m a no«i +ea ma :ue}:y..Rµ..:,aq,eu }ate:;. ' sxaaa..«mcatyat„ rdqM h, i,«. ttr«t« tntwtyatsm« aspn.} ite} nn arA««aW}}aER,tt.fdiJ.iT 1taE!lnp}sA,!d«StMl«xM:Iei¢a: UA6errrc«i«ESrd4,E!geixa.iaIIr«MIsWsnr.a1a.i iNba: M«P.l R1wtioaMMAF,tn.eaniaFl«t, 5et9 «r i, iaa }s,A n n' .=.bm« m«arstav«t w«.a.art AnNory T. 0 PE. OM:}aW®With ? 80 083 aa5t5t.:saoeBlvd. 1 f}! aeaq, ajm,2N§:k!W!Gek«talfl-t. topyriphl S' tDih A - I taxi tiosus-Adboy 1. tamio llt, P.E. Pegad.6—i this de(emem, le aey liim, is pfohih{ud -ilb"I the w'itse. pmmiss;roe 6om A-i deal Im"',-Aatheeyl. tamha 3U: P.E Fart Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210162 WRCEB2BLM CJ1 Jack -Open Truss 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:51 2018 Page 1 I D:ta7uotTo57o0tNCWmTn2mQyhggX-JXZB7FuhTJYufrtuZS600N K2dM5FT WYC2bg6MXzyS5k 1-0-12 0-10-15 1-0-12 0-10-15 1.5x4 II 0-10-15 0 10.15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 6 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc puriins, 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 quide. REACTIONS. (lb/size) 6 = 161/0-2-12 (min. 0-1-8) 3 = 23/Mechanical 5 = 5/Mechanical Max Horz 6 = 52(LC 9) Max Uplift 6 = 47(LC 8) 3 = 23(LC 1) 5 = 18(LC 9) Max Grav 6 = 161(LC 1) 3 = 14(LC 8) 5 = 17(LC 10) 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 5. LOAD CASE(S) Standard we,xr-Nmu,pmyurmdt.cw'Fiiaaf?erca!xu:r,;ieai??sss::amnuus:;n?oMjurt7}ueeerc[awtn'ke.t a..,rra.°a:.t,«ew:,ed:n.,,a.pm:.ynow;wersm.rt.?at$Mr.le."a mid.:.,,.wir::mr,.rkwon,tm,mA ikteR,s.eu, kxs s vr::erK aR toewk,dd. isatn:so:da tywe;r:.,s;rar EE rm;.ar:aammr?o; rq,nmi,maaryo,.:aar pa<:v,w myraim,san ra arirsy an::np rm:smadmmetaemq.sva to 1. txa:y: n::apacs. Witt s,:,;n6mr Anthony T. Torntso III, P.E. ednedYeiimle:eerktliaa a spednimd4otm,aa.m eat.a:dyr n:wigo::a..a:ud:nd>ssx.n:amwbdi,; wr.imi.mpproiemro wryu:u r.kr,.:s::a.epr..sm..nui.d.,.iiay,drrst,p,rntd =80083 aetrr ms2ereatmnea. IaMnsdedaaeiDCedaepmkmedpidanaaetiogme,sdenwaeem;xsrpsa,wkrneasruwt etaewnx<+vavae tfFiidmsM2sp,:asm::4mt mse.-,msen:a,ml ssemaa+a:m ms 4451 St. Lucie Blvd. eae.ns ieaMN s:emantyed qm n Wins„ea plies hMrN. lu tem aeon tgwn is kr0e inxgr 0<,ijn, Lot s.aa Egna d , ielfq. ml xraled ms n n bmw x?M1I. Fort Pierce, FL 34946 apyrilM V 2016 A I bf 1gosses- Amkosy 1. iambs ill: P.I. ltpsolunloa d dis dmnmem, is any form, is poAilhel witGom tM ninto p"mission from A I loaf tosses -Amboy t. lombe ill; r.I. Job Truss Truss Type city Ply HOMES / ESTERO BAY v2 WRCEB2BLM CAL Comer Jack 4 1 RYAN A0210163 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, deslgn(a7attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:51 2018 Page 1 I D:ta7uotTo57o0tNCWmTn2mQyhggX-JXZB7FuhTJYufrtuZSoOONK4kM5wTWYC2bg6MXzyS5k 1-0-0 1-5-11 1-0-0 ' 1-5-11 3x4 = 0-3-8 1-5-11 0-3-8 1-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 * Rep Stress Incr YES We 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 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 = 23/Mechanical 4 = 15/Mechanical 2 = 139/0-3-0 (min. 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 = 14(LC 9) 4 = 13(LC 9) 2 = 110(LC 8) Max Grav 3 = 23(LC 1) 4 = 19(LC 3) 2 = 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=110. LOAD CASE(S) Standard aaey-n aarN.rmt.he 1110.5*rrSVSN5 Er, Mail I1M56 9YBIB`BSiBf!BNiI&rr'ji(rGEFLKYEkiMa.IrNrbgerxw nteNeeelakta0tlnnk•ge0a q;IW;aihe4ley11 hu:,r.:.BeM,.,55 tAxeK BehnAna,actle/ helm.ap ititettmed rlfhs si ktsd Mhe TCak edd Ateltrsksrehr .e .pnRt Erygar'e,Ih t wBgld rqN mtaa;e ce/mp,a,saale xegn:rw:#df.lakd dlk upi apd &tmapw inl rztngtn .ryat Nag aau ac,am Anthony T. Tombo III, P.E. txi neA Lx nnsixmhiW;' ,k imu:lAr Alk B.a,BruittAnnn q,dx be hHig B:ipe,;n&eaan dd A..Ikr lIX al ip Mel a:H6rai.al Rl1 fM erynd Afi Niel eR fnN Y&I.nt: rtduy kWy b,e}t. esNl diaw bvq stapYt esrasiNFrd. 80083MUAlhrksirxne[eehnM. 111 aks sdedhlklBC ed pz peCNn wlpHdandliekBd (ganl Sa'thgWaMx,i(Sn 1dM1AelhfM nl Sl(A ae iAxexetMpnd Nete. ltlleAMs he nspuYHifMhiiec Alkl kvpq, "nss k!V iepnxeei 1—X-hcwx. alas elknda W" h e;enal W.4 ep a..q kdl WM 4.1,4 la Iron kt n rq— is kl Ise knum kvpx a 1— Sy n Gptx d a:lAmi u a agww Mat Me n 6". TLI. 4451 St. Lucie Blvd. Zt Fort Pierce, FL 34946 opyri9h9t013 A-IA;Bf flesres-atitlBcr i.lan3a III; P.E. Rspldmiar alf6it dwBaett, is nptam, is plBh uzl wApouttAe ninsn prraissioehea AI Rid Gnsas-ABr6Brr i.IBnSo Itl: P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210164 WRCEB2BLM CJ3 Jack -Open Truss 4 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:52 2018 Page 1 I D:ta 7uotTo57oOtN CW mTn2 mQyhggX-nj7ZKa uJ Edg I G_S47AJdZbtB P m P RCzo L H F PguzzyS5j 1-0-12 2-10-15s 1-0 12 2-10-15 U3 11 2-10-15 2-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix MR Wind(LL) 0.01 4-5 999 240 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 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) 5 = 197/0-2-12 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz 5 = 86(LC 9) Max Uplift 5 = 42(LC 12) 3 = 66(LC 12) 4 = 3(LC 12) Max Grav 5 = 197(LC 1) 3 - 66(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard tmousy- Fhse Mutt¢Ir rak+ke•11I0:s't1!t3"Y_.r;,e[C3Ri IiW51:Jkmn.lS:JS'OMrWI"-.fl ALRRri;ILKYEkr Ivv. ferh mip PWMs ai rat mhs wtn I.—ky Dn"Iff ai he kow11 It II; F1 10-5W. id"ru k6tfA se towuRe TM. Wr Ieiszsoae0a fidesskNkesN N!eR;DCvNsd 1. iselvss Dena haevi,.e,Sp: dry hlha+p Ae stdam'rgmrdsascglxedMpdRswWegaenota:pc,tdn.h!dt ksipA4sk t Gr,kpiddane lb0alt,aat ltil rxks,p osn.pa., hdiq mkws.Wroiq Anthony T. Tomtlo III, P.E. deudlh nsbvn k46gnk,q-uvmed140—,ka0vm kupe 0—'s ,gw.AWWmI, h&t ddueG Ik nRMtk bod x.ikgshM III.). Ik qpt 10ke TD1.4 fine F.s; k,hegkWy 4ttepv Wh Mk.M ad:ki-W.Wnrd =80083 .. ri bllq ksyaai[.W. Rl aks sd W V11 a/L peexa alpxMsdtkk,lEp GgaN Sdeq NvvatiwplY,plF.kl ll i"WSIR.lnedvardbpardpifue IN aws fit n,lasdunw mks dtkl,n, ksq.,'nss 1 ip,*" tulass empMa, Wtss 4451 St. Lucie Blvd. AM kfwd .f MtpMgah rdagH dl W"bahei.In[.is ks:a Egli. is 0mt Ww" ksipe_. Las Srna hpav dkq ktlht. a,gkmx etvs eta iftw. tlL Fort Pierce, FL 34946 WpyeiRkI. 01Q16 A-1 Rxl hesses- kotkooy I. boobe Ill: P.E. Reprdonim of this dosum c ist ay form, is p dikiled without IN .rinon ptmission Is.4-1 Roof Times - 8othooy T. lombo Ill: FL Job Truss Truss Type Qty Ply HOMES / ESTERO BAY v2 WRCEB2BLM CJ3L Comer Jack 4 1 RYAN A0210165 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss. com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:53 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-FwhxYwvx?wpcu80GhtgssoPPd9lhxQ1 Wv9DQQzyS5i 1-0-0 3-5-11 1-0-0 ' 3-5-11 o_ 6 3x4 = 0-3-8 0-3-8 3-5-11 3-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.01 4-7 999 240. BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 81/Mechanical 4 = 46/Mechanical 2 = 205/0-3-0 min. 0-1-8) Max Horz 2 = 53(LC 8) Max Uplift 3 = 51(LC 8) 4 = 36(LC 8) 2 = 148(LC 8) Max Grav 3 = 81(LC 1) 4 = 59(LC 3) 2 = 205(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=148. LOAD CASE(S) Standard v n '+noa; ?e?t-ku:r; aeart taws e;nenimn:rerou; reer aeEoxloeu:er ke trare.p r roar„ «e «E «a, «m:ln„>n,p o..epor;.a unN?.?«e! , r_ utff«, sE ed.e „::. uk„ dM.a. naa«ne?ee. «h iNleze mw passe0kn«ix k'OCN4,dd. , tr sOesa Egmn a .ry:nFS Egicr Oe syE wag r03,grzsms osre edee ryd[srdegw iq,npa:efi#ix Sdnpd Mseye?m.e«sNnGri69«q.«en ill? Tx a;,p gme,aaiq uaE«,. s.nxtiq Anthony T. Tombo III, P.E. t w.,.au ,.,,a«:dmq r sp.s imam aa,r,«rt,. .pc.,n m go,fi.,..a< Wan,o,.a,lcmo,a wgs,wwnil n.yp.,dau mew«,rau du.r.,,.»e«.gway. ap.win«mx. wkw,q«,nrma 80083qare?dgWsipu ed [aeaM. AAM sstl nAbsklOC al lep MaeJee1' sdM1e Wldq(aq«nl Sckn di«tESO rdM1IeIMII 1SKA a:e:dcea•d lx posdpaaRe. IplvinesMe nspas:bini««I ktrc,d4h.s.0ez,n, ",sss k:qa cgin««i lrzssMmAUMa, «kss Ae.na aapeelMaiwm ,. anm.ir.r 4451 St. Lucie Blvd. q, p« pmtts4 drN. lie tn.sE«w[gmnis r-t Midlloq Uedsea,aL.s. Srsksb e aaq hilly. SN:gWeN ro:, can EdnNsnFi. Oppgkbt220144-IbdTasses-iesy 1.IemboIII,P.t. tep Wadiae of ibis daomeot, inns. b ,is psok"Wal Wdonlibe Wince petmissiorlro«41 loot hossn 4etboryl.lombeill:p.I. Fort Pierce,R 34946 Job Truss Truss Type Qty PIY RYAN HOMES / ESTERO BAY V2 A0210166 WRCEB2BLM CJ5 Jack -Open Truss q 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:54 2018 Page 1 ID:ta7uotTo57o0tNCW mTn2mQyhggX-j6FJIGwZmExTW IbTFbL5e0yS MZ51 gtHekZumyszyS5h 1-0-12 4-10-15 4-10-15 3,c6 11 4-10-15 4-10-15 Plate Offsets (X Y)— f2:0-2-00-1-121 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.03 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 18 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purtins, 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 = 395/0-2-12 (min.0-1-8) 3 = 17/Mechanical 4 = 37/Mechanical Max Horz 5 = 187(LC 1) 3 = 215(LC 12) Max Uplift 5 = 200(LC 12) 3 = 43(LC 3) Max Grav 5 = 395(LC 1) 3 = 17(LC 1) 4 = 75(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-374/607, 2-3=-364/518 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3 except (jt=lb) 5=200. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Nti: t-%ee llux h reM.a ti A i lO;i ?rm55,'Sr..:l', i[E3Ff I:1k5 6:]KUlfl:IS:JP MfiDFrji[RW".Yif iYEkr Mp. hrp OKp P.—, W'." w , nkes I." blip W *41DD; M M A." L I U1K F L ht—, irerldne.0 L*" Ao—'."W n qe TIM, uh rhNomran rlehsrndlbrsr/fx m'bCvk raa. :r?rr:: Wsip Egwa¢e Sp::rr [q .*a Wr,dns?aBr >Fesm eelw pm:s: :t r;;pw:ara.? bsy.W s:*?ra.ruuedaW toanN.a in? ?xa;y. n:.gaeRt mud as. s.ae am Anthony T. Tombo III, P.E. d nedb;"mtto<.n wm:, a >rnsWraa o..n.e;n..rr+.na yrc o-wa;yw,:rw.nama n zma; imr<.awrnl n. yr a 6, mews eru dtlr ln;s: is .sm,p. esla':anw:.:sN.krncp.,ward 4 80083 mtdirgWsi" W[u9m uurtssera:mmedbpaamn[ pvws dmbwcg bgrrm s#glraxerr;xSApw' +M IMWSKA.'*, A*irmsdPei ?Ml445; St. Lucie Blvd. epnm«tdbr:+ sarspd ga: nmgysnpen 4.W.. Ib tnn Wantyaex l:rlmkL'egb:ipe,nlrn; 5.srm in-dugbli SArgpdtdaa:.e rsacd:T.N. FortPierce, FL 34946 offrijbi 0241d A-1 Roof Tnsses "ony.Inmboill;P,E. leirdnrtin oftbis dmumnt, innnf form, is irfoh4hoil.lAool16 Mlimo Formislion has 4.1 Root lrn5ses Ar AOnrl. Iombn ill; P.I. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM D03E Monopitch Truss 2 1 A0210167 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:54 2018 Page 1 I D:ta7uotTo57oOtNC W mTn2mQyhggX-j6FJIGwZm ExTW I bTFbL5eOyaDZ6ggseekZumyszyS5h 1-0-0 5-0-0 1-0-0 5-0-0 2x4 1.5x4 1.5x4 is LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 23 lb FT = 0% 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 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 43/5-0-0 (min. 0-1-8)" 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min.0-1-8) Max Horz 2 = 137(LC 12) Max Uplift 5 = 22(LC 12) 2 = 25(LC 12) 6 = 118(LC 12) Max Grav 5 = 43(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-218/354 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. - 5) Gable studs spaced at 2-0-0 oc. 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-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except Qt=1b) 6=118. LOAD CASE(S) Standard RRffi{"lhseeus le lNire de A 1 t_A IIDSii{lEli-[r 16lA ii 7 1E! {(IQ1k Yi:i:li:1(iTrr'I:iSM%.fYlA1 INa. iN{t iti IaAailS11[ a1i 41C: P R.i aIS [1:3i tt{i PAS iM1i! r tr@6 : e..le f!fa4 i1M ME?k. HISS akli'St SVt ait r+a, k{! ri'a wea ps us b<,Swa se mt,k ew Ile 1. 5 vma .fin N asNm iA0 nae NNNrea,an pa am xtgr! past+aa a r d aP t Ne, a Ml d rNmt Nay N.mlHst aq xM ae, k6r. me.:,amG,c,aN.AAFyunllrp:`a!aWJ a.YN-SNaaa aNmaa a, AnthorpT.Toroboll:,P.E. m xn N,:a! 3,an l,a, a•ma iag;a ad'Xi.lkaPeWaMi aiwze4 aAe.txc,ui ya q aays:saan meeaass>dkke „«,aka 80083AebriR9hN!p11ie8if f. i9 MR: 5NWafb 1:@61 (k (S t#ESW NITS IS i QI ddMjUgMaS£Ffi lS aWlt7iS PfGiS>dl hAe iklPl MS.4WpMa;.J RI IltafS?btfl N.IRiON3eie ltSDf9l1',Sf{!Si]a. lfaii }t.¢IIIi4St El1R.SWMdIMItl, ISS tN>H>alnwrl,.,wragNim,en:+ne,nna,a,d.rat„S,rlylhc{3 slt,aye.Nr:,n:smaNNan,Nea,s.;alaa:mraal.trcl 4451 St. iuue Blvd. Leptri¢i02016A-1tooll sses-A thly1.lemboill,P.E.£eplodoaioaoflkislmemem.isoylvebispiGki4itd.i*NIIke viVeopaceiuieahamA-lta hissn-Amhaepl.leeSalR,p.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 A0210168 WRCEB2BLM D04 Monopitch Truss 10 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:55 201 B Page 1 ID:ta7uotTo57oOtNCW mTn2mQyhggX-BI pizcxBXY3K7SAfolsKBDVhMzO9PKXnzDeKVlzyS5g 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = 1.5x4 11 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.06 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 188/Mechanical 2 = 260/0-8-0 (min.0-1-8) Max Horz 2 = 136(LC 12) Max Uplift 4 = 95(LC 12) 2 = 71(LC 12) Max Grav 4 = 188(LC 1) 2 = 260(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 $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard ererg-nmrame¢N rzaes M'LIIUu"IBS,'SF''J';:e(N3t41[lMf6:!riWilCli:itS?OMI,"!:r'}lUA:6i[gili:kT ke. fridr ktip larcNnrW rnl Mn pMt lrestktip Gnry;IOC;MMemrpl.l IB,t.i.lrle;mf're!kfae rtr, &ktf dlnrise sxhla MlW,r1? Mii!z eomnYr lldrs tall re Anthony T. TorsNMM.0.^akeda lsrlrn. Ursg Eyir pr.,<,p;aer tyaM!wer!rr rag rgrcsmtarcepxrdM?rdr:saea agu w p,:rormak Ns paMtNpt IryaNaM?ggrrh pra tnt lxa y! epmr!, Mang wlGart.wM:m mt>o IIt, P.E. alrudW'mtManWv' M yxtixlArdMgvm,Mgrr rMner}araMWiltigkapa,hMwkddM,Mg(NM4dmlYrgukdR61 tlegprddMlggaEs,fN1 dartr.ss;sdrEigkrhq,aerye.atNlrenwkaytM.kllerr,'nNdtd = 80083 MW!Iganpaw[rarrda Agule:eaiMlgCMMpx%cdpmekrsdRkddq(rgeralSphliimWr;ttY,pW.6NIrI?dSxAnidewrbpraeiprbxr lEwiedixsMnsrevY?insNbWsdk:Ln.ksga,?rnsMgriq'sarminssksdgva,earn 4451 St. Lucie Blvd. Nm.M ntgrlWr:rNrmW eprkxaAwW,Npnn YrdM. his lrn ksw['am's Fd rk WAR hap —Ism 4sb trpra drq W1111W N:gMeN lnesnenMmis?!N, FOR Pierce, rl 34046 ppigkt9 tgl45-Ig!al Lrss!s Acffi ay i.lumbe Ill; P.E. Rept!II!Ni!e altiisdurmela,ia!ay form, itploMilOedwapout?he mmenpemissien Iron A-1 laofL sses Aat1!ryLl!mho ill; P.E. Job Truss Truss Type city Ply HOMES / ESTERO BAY v2 WRCEB2BLM E02 Monopitch Truss 3 1 RYAN A0210169 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:56 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-fVN4AyypIrBBIcIrMONZjR1 taNjM8nnxBtNt1 IzyS5f 1-0-0 4-2-8 1-0-0 4-2-8 1.5x4 = 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 4-7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.05 4-7 902 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-8 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 = 230/0-8-0 (min.0-1-8) 4 = 155/Mechanical Max Horz 2 = 105(LC 12) Max Uplift 2 = 69(LC 8) 4 = 66(LC 12) Max Grav 2 = 230(LC 1) 4 = 155(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. LOAD CASE(S) Standard ZEtias3. lkneCa»ph:e.in tir'ai t;7F 11Px>;iEtt!r'a. Ci>nia€?!tx! i tOCd;g6;€?iCJIy 39RYi St[e71iEbGY:Ar M, ix$ M pr.a.M. N rfr. w Rz ;ms h:qe A.xgiilP€` eiSs;sMw, I. ixm.di: r,. b(e:xx 11Mkhfe w. kn:.fi«ss. irAei aA[ 4Gp. oeh 1J•e11;IarM t6YRSfb:6t 35'Ib.5t lbipMRk1. t tk gfe.:ptA[zgiotY, 3t iffxNllhFlPkt1ek pR:N8.Ui11fp t4!!egx«PtHtx33dlf (e1YK.trlk6t Se aLn ..rtM M[34uk xln lflt :xkl e5,..1M;.fN1.N54I.M-h, r.x.tmtt tta.x.ataq,e..rp.:arn.tae r .x,txw,.rgw...t ayr.,q.,pm.,x a,M, aort i„dw;;i.y;a. ,na. txgF.,aan.i _'•kw. dr, n,, a m ax Anthony T. Tomb80083 1::; P.E. a!>e.+wratt.:r essnw xetoaaa.a.saa ,rn«mm csana m.muirtur4r dr. wsxla<«uM xni ° r ','°'"rkx«r,ea..,w. z iiuL$3 dx+sx owil,:..Wgtd a.., q Ila F"xixa.d, ?p trn, 6tsTE rx,: sa. ar u:ari+.:rtm a.sa [q asn;s w,w.anx...t: - 44515t...uce Blvd. tkdq txuper,«rrns.rM.. rxde+mow. l3 M'nlixicm.s h xlxilFt taprrip6i i916 A -I teci iresus-Aak"VIAe0601101 igW.,tioea this dK.-I, i-y IN&, is prelibasi.4a]the rrinee pereiss"he.A-i 1W lasuFart Pierce, FL 34945s-AihaRyl.lex:6t itl. p.E Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210170 WRCEB2BLM E03E Monopitch Truss 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:56 2018 Page 1 ID:ta7uotTo57oOtNCW mTn2mQyhggX-fVN4AyypirBBlcirMONZjR 1 x6NoZ8nnxBtNtl IzyS5f 1-0-0 2-4-0 1-0-0 2-4-0 2x4 = 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1 n/r 80 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: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc pudins, except end verticals. BbT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 74/2-4-0 (min. 0-1-8) 2 = 161/2-4-0 (min.0-1-8) Max Horz 2 = 72(LC 12) Max Uplift 4 = 37(LC 12) 2 = 53(LC 12) Max Grav 4 = 74(LC 1) 2 = 161(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. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI1. - 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard amt-rmsaxxne}fi;rtirr Me'kICr BCSirnturt CcFBsc ".tx*itUK['g15:€!1 Mr6T.alF.Co3ffiS6NFNi•Mn 4r$kGg ran 4ts Grime Mr arrtsiass 6a,ps3nu{ilUE;ad#a isnn.l :rtcea m: ti.4Maau;4reikidew tlxes adsn•x otieeu0e'G6; ad{ Y':eo maar:,br lypssknti to Ea iC€Rx+nGt Eai. sb gsia a.SNcaA+iieauv4seinwtiG2raaresae,na:Vqr,Gip:xAeuaml:gneenp:npeaIRf 6e inipd6asi,r nxed.u t e. rnmlv<k Pa.rs.,,yra.c,+ Anthony T. Tombo i:, P.E. ai rrrdmsinssbnw ANgnarrapasdin!sps:w s G•m r4rr geaumtcroq r<.spe,oAe mnipa N, 3t EKad:Mir idar;Ne aM 3X i. rvgpMdSel maq eu dAe iass.a. mAnq,;wrg,: was baaysMk,eeswrcutdArY 480083 krOq_e;ipcM(anahr i5xes saaratG Paanap Yiseee pleiaestar ralloiew rests leanmr tbat;ear+ra'NMSKs>r,anoswhrpu:datlnt. m'leAnsienpx. stWttirsffiai;nf Nsgc.,im, big [a rx atl imt AaMtihunx,mns 4451 St. Lud, 5W. aAaraice hASa/i!a(ue#xpM gM4+lfirpdpYes bmFd"oel.ss ierilatTrxisNJ ka t+idq xsuas,•i'aSl.ISkN isp+Maare fiy.±3w dme mr. dsalprna Fort Pierce, FL 3.946 Copyright 1016A-I toolLossns-Anikenyl.lomboIII, K. ioprednriionofthisdxomem.ioanyform,isproAibend.AbotlthewrirtopermissinnhomA-3t ilrnues-Arihaxpl.loacbn111:LE. Job Truss Truss Type city Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM FG4 FLAT TRUSS 1 3 .Job A0210172 Reference (optional) Al moot i russes, Fort fierce, FL 3494b, design(a)a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:57 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-7hxSOlyS39J2NmK 1 wjvoGea2 Wn_Att d4QX7RZBzyS5e 3-7-9 6-11-7 10-3-4 13-7-1 16-10-15 20-6-8 3-7-9 3-3-13 3-3-13 3-3-13 3-3-13 3-7-9 4x4 = 5x6 = 1.5x4 11 4x4 = 1 5x6 = Dead Load Defl. = 7/16 in 4x4 = 5x6 = 6 1S7 3x3 II 5x6 = qxv — vxa = 5x10 MT20HS= bxb = 3x3 11 3-7-9 6-11-7 10-3-4 13-7-1 16-10-15 3-7-9 3-3-13 3-3-13 3-3-13 33-13 Plate Offsets (X,Y)— f1:0-3-0,0-1-121f2:0-2-0,0-1-12],[3:0-3-0,0-3-0] 6:0-2-0,0-1-12] j7:0-3-0 0-1-12] [9:0-3-00-1-121[10:0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.23 11 999 360 TCDL 10. 0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.69 11 351 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 8 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 11 763 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 14 = 3250/ 0-7-4 (min. 0-1-8) 8 = 3210/ 0-7-4 (min. 0-1-8) Max Horz 14 = 53( LC 19) Max Uplift 14 = 231( LC 4) 8 = 255( LC 5) Max Grav 14 = 3284( LC 2) 8 = 3244( LC 2) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=- 3066/196, 1-2=-9285/817, 2-3=- 14972/1425,3-4=-16992/1720, 4-5=- 16992/1720,5-6=-15056/1430, 6-15=- 9286/822, 7-15=-9286/822, 7-8=- 3029/219 BOT CHORD 14-16=- 72/545,13-16=-72/545, 13-17=- 839/9285, 17-18=-839/9285, 12-18=- 839/9285,12-19=-1449/15040, 11-19=- 1449/15040,11-20=-1440/14988, 10-20=- 1440/14988, 10-21=-826/9286, 21-22=- 826/9286, 9-22=-826/9286, 9-23=- 48/541, 8-23=48/541 WEBS 1- 1 3=-809/9124, 2-13=-2421/89, 2-12=- 645/5966, 3-12=-1438/52, 3-11 =- 313/2077, 4-11 =-842/0, 5-11=- 315/2128, 5-10=-1441/50. 6-10=- 644/6043, 6-9=-2416/88, WEBS 1- 13=- 809/9124, 2-13=-2421/89, 2-12=- 645/5966, 3-12=-1438/52, 3-11=- 313/2077, 4-11=-842/0, 5-11=- 315/2128, 5-1 0=-1 441/50, 6-10=- 644/6043, 6-9=-2416/88, 7-9=- 812/9130 NOTES- 1) 3- ply truss to be connected together with 1 Od 0.131" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7- 0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=231, 8=255. 10) Load case(s) 2, 3, 14, 15, 16, 17. 18, 29, 30, 31, 32 has/ have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 20-6- 8 PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 293 lb FT = 0 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 115 lb up at 2-0-0, 168 lb down and 115 lb up at 4-0-0, 168 lb down and 115 lb up at 6-0-0, 168 lb down and 115 lb up at 8-0-0, 168 lb down and 115 lb up at 10-0-0, 168 lb down and 115 lb up at 10-6- 8, 168 Ito down and 115 lb up at 12-6-8, 168 lb down and 115 lb up at 14-6-8, 168 lb down and 115 Ito up at 16-6-8, and 168 lb down and 115 Ito up at 18-6- 8, and 0 lb down at 0-2-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase= 1.00 Uniform Loads ( pin Vert: 8- 14=-20 Concentrated Loads ( lb) Vert: 11=- 336(B)16=-168(B)17=-168(B)18=-168(B) 19=-168( B)20=-168(B)41=-168(B)22=-168(B) 23=-168( B) Trapezoidal Loads ( pin Vert: 1=- 180-to-4=-260, 4=-260-to-15=-183, 15=-63- to-7=-60 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 8- 14=-20 Concentrated Loads ( lb) Vert: 14=- 0(F)11=-289(B) 16=-145(B) 17=-145(B) 18=-145( B) 19=-145(B) 20=-145(B) 21=-145(B) 22=-145( B)23=-145(B) Trapezoidal Loads ( pin Vert: 1=- 200-to-4=-270, 4=-270-to-15=-202, 15=-82- to-7=-80 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1. 25, Plate Increase=1.25 Uniform Loads ( pin Vert: 8- 14=-40 Concentrated Loads ( lb) Vert: 14=- O(F) 11=-207(B) 16=-104(B) 17=-104(B) 18=-104( B) 19=-104(B) 20=-104(B) 21=-104(B) 22=-104( B)23=-104(B) A,onunueo on page e I rapezotoal Loads (pit) u".w rwu n„r,pn ram. n•r.t ro.;, mss/u_Er;.naAl Eun c c DiDrn:sstaw/ucrumar;EDwEcr we r"armq, p er,.i s.a, n m, t:.,, e,p m..rnx; w u, emp t. E, r E. rim, s:vrn.r.. D,,,,n".x anti. D<teo. wtaiwar iwge6ltMtt•ODkkrdA_ A, 1M Dnc'.greie SpxgFr¢tr~',rt:sdnvtWBrgrz,m,wmepaaerlerpm;sYnl a:r,grrrn:o L.ixaeisyvdtlr,eE 1gAdn&IDBedr.aealpE txaip .p. i:E;w,,,.n Anthony T. OOM83 III, P.E. B ear r.. nrinmsr.,p.,omrmro a,ii.x,,a.",9"1 a raawDr,isx wendneir aruc.lyads:iserm.minn nrem..aae rbA,.:.;ikN enrr,:, isM.urieu7q,Ixek,.sWvan,. ,rireere.p,snua = 0083 tk NAlq Despxmil.ne;hr. 0.11 Hies sn4kln700ixe paDresmpueainsamkia:p arynnt San lan a usOnlA;sdht•rN sru re elaex,i br peyd paex tnieaussne:ez,mPFiliNn nt mae,aint, O:ilpp:'rn: Mqe tyieeer si in„xmdulae.rdess 4451 St. Lucie Blvd. N1u•.he MaM NeiwtlgeeiernDnpahedpunmnrandIAeEusDesm [qbx is h ttle MiNiq Dnipa,a Uns 4ms hpa a«r w.xy. 3D;efOdeNixx: me n Wml e ill I. oppilirt02016 A-1 Rooftnsses- Axtbooy 1. ionbo III, F.Ltepmdonion oftlisd-mom, iomiy form, is pio6l'Od iheul'Ae rnir*n pumissiam It. A-1 Lot hosses- Addy L IDmbo ill: p.L Fort Pierce, FL 34046 Truss Truss Type Qry Ply RYAN HOMES / ESTERO BAY v2 Lob EB2BLM FG4 FLAT TRUSS 1 3 A0210172 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-140-to-4=-200, 4=-200-to-15=-142, 15=-22-to-7=-20 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 14=-0(F) 11=-150(B) 16=-75(B) 17=-75(B) 18=-75(B) 19=-75(B) 20=-75(B) 21=-75(B) 22=-75(B) 23=-75(B) Trapezoidal Loads (pif) Vert: 1=-180-to-4=-220, 4=-220-to-15=-181, 15=-61-to-7=-60 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: 8-14=-20 Horz: 1-14=31, 7-8=8 Concentrated Loads (lb) Vert: 11=159(B) 16=80(B) 17=80(B) 18=80(B) 19=80(B)20=80(B)21=80(B)22=80(8)23=80(B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-232, 4=-231-to-15=-134, 15=-62-to-7=-59 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 (pig Vert: 8-14=-20 Horz: 1-14=-8, 7-8=-31 Concentrated Loads (lb) Vert: 11=159(B) 16=80(8) 17=80(B) 18=80(B) 19=80(B) 20=80(B) 21=80(B) 22=80(B) 23=80(B) Trapezoidal Loads (pig Vert: 1=-131-0-4=-208, 4=-208-to-15=-133, 15=-61-to-7=-59 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: 8-14=-20 Horz: 1-14=24, 7-8=5 Concentrated Loads (lb) Vert: 11 =1 59(B) 16=80(B) 17=80(B) 18=80(B) 19=80(B) 20=80(B) 21=80(B) 22=80(8) 23=80(B) Trapezoidal Loads (plf) Vert: 1=-131-to-4=-225, 4=-225-to-15=-134, 15=-62-to-7=-59 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 (pig Vert: 8-14=-20 Horz: 1-14=-5, 7-8=-24 Concentrated Loads (lb) Vert: 11=159(B) 16=80(B) 17=80(B) 18=80(B) 19=80(B)20=80(8)21=80(B)22=80(B)23=80(B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-208, 4=-208-to-15=-133, 15=-61-to-7=-59 29) Reversal: 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: B-14=-20 Horz: 1-14=31, 7-8=8 Concentrated Loads (lb) Vert: 11=-282(B) 16=-141(B) 17=-141(B) 18=-141(B) 19=-141(B)20=-141(B)21=-141(8)22=-141(B) 23=-141(B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-232, 4=-231-to-15=-134, 15=-62-to-7=-59 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:57 2018 Page 2 I D:ta7uotTo57oOtNCW mTn2mQyhggX-7hxSOlyS39J2NmK 1 wjvoGea2 Wn_Atl d4QX7RZBzyS5e Standard 30) Reversal: 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 (pig Vert: 8-14=-20 Horz: 1-14=-8, 7-8=-31 Concentrated Loads (lb) Vert: 11 =-282(B) 16=-141 (B) 17=-1 41 (B) 18=-141(B) 19=-141(B) 20=-141(B) 21=-141(B) 22=-141(B)23=-141(B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-208, 4=-208-to-15=-133, 15=-61-to-7=-59 31) Reversal: 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 (pig Vert: 8-14=-20 Horz: 1-14=24, 7-8=5 Concentrated Loads (lb) Vert: 1 1=-282(B) 16=-141(B) 17=-141(B) 18=-141(B) 19=-141(B) 20=-141(B) 21=-141(B) 22=- 141 (B) 23=-1 41 (B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-225, 4=-225-to-15=-134, 15=-62-to-7=-59 32) Reversal: 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: 8-14=-20 Horz: 1-14=-5, 7-8=-24 Concentrated Loads (lb) Vert: 1 1=-282(B) 16=-141(B) 17=-141(B) 18=-141(B) 19=-141(B)20=-141(B) 21=-141(B) 22=-141(B)23=-141(B) Trapezoidal Loads (pig Vert: 1=-131-to-4=-208, 4=-208-to-15=-133, 15=-61-to-7=-59 tnmm. r tm,;rmss3 xu;r;:tg3ut:une:oeoinan:nratl-ml;nucrrrilxutcrM. t.a,crsy.r«w{w:w.,m,l:.,,o.,.ofr..tPe;wm.em.rrr.wm:r.rdn.,sw+l...v.uh„dR«.s<rdN m.tra.«tr wr?k mmW deassW h.wMm atphldi 4tirlssg mFgaene,'•waMtaw ^Foes lnm OLrtpnwsxw lmx dmpd wdu5hx q ::p kFh xi kuptl kwtkim:tgbdaM lAP Ir ma lni. r awn yvms g w m:, mra Anthony T. Tornbo III, P.E. wmedb l,nslr.riatllse 4 rym,'udA}dro.xi,Ihce,rc seNmnmq ex6eMiHugBnigee.sleuMndlh114me10[wi.ax}nkwnll IherynddMlPlwmfkN dn.I:.;s:yrwmg. n,nss.>,I,e.meh.ys;dhkresN.shamrd = 80083 th town;hjm w(maaM la mks se wa la0 wme pmk.wpedm,s d ae Mlatl(tgmelS#n lduadm;IX9ipeFhe h A owl WA m ide Abpmldpd... 1KI ednm9ertsptWits wtAtsd ft1—h {m.::ms Mq.mgimm i I.'sYMatmn,nfns 4451 St. Lucie Blvd. emm.n:4twhairmltpwtpirmaydl µan amhd.lhr.;s ssntgstis r_•ra.adm.y Dnipp,mirnss dm:ttpmndm, wukg N:gaa.Mmt; mtmadM oiRl, Fort Pierce, FL 34946 opyrighl V 2016 6-1 1139Tlasses - dathooy f. Tomho III: P.L litpmiuniun of this dosamtat. is ear firm, is proh4hed without it amen p>rmissi m hom Ad Rut basses -Woof 1. Tomuo 0l; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM FG10 FLAT GIRDER 1 2 A0210171 Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:58 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-ctUgbez4gTRv_vvE0001 os69XAHXcabEfBs_5dzyS5d 4-0-0 6-7-4 10-7-4 4-0-0 2-7-4 4-0-0 fl- = 1 /8 in 5x6 = 4-0-0 12-7-4 14-0-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.08 6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.14 6-7 848 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1946/0-7-4 (min. 0-1-8) 5 = 1687/0-8-0 (min. 0-1-8) Max Harz 8 = -42(LC 6) Max Uplift 8 =-160(LC 4) Max Grav 8 = 1946(LC 1) 5 = 1706(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-895/139, 1-9=-352/0, 9-10=-352/0, 2-10=-352/0, 2-11=-4071/0, 3-11 =-4071 /0, 3-12=-441/22, 12-13=-441/22, 4-13=-441/22, 4-5=-639/0 BOT CHORD 7-8=0/4071, 6-7=0/4071, 5-6=0/4071 WEBS 2-8=-3845/0, 3-5=-3753/0 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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), 8nle$s otherwise indicated. ontinued on page 2 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=160. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 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) 362 lb down and 302 lb up at 0-2-12, 143 lb down and 54 Ib up at 1-0-0, 137 lb down and 33 lb up at 3-0-01 335 lb down and 192 lb up at 5-0-0, and 288 lb down and 172 lb up at 7-0-0, and 288 lb down and 172 lb up at 9-0-0 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 (plf) Vert: 1-4=-185, 5-8=-20 Concentrated Loads (lb) Vert: 1=-362 9=-143 10=-137 11=-335 12=-288 13=-288 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-205, 5-8=-20 Standard Concentrated Loads (lb) Vert: 1=-304 9=-120 10=-119 11=-294 12=-251 13=-251 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-145, 5-8=-40 Concentrated Loads (lb) Vert: 1=-235 9=-59 10=-91 11=-255 12=-208 13=-208 4) Dead + 0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=23 Harz: 1-8=21 Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 5) Dead + 0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-87, 5-8=23 Harz: 1-8=-31 Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-117, 5-8=13 Harz: 1-8=41 Concentrated Loads (lb) Vert: 1=302 9=54 10=33 11=192 12=172 13=172 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-117, 5-8=13 Harz: 1-8=-11 Concentrated Loads (lb) Vert:1=302 9=54 10=33 11=192 12=172 13=172 8) Dead + 0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Harz: 1-8=12 Concentrated Loads (lb) Ovr-flnvIWwSi¢rt,r. WAIPoi;'d5SFIN'El}RIM IEWFlowneMNSTO%rWI`r;ll[F:F;lwAr I..ir.Bt drip ulMrp{reN wlesaIIdt Intt k<yt ktry!IDC}dW4Bq I. 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Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 A0210171 WRCEB2BLM FG10 FLAT GIRDER 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=-26 Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 10) Dead +.0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=12 Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=-26 Concentrated Loads (lb) Vert: 1=281 9=45 10=8 11=162 12=142 13=142 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-117, 5-8=-20 Horz: 1-8=32 Concentrated Loads (lb) Vert: 1=302 9=54 10=33 11=192 12=172 13=172 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-117, 5-8=-20 Horz: 1-8=-6 Concentrated Loads (lb) Vert: 1=302 9=54 10=33 11=192 12=172 13=172 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=-185, 5-8=-20 Concentrated Loads (lb) Vert: 1=-130 9=-52 10=-64 11=-169 12=-141 13=-141 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: 1-4=-184, 5-8=5 Horz: 1-8=31 Concentrated Loads (lb) Vert: 1=164 9=35 10=20 11=125 12=114 13=114 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: 1-4=-184, 5-8=5 Horz: 1-8=-8 Concentrated Loads (lb) Vert: 1=164 9=35 10=20 11=125 12=114 13=114 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-184, 5-8=-20 Horz: 1-8=24 Concentrated Loads (lb) Vert: 1=164 9=35 10=20 11=125 12=114 13=114 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: 1-4=-184, 5-8=-20 Horz: 1-8=-5 Concentrated Loads (lb) Vert: 1=164 9=35 10=20 11=125 12=114 13=114 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:58 2018 Page 2 ID:ta7uotTo57oOtNCWmTn2mQyhggX-ctUgbez4gTRv_vvE0001 os69XAHXcabEfBs_5dzyS5d Standard 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=23 Horz: 1-8=21 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=23 Horz: 1-8=-31 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-117, 5-8=13 Horz: 1-8=41 Concentrated Loads (lb) Vert: 1=-249 9=-51 10=-64 11=-214 12=-177 13=-177 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads.(plf) Vert: 1-4=-117, 5-8=13 Horz: 1-8=-11 Concentrated Loads (lb) Vert: 1=-249 9=-51 10=-64 11=-214 12=-177 13=-177 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=12 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60,.Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=-26 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=12 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-87, 5-8=-10 Horz: 1-8=-26 Concentrated Loads (lb) Vert: 1=-269 9=-60 10=-89 11=-244 12=-207 13=-207 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-117, 5-8=-20 Horz: 1-8=32 Concentrated Loads (lb) Standard Vert: 1=-249 9=-51 10=-64 11=-214 12=-177 13=-177 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-117, 5-8=-20 Horz: 1-8=-6 Concentrated Loads (lb) Vert: 1=-249 9=-51 10=-64 11=-214 12=-177 13=-177 29) Reversal: 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: 1-4=-184, 5-8=5 Horz: 1-8=31 Concentrated Loads (lb) Vert: 1=-341 9=-100 10=-97 11=-289 12=-244 13=-244 30) Reversal: 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: 1-4=-184, 5-8=5 Horz: 1-8=-8 Concentrated Loads (lb) Vert: 1=-341 9=-100 10=-97 11=-289 12=-244 13=-244 31) Reversal: 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: 1-4=-184, 5-8=-20 Horz: 1-8=24 Concentrated Loads (lb) Vert: 1=-341 9=-100 10=-97 11=-289 12=-244 13=-244 32) Reversal: 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: 1-4=-184, 5-8=-20 Horz: 1-8=-5 Concentrated Loads (lb) Vert: 1=-341 9=-100 10=-97 11=-289 12=-244 13=-244 axeg-nmxax«a..raroxmscs;sup;r.naaii wse;;n,mn m;mow rorrxec:Eow:krrx.mma,nwx.,:e d.k:xa:i„r,m:q,lwmkn.ri.xd m,r:.rdx,,skr.kixe..eaFt,ax.xr:ki.aiz.mry f6la-d.Ws-dk-v*ktteok 41. ssstm, ups Eq sx,:,<wxh ssw ksd.egmrgmms.m re.dmnsi:u,mis y rr.:aar ks k nd$drm#tn:egadueetoo.1r as TKI. ts a:gs ka.s xditE' wmwer Anthony T. Tombo III, P.E. d.ud4k ssfx mtkaTwns,.gs.,kmfarkgxsx,moe.x xesxxet qm'x qe ldN'xr angex,u'k xtl ddtk m4drm WMkel ukg,dewrn t. Tk spps.ddae rgd me sgr.N dd.L s; kddagkalef sMge.kWlkeewkxmsMkl4 ie.tmnBrt.d =80083 mwugo<,sd[mnxm. snxnsnwexiot dpxnnsdgidawkiancmi dnxam,asnMswk msruxs dx rdk d*ds.e TnTec axwaok, daM,d k e„kpe,ixsskgs; m.Tx„rAdxkx:: 4451 St. Lucie Blvd. Moen:andke:xomrgmd gnexiiGq l!dti Mdrd lk trz,. Desxe Fgrxis E.(MkiUuf Dnlgw,xLoss 5rsm 6rye dm k nq. FN x,nded ke: xs ss adreenrnt Fort Pierce, FL 34946 efpight 2gli A I iaat Lrsses- Amhoay i.lomho ll6l.E, tep,ei din of this dwomec hay him, is piohigikd rithow6 winen femisshn lrem A -I gaol Tresses- Amhony L lamhe lll; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM FL01 FLOOR 1 1 A0210173 Job Reference (optional) 0-1-8 H 1 2-6-0 Run: 8.12U s Nov 12 2U1 t Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:59 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-442Cp_iamZmc3UQ 18xGL3fFZaf?L3dNurcXe4zyS5c 1 1-3-0 1 2-3-12 i1-3-0 3x3 = 3x4 = 3x6 FP= o f 2 3 4 5 Ti 2611 e # 2t 23 3x4 - 3x6 = 3x4 = 6 7 s 1-2-8 1-2-8 , 1-2-8 ,s 1-2-8 3x3 II 8 9 10 11 19 17 LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) `Except' B2: 2x4 SP No.2(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 10-0-0 oc bracing. REACTIONS. All bearings 6-4-0 except (jt=length) 24=0-7-4. lb) - Max Uplift All uplift 100 lb or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 14, 18, 17, 16, 15 except 19=823(LC 1), 24=704(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1849/0, 3-4=-1849/0, 4-5=-1849/0, 5-6=-1736/0, 6-7=-1736/0 BOT CHORD 23-24=0/1235, 22-23=0/1736, 21-22=0/1736, 20-21=0/1231, 19-20=0/1231 WEBS 8-19=-261/0, 2-24=-1365/0, 7-19=-1355/0, 2-23=0/679, 7-21=0l769, 3-23=-283/0, 6-21=-366/0, 5-23=-201/289 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 22 W1 ve i 21 20 XM 3x4 = 3x6 FP::: 3x6 CSI. DEFL. in (loc) I/defl Ud TC 0.92 Vert(LL) 0.19 22-23 820 360 BC 0.71 Vert(CT) 0.25 22-23 630 240 WB 0.38 Horz(CT) 0.02 14 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails., Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 18-5-8 .19-3-7 PLATES GRIP MT20 244/190 Weight: 93 lb FT = 0 %F, 0%E rk„r,,.w;« a •s r irran;:>n1=r, c+ma1 •:el+ i cnra{r:iaex ^srm::uo sla_w7 mo.1«. a,t c>'ar r rar.a: a , rrhr r: y. ,+inii; w k {,mnt r„n: rf u,ra scrddk r s< :,ter;,, a Quite. a9 s:d:wnM ri#es:W- k qj. 1. IN w W. e{. k:W f.". 44.,b,*4w„k h,*t igo1.00 1- io1w ar rtost,.ar tna °wa;grn .:. wxra s s,:jasu. Mthon T. T bo III, P.E. asAnedia -Los". arrpatsBas.da m,aC"rois.11-01 wak q Lsq.,u ro to a(,te«d sd k aq;Ne ad7N11ugpwdd5e l rnt df: d3r s.sam!>&q. ,ep. a+wrwrbsq uEkbe xsersa€oe;t r to tzOq'h..ywswtanaax i3 was sdwwtle tree#rw pawns ae raaan#de 9wliq [repai ak;r kMaaa t(SGtdlnxdh at St(i me rduadkrnw# .iw: k4mskn .a5hswias#ahssA 1-4-n ?80083 wlw. ice MGMs.r(atngeN ga'sn'nghd;pwaesiMN.'k Lns hsrp fgwsis h. we twrq:es x,w {rrcs kpnw ksAew#a} "` ""'"`' '"'".""' 44515r.Lude Blvd. tMwpkadx:¢:mr.!lLANni7F. Fort Pierce, FL 34946 Coprri}h1 t018A-pool lsnsses Anitnny l.lomha ll., P.E i±psalYUioa cl thislxomsm. irony losm.is Prohibeod.aboes the wdrmn Pnrmissi-hom b-)leol tresses Aolhoay ).lembt ln, P.E Job Truss Truss Type Qty Ply HOMES/ ESTERO BAYv2WRCEB2BLMFL02FLOOR81A0210174 AN Reference (optional) Al MGOr 1 russes, rOrl VlerCe, M 34a4o, oesignqwa i uuss.wm 0-1-8 H1 2-6-0 1-5x4 II 1.5x4 = 3x6 = 1.5x4 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:21:59 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-442Cp_iamZmc3UQ 18xGL3fKsac?LzANurcXe4zyS5c 1.9-4 „ 2-0-0 0H0 Dead Load Defl. = 3/16 in 1.5x4 II 1.5x4 II 3x4 - 1.5x4 II 3x4 = 3x6 FP= 3x6 = 3x6 = 3x6 = 3x8 MT20HS FP-- 1.5x4 II 3x3 = 3x8 = 3x8 = 3x8 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1061/0-3-0 (min.0-1-8) 17 = 1074/0-7-4 (min. 0-1-8) Max Grav 11 = 1061(LC 1) 17 = 1074(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3390/0, 3-4=-3390/0, 4-5=4262/0, 5-6=-4262/0, 6-7=-3463/0, 7-8=-3463/0, 8-9=-3463/0 BOT CHORD 16-17=0/2008, 15-16=0/4262, 14-15=0/4262, 13-14=0/4262, 12-13=0/4179, 11-12=0/2095 WEBS 9-11=-2286/0, 2-17=-2221/0, 9-12=0/1513. 2-16=0/1527, 3-16=-285/35, 6-12=-791/0, 4-16=-1 171/0, 6-13=-259/534 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. CSI. TC 0.58 BC 0.90 WB 0.73 Matrix-S LOAD CASE(S) Standard 10-12 DEFL. in (loc) I/deft L/d Vert(LL)-0.4112-13 >578 360 Vert(CT) -0.57 12-13 >414 240 Horz(CT) 0.08 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 99 lb FT = 0%F, 0 %E r„dynR i.w. 'alra, tutus rsisaaErrdsu mnns:nowirnrurrrxE u:rrnarMha ny w,wewE.:,w e ra. 1100ianrrm.1,Imb.ia.K.le 5W.k. .w d.ixrdN rro.w INlei rowMw sltlr: sidlkaNlx a. `bCNkedd a ,1-hesgE a,Srn.esLagweae iaes.dwmf'D°rq,r.Wsmwertxe d6e p,rt;saxl eyi..mwl,npw:lien lx r. ewyad It siege — fivid wdtTop wlrw In rxk ..piw,, pNNbg wNGiw :pniaer Anthony T. Tombo III, P.E. a udp wero w mi,e erewm ae o,w,g whmNyca n.ua o,:t wd ran mL de x N>Ms 44wxmrttt rken, dam orww+ an r;w,::aNy wg :,n!mwwiuu«ay,u!ke., w<rma 4 80083 netNmgoesig reN[wam. 11e.hsuw:tOCwlmepeCim edo:.wacpc.sanwww;xs Edw,krMmwsru .dw raFmdpim:,.inied sd.nqw,a.,warsdneE,.,.rr..;w,oe:.r.warin„r.«:wts: 4451 St. Lucie Blvd. - Mn.iu eddhaiewmepeN epek mtx[M, dl prM mdeeA lief ,sbedw[gseis K;tMrdx9 ksige,w Ln; Srtks Eryraa ,kaliy.:n:4adeN be. oe mdMla?nt Fort Pierce, FL 34a.4bZt (gyright. 2016 A-1139fivues- Aothooy 1. Tombo 111; P.E. Ittgraionims of this d-mem. N aay for., is p,ahihdd xHom?pe,nitkn germissioa hoa A-1 tool Losses - "ay L Tombo 111; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 WRCEB2BLM FL03G Floor Girder 1 1 A0210175 Job Reference o tionat 0-1-8 H 1 22-6-0 1.5x4 II 1.5x4 II 1.Sx4 = 3x8 = 3x6 FP= 0 1 2 3 4 TI 0gqqq021 20 r rrr 18 3x6 = 3x8 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19 = 1112/0-6-14 (min. 0-1-8) 12 = 1908/0-3-8 (min. 0-1-8) Max Grav 19 = 1112(LC 1) 12 = 1908(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3548/0, 3-4=-3548/0, 4-5=-3548/0, 5-6=-4521 /0, 6-7=-4653/0, 7-8=-4653/0, 8-9=-2995/0, 9-10=-2995/0 BOT CHORD 18-19=0/2090, 17-18=0/4521, 16-17=0/4521, 15-16=0/4521, 14-15=0/4097, 13-14=0/4097, 12-13=0/1250 WEBS 2-19=-2311/0, 2-18=0/1612, 3-18=-266/25, 5-1 8=-1 258/0,10-12=-2281/0, 10-13=0/1930, 9-13=-262/0, 8-13=-1218/0, 8-15=0/614, 7-15=-334/3; 6-15=-342/547, 6-16=-266/65 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. Run: 8A20 s Nov 12 2U1 7 FrinC 8.12U S NOV 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:00 2018 Page 1 I D:ta7uotTo57oOtNCWmTn2mQyhggX-YGcbOJ?KL4hdED3cbrSVuHCSG_zo4NQX6VL5AWzyS5b Dead Load Dee. = 1/8 in 3x4 = 3x3 = 1.5x4 11 3x4 = 1.5x4 11 4x6 3x3 II 5 6 7 8 9 1n 11 17 16 15 14 1.5x4 11 1.5x4 11 3x8 MT20HS FP-- M = CSI. DEFL. in (loc) I/defl Ud TC 0.80 Vert(LL)-0.3915-16 >604 360 BC 0.86 Vert(CT) -0.54 15-16 >439 240 WB 0.92 Horz(CT) 0.08 12 n/a n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 930 lb down at 19-2-0 on top 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 + 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: 10=-866(B) 13 9 4x8 = 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = 0%F, 0%E W91IAnthony T. Tombo III, P.E. tip pn, u'Je wh an Mtl 6! Ik, lyd 'uyrw.ae lrti Re pp IdM IUIN rrfiddsudM 4nt.bMlig6 7- shpe, at6l linwi kwry sM kbnspnMlit/a Ih e,:aq bsi" wt twon Ar%us in saa IOC MYxpeCnr"I pedlars d he k'ap(OW0 Spry 163110 06p10.k1 k l;.9 inr d—e dlrp dpt I"I id'nn @e aspasklmes MAdes d th1 L-4.z sass ksp Eynr nd lassgoM:Wx, nk" a 80083 n<m,«mdy,:ern.n,w pn a rnv.l.dl pmK rnha IR in,. ksy (q« is l-r n, wmg kr,pr, a tns,.r mr Erp r a p t u.q. sn;grd w „r;,r n anal: m.?- 4451 St. Lucie Blvd. Fort Pierce, FL 34946ogpighl'D 2016 A -I Rcaf trrssrs-AetMrry i. labs III: P.F. Reprrinrtia al this Jrrrgeq, inay hrm, is prrAiRitti xe6rul!he nitMn prroissiahen A -I la lrrsns-AtliArry i. inm9e III; P.[. 1e- Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210176 WRCEB2BLM FL04 Floor 1 1 Job Reference (optional) Al HOOT i russes, tort Fierce, rL 34U41o, ceslgn(oaiEruss.com 0-1-8 H , 2-6-0 1.5x4 II 1 "Sx4 = 3x6 = 1.5x4 11 1 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:00 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-YGcbOJ?KL4hd ED3cbrS VuHCPeyg4ROX6V L5AWzyS5b 3x4 = 3x4 = 4 5 1-3 Dead Load Defl. = 1/8 in 1.5x4 II 3x6 FP= 3x6 = 1.5x4 II 5x6 = 6 7 8 9 10 11 3x6 = 3x8 = 3x8 MT20HS FP-- 1.5x4 II 3x6 = 4x6 = 1.Sx4 II 19-0-4 19r3,12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES , GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.96 Vert(LL) -0.35 14-15 >645 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.48 14-15 >474 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 95 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 6) CAUTION, Do not erect truss backwards. BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 11 = 1036/0-3-0 (min.0-1-8) 19 = 1036/0-6-14 (min. 0-1-8) Max Grav 11 = 1036(LC 1) 19 = 1036(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3235/0, 34=-3235/0, 4-5=-3993/0, 5-6=-3692/0, 6-7=-3692/0, 7-8=-3692/0, 8-9=-1084/0, 9-10=-1084/0, 10-11=-1087/0 BOT CHORD 18-19=0/1928, 17-18=0/3993, 16-17=0/3993, 15-16=0/3993, 14-15=0/3993, 13-14=0/2663 WEBS 2-19=-2132/0, 2-18=0/1445, 3-18=-286/16, 4-18=-1062/0, 11-13=0/1440, 8-13=-1745/0, 8-14=0/1138, 7-14=-320/0, 5-14=-725/126 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. pw y.iNauO.w¢¢m .be'IA195!71!c3.,'y1 T;r eFE3111En1i[GnW1t0AiT?OMif7ff;Y[4:ijrAii'Me. In* kvppw*,W mix ,a Us 1-0.ny Dn,iggAC;MM 1M41. Ink W. t.(-10—ii e.. I&, w. Eekss o#n.iu s.ki rCe RO. ulf '. Iklai.,aeM tlar:seoW«sawwlccxWraa.t:aLnsanrs(gmsa{_:.. slmds BpreT pe,dar}rx rga:an.a:sprampa<::b drpaxryrnprdiM lx lkx,y,a;a#ias:/gmdahlo/ah.aio tn.lr:a:gsn:.yaa:. paq waaa,ana n Anthony T. Tombo III, P.E. e at.uaMO.." I r.11.13a' e, 80083 In Bza.i Wsiperwtakm. [o al sn.dnlC iOC Ntlu pefgn Mir etndle. Wi f.¢Iae1 Loh NxwAa IlSEldi,ialk lS atSlG m,dn ta.xapar.. tnl o<ra,sW sya,aiur, waa„sals lr.s.x,Rw.',.,: r:a' w.a lnu paa.a,«,.dn, 4451 St. Lucie Blvd. dk!.na andhtia.xtyw paa x!Ra l!al pr.n hard IW1u,on:aG7adx is E Ia. WIN!q oesipn,aL'u Srsxa hsn au: WI11q Yl eryad.d as, aan dalMximl. Fort Pierce, FL 34946 appiRBD2Qld R-i Rani Lasses "ay L iamb. ill, 11 Repsaduniaa al riffs dwumam,i.a.y krm, is psobihoad vifhoul the.ninenpemissiafran A -I IaA Tnsses-4!thoey i. EomhallU1. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210177 WRCEB2BLM FL05 Floor 2 1 Job Reference (optional) Al r(oor I russes, Fort Fierce, t-L s4tmo, aesignLa iuruss.com 0-1-8 H 1 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:01 2018 Page 1 I D:ta7uotTo57oOtN C W mTn2mQyhgg X-OS AzDf?y6O p U rNe p9ZzkQ U kgaOK2 psug L95eiyzyS5a 1-3-0 2-0-8 1-3-0 0 H-8 Dead Load Defl. = 1/8 in 3x8 = 3x4 = 3x4 = 3x6 FP- 6 7 8 9 3x8 = 10 3x6 = 3x8 = 3x8 MT20HS FP-- 3x3 = 3x8 = 3x6 = 3x3 = LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.63 BC 0.80 WB 0.78 Matrix-S DEFL. in (loc) I/deft L/d Vert(LL) -0.38 14-15 >643 360 Vert(CT) -0.52 14-15 >468 240 Horz(CT) 0.09 12 n/a n/a PLATES GRIP MT20 2"/190 MT20HS 187/143 Weight: 101 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1109/0-6-14 (min. 0-1-8) 18 = 1109/0-6-14 (min. 0-1-8) Max Grav 12 = 1109(LC 1) 18 = 1109(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3560/0, 3-4=-3560/0, 4-5=4584/0, 5-6=4584/0, 6-7=-4584/0, 7-8=-4584/0, 8-9=-3558/0, 9-10=-3558/0 BOT CHORD 17-18=0/2084, 16-17=0/4376, 15-16=0/4376, 14-15=0/4584, 13-14=0/4379, 12-13=0/2085 WEBS 2-18=-2304/0, 2-17=0/1632, 3-17=-257/0, 4-17=-902/0, 10-12=-2305/0, 10-13=0/1629, 9-13=-255/0, 8-13=-908/0, 8-14=-135/655, 6-14=-346/44, 4-15=-135/660, 5-15=-351/43 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. xrrd.l Bwen.wdn .n.•AI@gflmsrs; a 0311I'MIsION1111 Assmron,IR rurr;rtmd:errr tm ampmwsdmtwa, ,t„„h, ow.q Q4;adn Too., 1. t.. hs," .—now.00tM.n wleksow.IM.s:xa oz. xa, ss'aewwrdd n:.rrw: ow p ly ra,. a..,ans.r n alwwrsos rq.nmr w.cep as p..d.d.gwyri.-yw•:am.twrrsspanes nI .: ogeedwne toe 10- mt_ Anthony T. Tombo III, P.E. of mdns5w, m,.se M ,ry+iu4ltdh g..a,ka..e rwdwnw gedn ne MAet k sw,'r3euwe+ldnt nr l0(sfnr bi rRltigdrd Rat. Ik gpmldbr lgld M d.udlM lx, edxyFnAq Ynep esni¢A.mlmywi kne.uBRtd 80083 ReNidga•.upwwelwkenr.ARwhssd.dreml0Cw/4epeMUMyuNedRH llq(rgenYSShHxe.s.MSPipINkIMP'WNUr.rtk.rdirprdpilaelrFledrcc&rtspsiYWv,wltlKrdMLs,, r,t.,,e<:ds s...iiRssa r,.d.ss 445;St. Lucie Blvd. eAawnr RAm/xr:.anan.p qw er maen, wt pores nnhN. twlrr., enp fqv hKllkkiq lkcip",riLws"hry w OwMUNI. ulegedeli—row ARM WIN 1. Fort Pierce, FL 3494b opyriglt0241441 Root bosses AntlooyLlamloill,f.I. Repsoiunion of tkis dmumeo. iaoay form, is prokilite/whoutio written permission loom 41 loot bosses- Aetloay 1. lambn lll:p.I. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210178 WRCEB2BLM FL05G Floor Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fn Jan 5 10:22:01 2018 Page i I D:ta7uotTo57o0tNCW mTn2mQyhggX-OSAzDf?y6OpUrNep9ZzkQUkjZOQopzkgL95eiyzyS5a 1-5-12 30 = 4 30 -- Plate Offsets (X Y)— [1:Edge 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 946/Mechanical 4 = 946/Mechanical Max Grav 5 = 946(LC 1) 4 = 946(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/1204 WEBS 2-5=-1418/0, 2-4=-1418/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 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 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-300 Concentrated Loads (lb) Vert: 2=-936 w: r mua£r'Atr^'r.'mSs; su.u"Roll'ttt`tm t > "i2 D1x xoA:: tm'ero raMln r u rnaei xw ,r.ate.q.,x+ qt¢£;n tu+na'ra»ntt bbmrstretednn aas innrisrmw 't4,wf edy ra-t<s>~roA.tePxC.raut.t x:erc,.. x,eramrrco.rsCe:nn:epm.atupder:wr.xly.:pmwu,rdetr::px>x,t,tn.e(ledatl.r t atnttxas¢aa.ptr:taagCMtRmsad'#! MthonyT.ToroboI:`,P.E. sin da r ua C?s iqu t pawn dCa ,a e. :.a.urpw.rrr y ,as «nsa a, kx au,a ,re IN I yp.w:mt .comas die: t.n*fwa ac ,ma..rk i wrrs raa€ # 80083 k r .4K'adtmaaa s , sea.n.r.£aKb.piv"*r o.0a,weyt. sdnwn"Wrt isaa: Nitasx; rAymsdrprdpipe,tM1'is .s#rt w. 5arsoikasRMF•ns3.. .fm.P!4gfgwa imshideeann,N.ss 44515r. LadeBlvd. Cta-.iueaw .t w m.. n. Cigp dpAn . l.r•msd..grtgxu nAW a. Waq$.W'. T— Wm Cn aCsai. ;.> +nc:Rrx datna- Fort Pierce, FL 34946 Copyriat il: 1816 A-1 £wl LCssas-Anlitay l.laeho lll, P.E. IiiFoduaioa al this da-M, is City tore: is prohihittd.ithaat the wisto perossia hom A-11W hems-AdbaCy l.1=611IJ1 Job Truss Truss Type Qty Ply HOMES / ESTERO BAY v2 WRCEB2BLM FL06 FLOOR TRUSS 8 RYAN 1 A0210179 Job Reference (optional) 0-1-8 H1 2— -" 1.5x4 II 1.5x4 = 3x8 = 1.Sx4 11 s o I 0 III 11. o. 1Zu s rvov I ZV 1 i MI i en mausines, Inc. rn Jan J 1 u:zz:UZZU18 Pagel I D:ta7uotTo57o0tNCWmTn2mQyhggX-UfkLR?OathxLTXD?jGUzziHgsofwYKXpapgBEOzySSZ 130 2 12 2 13 Dead Load Deff. = 1/8 in 3x3 = 3x4 = 1.5x4 11 34 FP= 1.5x4 11 3x6 = 3x6 II 5x6 — 34 = 3x8 MT20HS FP-- 3x3 = 1.5x4 11 3x6 = 5x6 = 3x8 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except` T1: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1086/0-2-12 (min.0-1-8) 20 = 1086/0-6-14 (min. 0-1-8) Max Grav 12 = 1086(LC 1) 20 = 1086(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3464/0, 3-4=-3464/0, 4-5=-4395/0, 5-6=-4395/0, 6-7=-3934/0, 7-8=-3934/0, 8-9=-3934/0, 9-10=-1162/0, 10-11=-1060/0,11-12=-1162/0 BOT CHORD 19-20=0/2036, 18-19=0/4230, 17-18=0/4230, 16-17=0/4395, 15-16=0/4395, 14-15=0/2820 WEBS 2-20=-2251/0, 2-19=0/1578, 3-19=-255/0, 4-19=-848/0, 4-17=-162/606, 5-17=-305/43, 12-14=0/1543, 9-14=-1833/0, 9-15=0/1232, 8-15=-290/38, 6-15=-874/3 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 19-11-4 CSI. DEFL. in loc) I/defl Ud TIC 0.66 Vert(LL) 0.35 17 682 360 BC 0.82 Vert(CT) 0.48 17 494 240 WB 0.75 Horz(CT) 0.02 12 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 lb FT = 0%F, 0%E Anthony ragq-Fry drnk¢rewr de'1 11 4f?@£S'Srl:l', siC3Fi 17Y56:1c6iIf AS('A?OY{i&}:r^llCti:Ytf4ro11:ki ke. lerM/dnip p;msMs oisd wds ritic lnsskfgs Aery;1@9 wilX lelpgl.Innld;r.F.leknvSwY. Mare v_hkv MMrin xdelndt?!i,,W Yii!ksvreGn d ssugkesN trds'ECnknhA. lsrUr.,O:sa Ega!sis,Sp;nh Fsplra des wattW rgmnlsrx;CpaCdbr pde.ssnfeMoxrgraprdiMl M'k ksgddesktre.(q sNndelDh nlr mn lfll. tea.narpns gelq wknes, smaanr' zt T. Tombo 80083mYIII, P. E. aul:Ysa: ntddwdepx n. nlpserasgneklY:Ifsspneel Sdsh idxxlan usq lydrl lrn IWAns9eertnbard ilfrFi WgYi80083 uaaMsm«>nnMaelgl;rnai yetgndr?ppahapmnd.sk>Itnn,,Aeeaflasrl:Fra<kinyOnipa,nLnsslydes[.rnrnuq. w:yrfenlMx:mr. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 ryyrigMD iPid Ad lwf 6rsns AcArryLirmhr lll. P.E. Rwlductiar of s6is danmo-rt, irarp form, is prli itad wYpartila wriner inmisimahom Ad lwf 6rins Astharr Liomhr lll: P.l. Job Truss Truss Type Qty HOMES/ ESTERO BAYv2WRCEB2BLMFL07GGABLE1Fy1A0210180 AN Reference (optional) Al Roof Trusses, Fort fierce, FL 3494ti, oesign(inaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:03 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-yrljeLI De?3CShnBG_?CVvq?5B17HsbzoTalnrtyS5Y 0-1-8 H ' 2-6-0 2-5-4 i 1-3-0 i 1-3-0 1-2-8 0 1-8 1-2-8 , r— —} 0-H-8 Dead Load Deft. = 1 /16 in 3x4 = 3x4 = 3x3 = 3x8 = 3x3 =3x6 FP= 3x3 = 19-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0.12 25-26 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) 0.21 25-26 583 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.02 23 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 98 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 22-23,21-22. REACTIONS. All bearings 9-5-12 except Ot=length) 26=0-6-14. lb) - Max Grav All reactions 250 lb or less at joint(s) 15, 22, 21, 19, 18, 17,16 except 26=651(LC 1), 23=1569(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1562/0, 3-4=-1562/0, 4-5=-1562/0, 5-6=-1562/0 BOT CHORD 25-26=0/1115, 24-25=0/1562, 23-24=0/1156 WEBS 2-26=-1233/0, 6-23=-1865/0, 2-25=0/494, 6-24=0/552, 5-24=-318/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 846 lb down at 9-1-4 on top 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 15-26=-10, 1-14=-100 Concentrated Loads (lb) Vert: 6=-846(F) sros}-rkn, skao' zska dr7 t er.-ranssrsit:x. ttaam-x unzx>;ns (rser (1asr;::sr rdtue(' ko.. Mdr Nr,tt,r. (,; a (-, e;a ,.ri(ur i s tom. (:,tt»m: r: rx,- skekb..,. ft.:,W>w raw as Nc#;.—*0'wi nsr(. 6.1CpkN,dd. ts.t ss Dr.4Egnw ,:'pcmr*„u;IN. Anthony T. Tombo III, P.E. giftl ss(kr.3.uque„ra+:urm.a +u,.k,e.sx .wragmxa dgs:kk,rm.d,m,ex>prwxroquaai n i.tvy nakk,(M*r:k a n,..ay ny.:my,,: .rn.u,skww«+yr - 80083 a s sn y mr „ ry>x.ssaMttl. AWkeFx :salg#msor. wamp(,a isle rd... 4451 Sr. Lurie Blvd. xricr d,InNs..rSrJ reN?iakaiAkli}ura!ies.*A Fort Pierce, FL 34946 topyrigkt @'r Fild A-1 [ant Unsus-Antkeayl. lamka lll, p.L iepwda(tian at this duamam, is aay (a,m; is prakihihd risbaanhe w,l(itl ptrmis E; i him A-1 Is a1 I,ussRS ACIXa&I I.I9aSP III: P.L Job Truss Truss Type Oty Ply RYAN HOMES / ESTERO BAY V2 WRCEB2BLM FL08 Floor Truss 1 1 A0210181 Job Reference (optional) N I rxoor I russes, ron rlerce, rL -- Aawo, oeslgnLa itruss.com 0-1-8 H 2-6-0 1.5x4 II 3x4= 1 2 14 13 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:03 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mOyhggX-yrljeLl De?3C5hnBG_?CVvgz3B_XHuCzoTalnrcyS5Y 2-1-0 D 6-D r 1-3-0 -3-$ Dead Load Defl. = 1116 in 1.5x4 11 1.5x4 11 5x6 = 3 4 3x3 = 5 6 7 1.5x4 = Le, 11 10 9 8 3x4 = 0 0 4 8-0-8 0-114 -3- Plate Offsets (X,Y)— [1:Edge,0-0-121, [7:0-1-2,Edge), [13:0-1-8 0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.14 11-12 >759 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.22 11-12 >468 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 47 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 482/0-3-0 (min. 0-1-8) 12 = 482/0-6-14 (min.0-1-8) Max Grav 7 = 482(LC 1) 12 = 482(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-800/0, 3-4=-800/0, 4-5=-437/0, 5-6=-437/0, 6-7=-442/0 BOT CHORD 11-12=01752, 10-11=0/800, 9-10=0/800 WEBS 2-12=-831/0, 7-9=0/580, 5-9=0/317, 4-9=-838/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) 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 sruq. flev Ilrmlhreruti 6,'A I101E?IeScS'Si;i3'; 5l13A1 IFUS A[ADVIS MT0M (* F.r) Uo--fn *wNr pre. rid w,, n fts Lnt 1np Onry!fDV rJ 1k smg 1. lamb M.? FAft ur Skr.I xt - Wns dkm— Md m Me o. ap 141tioimkm delrs sbdlkrsdfrnr-Aenkraa_A,rtre, om.a tq®srt:,`•p:rAS lgAesdnmr mo gn,ms.n;rt rraxw:sw,isgox r,.:aa:nsrxmpdrmr :Igoe^aTUA NwrmlrnWn:.go ;, ud%.nawa .dmm Anthony ' ; TW-4kTmkwdrmD—'S1A.uk"rpewd4tuff k,1KWwkmim4aTN1.TkW,401e1UWwfW,w0skTmiTombo iiI, P.E. 80083 w blfq avpr wi[ xna9r AAmhs u!Mr1f 101 m/e pnGim nl piedxidRwmq Ggn Sdeh lduwWMSAIdYsklhT dSRU rk rdrwtwpsd pike 1M1l idrcsAe nspesdimv, a/Eiokdlkl-:.,A:,;pr, n,s In!* bq...i lnsmdairr..dm 4451 St. Lucie Blvd. e9rwns mFadl.eimnatgrmgaewma/r dlp: nes hrdrN. la fn..INp Eger is kItlewx onipr,a Ln, kdn EyYkr drn MiNy. mnlni+d:rz;ne Mm/oT1. - tort 1 St. L ci Blvd. EspplyAtD TOId d- IRwl Gnsses AnlhonyLlomho lll, A.E. Repinisainnnithis dnsomem, in nny form, is prohilited wdhomthe rsilRn iermissiealwm 4.1 lool asses Arthnoyr.h.belll:A.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210182 WRCEB2BLM FL09G FLOOR TRUSS 1 1 Job Reference (optional) A KOOT I cusses, con rierce, rL svavo, aessgnLd I uuss.wm 0-1-8 2-" 1-3-0 H 1— 1.5x4 II 1.5x4 = 3x4 = 1.5x4 11 1 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:04 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-Q1 s5sh2rPJB2igMOghXR27M93bNyOHa616J IJHzyS5X 2-54 1-3-12 —r 0H8 Dead Load DeB. = 1/16 in 1.5x4 II 1.5x4 II I 1.5x4 = 4 4x4 _ 6 1511: NE L e• c 9 B 3x4 = era = 3x4 = 3x6 = 13E 0 4 Plate Offsets (X Y)— 1:Edge 0-0-12] [5:0-1-12 Edge] 18:0-1-8 Edge] 19:0-1-8 Edge] [11:0-1-8 0-0-12] [13:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.19 7-8 664 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.25 7-8 492 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 53 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* LOAD CASE(S) W1: 2x4 SP No.2(flat) Standard BRACING- 1) Dead + Floor Live (balanced): Lumber TOP CHORD Increase=1.00, Plate Increase=1.00 Structural wood sheathing directly applied or 6-0-0 oc Uniform Loads (plf) purlins, except end verticals. Vert: 7-10=-10, 1-6=-100 BOT CHORD Concentrated Loads (lb) Rigid ceiling directly applied or 10-0-0 oc bracing. Vert: 5=-846(B) REACTIONS. (lb/size) 7 = 1297/0-3.8 (min.0-1-8) 10 = 691/0-7-4 (min.0-1-8) Max Grav 7 = 1297(LC 1) 10 = 691(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/0, 3-4=-1712/0, 4-5=-1712/0 BOT CHORD 9-10=0/1215, 8-9=0/1712, 7-8=0/1479 WEBS 2-10=-1343/0, 2-9=0/815, 3-9=-425/0, 5-7=-1931/0, 5-8=0/257 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 926 lb down at 9-1-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). tr„ y-rw a.w rd.M Ira rma rcreaTll:unsaann,mrnr larrurc.:roeurrM.t k,rr +r r•,wa:r:,a,q,ewrynac:w+atwwrt. lease u:r:Wfamsr.td.ew.rn.,* Ihl,iaw-w pMs se.wHNM It TChlt rdd A,. hrs sg Egm-,i e. Fep.wT Oe,dwutr,gme,sww;epxetMpdr.,.w wr.eriy mtnMMkd;rdlk s.e tM,IryW wtklab hwo mt rsew,ip c:+pow:, hw-r,NGiw,. ,-Mcn Anthony T. Tombo 11I, P.E. o<mdor,i,nskntatlrvno.mwnm.pol4Cr.-,6,On-uMmwgn.uMMll anwe,hMwhddM MlblMfirMeiilsgwrwrnTMypwddMialwt.,fiw dMr,:,:vaNw, .s,..p:sdm.wk.ywWr*r«pwwmd 480083 M Uilfpaesy-w(w.a1. 1-h, sews NtmiMpu'km NpMiM,dtdMil4q(ngwnl Sd,h idusdiwrN5ri pl.fkf l( rped In acid- tMpeeirww- Inre.nnMasp„dYM, wlmiwsd Mhrs, Ihvpm, r,e, enip',-Ek—sei nnn h..u. win 4451 St. Lucie Blvd. eAnvM wfiMhs;whml,peN ywhwMgy 01W. W4 tN rr,skcw Espw is ACEMW.wiq.esip- lrn,Sr,b EryM-drq N.dlq. Ll ny.deN.rr;-..s NXwl-irF7. Fort Pierce, FL 34946 opyrightD 2011 A-IRa-f Ts.sses- khoop L lamb. ill, P.E. Repularlio. of this dwomort,i.m.farm, is piobibitad without..he.,itea ferwissim hom A-1 [act Imses- Aethaby 1. lanbe IIIJ.L Job Truss Truss Type Qty HOMES / SEAGATE v4 WRCEB2BLM FL10 ROOF TRUSS 10 P71YRYAN A0210183 Reference o tional 0-1-8 H 1 2-6-0 1-3-0 3x4 = 1.5x4 11 2 3 o." .o1—is—r'-1r nn muusuias,"' rndan a iu.i: tizulo rage ID:ta7uotTo57oOtNCWmTn2mQyhggX-d6n4P1 Mu5ApNjLXAzyAFsBXodVkkObEpyOKtv4zyRju 1-3-0 0048 30 11 1.5x4 11 3x4 = 3x6 = 4 5 6 G• 6 9 8 3x3 = 3x3 = 4' 6• 3x4 = 3.8 = Plate Offsets (X,Y)— [1:Edge,0-0-12] [7:0-3-8 Edge] [11:0-1-8 0-0-12] f13:0-1-8 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.19 7-8 >668 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.17 7-8 >753 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 55 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7-8-6 oc bracing. REACTIONS. (lb/size) 7 = 564/0-7-4 (min. 0-1-8) 10 = 571/0-7-4 (min. 0-1-8) Max Uplift 7 =-294(LC 8) 10 =-296(LC 8) Max Grav 7 = 564(LC 1) 10 = 571(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/1603, 3-4=-1188/1603, 4-5=-1188/1603 BOTCHORD 9-1 0=-1 163/944, 8-9=-1 603/1188, 7-8=-1201 /974 WEBS 5-7=-1062/1312,2-10=-1044/1286, 5-8=-547/291, 2-9=-597/332 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=3.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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 7 and 296 lb uplift at joint 10. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard as"er-Elmo tlex¢Irn« WA I IM6rOOBinum(JS'nd{'Wff 2(CBu6i(Bilt;lr Irs. IrriyMlp pxu+dr,ml,ml w4,aeis ins,ksq"Bnry!IBB;mdM 1.MgI.labIB.1.Idsm'"Sim!1"Me ru. kkss rdrxiu sztdmee IBB. mM W1'isasers"ddes sell u"ufMB"'BCekrdd.4 T ., Bmim Fgs+ as, sBf E.ri"me, A.'al ms TO sgrtsMsm"'grs' des Faunae I ¢iau.,"eax hp d & *T . tggtl a ne TH.1,,..IN l Ix a.q" spun,, ee"hr mlam sMtli!n f al ned Cu mlz m'B'VW M gms' mrd46 .,Mfl.mr7 Mrvm gsor 4kJ/egB-.Te,u'k meddM Y.,&IBINee bi idlYle/edlill lk gp d det 101W pfidi dM l.ss; sdriq kekq slrrye,esWa4 sNik4 Anthony T. TOmbO 111, P.E. ee kBfel Bes m mi ("spgs. ABme dmla lOCd;ler""s'u"sMriJdsesdriekdl; GspbsSssh a"tiw,;HS4bfee"p!. dSinws:ammW 1M1Iid'ses&n sedkndMasd Ura S 480083 AarkeMWN' f"tlstgngmenma lr,d "'NN. Im Iris Bixm gm knps,'ms k.ipreswlntteWh;ln s,.&s•. rrm, n [g.«i,rrtar uyBKrn.,,atncsrmF".rdm y.m ga wM.;c"naanx:mt. 4rt Pier , FL Blvd. Fort Pierce, FL 34946 CePpi16lD791d A-1 Raol Lessas dntbony t. tanho il; P.E. Repsodudim!Bf this dommeq.iB say bras, is Probibited sr3houtTk nilknfermissioa Gem A-1 Raolfirssos-Amboy t. Tumbo Ill; M. Job Truss Truss Type Qty Ply HOMES/ ESTERO BAYV2WRCEB2BLMFL12FLOOR51A0210185 AN Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:05 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-uEQU312TAcJvK_xaOP2gbKvS U?oVljYGGm3srjzyS5 W 0-1-8 2-6-0 1-6-0 2-1-0 1 1-6-0 0 1-8 Dead Load Defl. = 1/16 in 3x4 = 3x6 FP= 3x4 = 3x6 = 4 5 6 7 8 9 10 11 3x4 = 3x6 = 3x8 MT20HSFP= 3x3 = 3x3 = 3.6 = 3x6 = Plate Offsets (X Y)— [1'Edge 0-0-12] [13'0-2-0Edge] [17:0-2-8 Edge] [19:0-1-8 0-0-12] [21'0-1-8 0-0-121 LOADING( psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.25 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.34 14-15 >733 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 18 = 762/0-6-14. (min. 0-1-8) 12 = 75710-3-8 (min.0-1-8) Max Grav 18 = 762(LC 1) 12 = 757(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2467/0, 3-4=-2467/0, 4-5=-3244/0, 5- 6=-3244/0, 6-7=-3244/0, 7-8=-3244/0, 8- 9=-2487/0, 9-10=-2487/0 BOT CHORD 17- 18=0/1436, 16-17=0/3058, 15- 16=0/3058, 14-15=0/3244, 13- 14=0/3068, 12-13=0/1465 WEBS 2- 18=-1588/0, 2-17=0/1139,4-17=-654/0, 4- 15=-68/489, 10-12=-1609/0, 10- 1 3=0/1 130, 8-13=-642/0, 8-14=-77/481 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. wn,; r-rx..mwaa».he.ima5m«a;s: r03uiiuneawn_x,moxrrorrurcrcmru:nrr..kd mrwwr,aerarae,ay,iw„e yam.spec;arhrd,Lr.ku:r.1a.1—simokft>v.rkwd .w ddaalco.a W1a— eam 0d-1ie.aliwhrrowkrdd k./.rskse rymwii e_ wtik hsNwmr i00,gmu»,sw;grwcrdk.prrt:siad nrkxryrnprmkrM3e ksgdse;ykin..;Wnlwee taAaM. win ml. Ik ksg.+;:•gnas, usq,ukws. sadddAt Anthony T. Torsbo III, P.E. of nedk afx ms bftq' k npnatin dh 0—,ko—".6rime gednhhllyDpe,kie uded dn. 6:,M p(weklnl w Itiq.ddlP 1. kgpwddki0l vE effwUwedklr•ss:i.hGgk.dst,kge, i,kfd'wwiknar wd!kkwsp.seedrd a 80083 k kl6q ksyxr we (anMw en aasmM:klocrakpameswpwdkw!kresanid..ernams pu;keki wesru..rdn vkrpawi peR. mire e. wyws rkawe+k,ahlws; vpe, tins oe•ys:q.aai ins, ks+a,.dw, 4451 St. Lucie Blvd. r1lnMw kfmdNeianwt epaegwmrikd Yr r9 µrow gn6eA lklret: kva Fgx.xur:Itl. Rnky ksipa.wLr,sS.fiwFyMn dea, YRlihr. dO,gIM¢N'ws; mrnkkelaml. Fort Pierce, FL 34046 opyripht92016A-11. 3dfusses-AnihooyLlombaIII, P.E. Repsndwsionoftlisk—am,ioany form, ispn6ilitesiwitiout-,6•rittenpmmissinfrom A-1 Roof Dosses-WowyLlank11).P.I. IF Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 WRCEB2BLM FL13 Floor Truss 5 1 RYAN A0210186 Job Reference (optional) n, nuu: i,ua , 1— t-ICSI.G, rL .reawu, unssynLa iuuss.wm 0-1-8 H1 260 3x8 = o t 2 3 rcun: o. izu s Nov iz Zul i t nnt: tl.izu s Nov lZ ZUl / mi I eK Industries, Inc. t-n Jan 5 1U:ZZ:U6 YU18 Pagel ID:ta7uotTo57oOtNCWmTn2mQyhggX-NQzsH N35xwRmy8W my6Zv7YSWIPOFU6kPVQoPNAzyS5V r 1-6-0 , 2-3-0 1-2-4 Dead Load Deft. = 1/8 in 3x4 = 3x4 = 3x6 FP= 3x8 = T1 4 5 6 7 8 9 T1 10 11 M*10 i 1i tNtrwt wiwlnt—ra eee 17 16 15 14 3x8 = 3x8 MT20HS FP= 3x3 = 30 = 1.5x4 SP= LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or,5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1131/Mechanical 18 = 1131/0-7-4 (min.0-1-8) Max Grav 12 = 1131(LC 1) 18 = 1131(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3653/0, 3-4=-3653/0, 4-5=-4762/0, 5-6=-4762/0, 6-7=-4762/0, 7-8=-3649/0, 8-9=-3649/0, 9-10=-3649/0 BOT CHORD 17-18=0/2131, 16-17=0/4513, 15-16=0/4513, 14-15=0/4762, 13-14=0/4518, 12-13=0/2130 WEBS 10-12=-2355/0, 2-18=-2356/0, 10-1 3=0/1 680, 2-17=0/1683, 9-13=-257/0, 3-17=-255/0, 7-13=-960/0, 4-17=-950/0, 7-14=-110/729, 4-15=-116/711, 5-15=-338/19, 6-14=-400/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 20-9-12 20-9-12 12,Edge),[19:0-1-8,0-0-121 CSI. DEFL. in loc) I/defl Ud TC 0.67 Vert(LL) 0.41 15 609 360 BC 0.86 Vert(CT) 0.56 15 443 240 WB 0.80 Horz(CT) 0.09 12 n/a n/a Matrix-S 6) 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 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 13 12 3x8 = 3x6 ::::: PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = 0%F, 0%E Fosry.11ms r>dph ie.iee be'flur.'7eUSi=>;'RIi9"t:E<Jlnit'EtM1..tA,*. t.' rNl: i;. htnem ibxkhmne br'ns; cMrs.,a"`i rile ft8.uh W`. d:1wxM YlSik3lei fa &IDtkxrdd F tT. Sk::11p-e. Sp(IUr EONItx ktld Nwrlbbrnr lxn welellw`3 hl xdetiaed etpwxornywS6dp Ee Yb dkt ua: u,tM1E...b aa,tvt.iaw..kt ,ae..:w.rrreaxab y t.x.xs, war,a, wml ;m i;n-rr, `' t,. t.mrrBm, ini.bkign:ravxra.rs.swae. R^Y as.r trptMdtie lS dle:,ni,>Kay diy, wrcp,uxtkwrs,eras Sid:k Ne ww mt•ti ifior: T. 80083 li;, P.E. bw* tsh4trW(M.l,. U ten Sdtgnle M.9 f. f# Wp4mis 4.* whas b"aws;f#s fdxewwt{E1['rdtYttib .m SKrn A-4 En ptxd p P7. itxtiit,t wSws to t sn t'ae kni - 8UJ83 slaabMlxdiitEtarJ qxi aw.nnggtr pnei;<,a.K 1rt E,nS Nt>q,Ewxxn Ni at :aiow.x rmi:,ike knre!t4ap. uxr xi;re mn+€iuln t. .En as1:. E,prx.esmi taax,e 11 44515t._ud, Blvd. fappri451 i918 A-1 ttti isessns-Antb"Y I ttwbt iil, l'.E. ttprodnnitn nt ibis dtomat, in teq lww: is probibittd eilbonl lbt-60tn pinr ssi-how A-1 Red Trossts-Anlbertp 1. tambt ill, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES/ ESTERO BAYV2WRCEB2BLMFL14FloorTruss61A0210187 AN Reference (optional) Al moor i russes, run rierce, rL J UffD, UVblyrlLl.d IOUDJ-1II 0-1-8 H i 2— Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:06 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-NQzsHN35xwRmy8 W my6Zv7YS WnPOTU6YPVQoPNAzyS5V 1-6-0 „ 2-1-0 1-6-0 3x4 = 3x4 = 3x6 FP= A 5 6 7 8 9 0-1H-8 Dead Load Defl. = 1/8 in 3x8 = 10 11 0 21 0IF 3x6 = 3x8 = 302 MT20HS FP-- 3x3 = 3x3 = 3x8 = 3x6 = 1.5x4 SP= LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.42 14-15 >598 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.57 14-15 >436 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 104 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` 6) CAUTION, Do not erect truss backwards. T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1136/0-3-8 (min. 0-1-8) 18 = 1142/0-7-4 (min.0-1-8) Max Grav 12 = 1136(LC 1) 18 = 1142(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/0, 3-4=-3700/0, 4-5=-4866/0, 5-6=-4866/0, 6-7=-4866/0, 7-8=-3729/0, 8-9=-3729/0, 9-10=-3729/0 BOT CHORD 17-18=0/2154, 16-17=0/4587, 15-16=0/4587, 14-15=0/4866, 13-14=0/4604, 12-13=0/2199 WEBS 10-12=-2415/0, 2-18=-2382/0, 10-1 3=0/1 692, 2-17=0/1709, 9-13=-254/0, 3-17=-257/0, 7-13=-968/0, 4-17=-980/0, 7-14=-1181720,4-15=-103/734, 5-15=-345/14, 6-14=-338/21 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Meuq.H—Mrgllrw:ee W1 I MO. WSFSi iir;Q3At run Lu%P=$V740Yi Wfri Atnowumwwr Iwo. Ir.bbopµsMr of rM whr rots In, Inp 10"ARI "Ilkto"Ltw'k#uLr.;. 16— Seet#e M. 6hss&—straw w Re rW.d join 1""00, M kas*N!a kead.Asetrnr Detp tyne ii.e., 14-:t bpwr'6"M wpt0ergmm,—r—aa troww!eg—,q"pcedn t. k trsgaRs.01—hFaww WOAw¢— W. T"Vp copse;, wiry.ft—$,Wdy Anthony T. Tombo III, P.E. sneak sn it w}dw k eywsk!ararD.sn,kc.wi Mm,ee qne kwumr D=.ipe,u 3e udMaa n..ae 10(ww6xwupwkMmt. Re ypwaanr tDlm w; fia+ adr T:.u:omlyks&q, sl.ge,.:ta row kw: su!hkr<yw,iHrt!d - 80083 k WiNpD•siper witnaeae. AD wps sdMsklOCdkpesnws ul rH.iawcdtfe4il¢g 6pmnl khh IrtrtwMSOM6!ses1.WSSA setae awprapaae mteeDwskaywwwnmaMsa!vt ri.as r,*ins Dags s;ow, witwsrraae e.,wns 4451 St. Lucie Blvd. aM+ iwkfdNetwa.l epripw'e wog l:xtpan Nwhrt. le Ta. OWPIq— is K,( k W.uug ksgm. 1". Siam Wpwe aw. "Ni" All agwml;waswenldWlcmL Fort Pierce, FL 34946 CpyrighrD 2016 61"Tresses- Aa6any T.Tambo IIIJ.L Rtprodunin at this dmomem,io nyfor., is p AiWed pitdwu6e amen permissieo from 4 1 Roar brews AnthnnyLTamb4111jJ. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY v2 WRCEB2BLM FL15GE Floor Truss 1 1 RYAN A0210188 Job Reference (optional) Run. o. izu s Nov Iz zui i t-nnc u.izu s Nov 1L zu1 i Mi Iek Industnes, Inc. Fri Jan 5 10:22:07 2018 Pagel ID:ta7uotTo57oOtNCW mTn2mQyhggX-rcXEUj4jiEZdZl5yVp48gl—pjpZpDIOZj4YywczySSU 0-H-8 3x3 = 3x6 FP= 3x3 = 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP:: 3x3 3x3 21-1-0 LOADING(pso TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017lfP12014 CSI. TC 0.08 BC 0.01 WB 0.03 Matrix-S DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 19 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0 %F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* Wi: 2x4 SP No.2(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 6-0-0 oc bracing. REACTIONS. All bearings 21-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t Nos ke .:mex dr'!tE'ri•DSi:S{SEtiTkppeE'fbl'i{DM:1.'+!SEpi@4 "idRn Y.Sb1?:ED6ofMl'hra, sn:hk iemNnseirM rk:wCEs?nrs[rip dr.i1DF`rd irl f#nl.'uv.IN:tl10— sin? W. ne. mu dwvse pdeia#r rGD. eiv m:d:e.rerpkp M.kn»Ercs lDbn>trcu... r s&.4E r.pcaN}Eryxe„swawita >nn aura..rxMed,m.d ndy> ?Ea fxa,¢aSecWhLn,miaed drr»alroileUll:u9E:ipnsa/wK.l»igxmRn;,s k#r Anthony T.Tornbo111,P.E. 4451St. ' le Blvd- dns YrY I Erc a. i'ldgaanw'.iiYtl!tpt3wp_eeCne': w6sur gwaMta,q 3,sipe.bberafet pe ar,w z.Frld l.rap:Ne ai ka tk µpd tlel eim s,aa sr,s+eiq a q aedr,:sld nwraxq u k b5nw.!a ri k 1u s eap'Mraascsr. ,r,:a a.n rbwwa n,rcs,!uk yt esa am..aEsnru dK'msxinrayeln Ee px d ,. rw. drams arc „dtaestwtnstrs I nrk =60083 afi. iu ideNllt(ete73yeN gwhnia3!!E/oies-WrN €k ISM 9tvp EaPwei:1D. #t 9: fP ;R:i MAdlGee,Mli3 - Gns., pee igerceem irmq. l9 at aNx<e:e,r+aN Etu. Fort Pierce, FL 34946 opyridhlS'1016 A-1 ioaE tlrsses-Amhoxy l.lambo llL P.E, topad.am of this doneront inaey €ors, is pohibiteieitbecl Poe r'riYnpttmissioohom A-1 taoi inssss-Aol6ocp }, locho lll, P.E Job Truss Truss Type QtY Ply RYAN HOMES / ESTERO BAY v2 A0210189 WRCEB2BLM FL16G FLOOR GIRDER 1 1 Job Reference (optional) Al KooT I NSses, ron vierce, rL 34`J40, UP.51gn(W_a 1 UUSb.WF 1-3-0 n Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:08 2018 Page 1 I D:ta7uotTo57oOtNCWmTn2mQyhggX-Jo5ch35LTXhUBSg93XbNCzXsGCksy2DiykHWS2zyS5T 0-7-0 2-5-8 0-0 3x6 II I7x10 MT20HS= I 3x6 II I4x6 II 1 - 1$ 2 16y 3 y 4 4x6 III 3x6 II 700 MT20 H = 3x6 II 5 1$1 6 7 1 8 1 III %1 1\ III 1 dp 13 12 6x8 = 3x6 11 11 to 3x6 II 6x8= 600 = 6x10 = 2-9-0 6-10-8 9-7-8 2-9-0 4-1-8 2-9-0 Plate Offsets (X Y)— [2:0-5-0Edge] [4.0-3-0Edge] 15:0-3-0 Edge] [7:0-5-0Edge] [10:0-2-4 Edge] 11:0-3-00-0-0) [13 0-3-12 Edge] LOADING(psf) SPACING- 2- 0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.09 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) 0.13 11-12 >878 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 95 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No. 3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14 = 3754/0-6- 14 (min. 0-1-8) 9 = 3278/0-6- 14 (min. 0-1-8) Max Grav 14 = 3754( LC 1) 9 = 3278(LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=- 250/0, 2-16=-6768/0, 3-16=-6768/0, 3-4=-6859/0, 4-17=-7664/0, 5-17=-7664/0, 5-18=-5908/0, 6-18=-5908/0, 6-7=-5923/0 BOT CHORD 13-14= 0/4451, 12-13=0/7664, 11-12=017664, 10- 11=0/7664, 9-10=0/3814 WEBS 2-14=-5666/ 0, 2-13=0/3152, 4-13=-1348/0, 7-9=-4855/0, 7-10=0/2862, 5-10=-2950/0, 5-11=0/422, 4-12=-497/0, 3-13=-783/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1111 lb down at 1-1-8, 1111 lb down at 2-5-8, 896 lb down at 3-3- 4, 1033 lb down at 4-5-8, and 1085 lb down at 6-5- 8, and 1111 lb down at 8-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 4=-846(B) 15=-1031(F) 16=-1031(F) 17=-1031(F) 18=- 1031(F) 19=-1031(F) v.-nw eaw,u. w,a.rw T.lro:f?mss;'Bras';;Frarll;unecnwn::n;s;ou rorr,urF:lau;rrre.r rt..,y.p<a n,rw:w wn:.a,rwr«,how.ynoeww pt.lw,o:r_.u w,s:nm.r..ear„e w awam.wk: WIR..mw 0ewedk.0* k1W*kwet A,,T-0—In. e,!{e:elt [rrnew seriw.{iDd«pams.ereysraw pra;swa.rowriyre:p;ev,.M de ksq dlk #?m:hr tlw hlDD a?ninml tlek qr .apmes, q.e1 daw wmaar Anthony T. Tombo III, P.E. m,:<air,w,wwrauyee., wpwe naa a.M,aa.Mra,..pe e:wn ow,,Aawmna,wn..a,lxwrbra:ixyr anu.rkglw,aawmramr-u.uan,?,,,..a yrm.a..pwsulMr.webwy,d:kr .wuartra 280083 W twNq kapr me[ weMw EY.ks sarelklUE aFrare aw wl µkesanrk dq e wea saegsrA. nsAtaesktkr"wsaanranveb ma peher. Tnldd wslk nstwsiYkwswxtiwalkL s,u:v Syirris 6e.s Eymermlmc uwnn wlm 4451 St. Lucie Blvd. aka.ivamrHr:wcaw.aq. ow r:palpxnwmard.lkl,r,ksiw.[sgraisr!r;kk;arork:pu_wtrmsssrm.lgwwaw.r,:pne.mr4mmwiwz.;mnadiMaml. Fort Pierce, FL 34446 gpigh192016 A -I faof Uesses Am ony i.tombolA, f.E. Repmdertin ol$is doromen,iee-y for.,is pr.h4hedwdboutlAe written runtissin from 6d1001 Tessa- Aetbay L Tombs 111;$E. Job Truss Truss Type WRCEB2BLM FL16GE GABLE Al KOOT I NSSeS, r-On F'IerCe, rL s4`u4o, oeslgn(oa-IUuss.com 0148 Qty Ply RYAN HOMES / ESTERO BAY v2 1 1 A0210190 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:08 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mOyhggX-Jo5ch35LTXhUBSg93XbNCzX_5CvOyCCiykH WS2zyS5T 01H8 30 = 3 4 5 6 7 8 9 10 0 4 i N' O 22 21 20 19 18 17 16 15 14 13 12 3x3 = 1 4-0 2-8-0 4-0-0 5 4-0 6-8-0 8-0-0 9 4-0 10-8-0 12-0-0 13-7 4 1-40 1N-0 11-0 1-4-0 1-4-0 1 4-0 1 4-0 1 4-0 1 4-0 1-7-4 Plate Offsets (X,Y)— (1:Edge,0-0-121, 123:0-1-8,0-0-121, (25:0-1-8,0-0-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 0.04 Horz(CT) -0.00 17 n/a n/a BCDL 5.0 Code FBC2017(TPI2014 Matrix-S Weight: 62 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-7-4. lb) - Max Grav- All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1a iha+e nrd/!«pax&'!d UNTIV1,,"SELYd0111 ?M.it0%:i€ f1E71:M;L9'Ei'IS;G;#OGYfXI'Mn, lotrk sr p wdi,wi:M W±;wr [msk:Ip ur<igitpF".W;Fpm.l. ivar fill;. tdnnu Are dlm ne 9se;;+4axi»clW rfe':L9, rlr lti eirw:M p#fc W it nil I.&IPA I. M-t T ,A:q F* x,4.m as sr,.««rTab ,ae•ra aax .&ra: rryrm.rr y.i:iur&&aeupa&SaykT. r&T rk re» Inl ::rw ,r WAq -vmu. Anthony T. Tor,bo 111, P.E. zt.uem:mulamsdaynsm,l.-a.&.wK.'Kyea«wwgsgaa,e&a nrm,r&maq;m ;nl. t«gprdr&t,q axe'.:,.a.si.r,.,lr a.rsrra& s,n.ri lah : gxrdtamaia.0083 As-, era,&i .r.'.n.epk-t&omantw s r:.W."a Kw' *MK'nwSKI meanmr&g.0of m:seae,tooeyasa ,ntdust&trs3rsgw:Irnoec tq €Rswmtw.er,sirie 8Woe xta.iu lesM iteimGd apeel yw.bnaighe€prtie5 fehM. let ns 3tsgr Eey«><is M. Ee t+e :s ,e l sS Ylths ds{i.r:Yfq, t1 ¢tikkdMss asaldxlnllFl. Fort iFL 61Y0. Port Pierce, FL 34945 tapyripbl 1916 A- 1 Raaf iressas-AnlXavy l.lamba lll, P.t. ieprodv,tian nl ibis dxomeat is a y larm, is pro6ibttrd ailAuui lke wriren perauzs:aa 10M A -I hoi lasses-AalMaayl.laa6a lIL P.L i 11 Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 A0210191 WRCEB2BLM HJSL Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fri Jan 5 10:22:09 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-n?f vo6zErgLpcFLdE6clA4yJc37hf?rBO13_UzySSS 1-5-0 7-8-9 1-5-0 7-8-9 Defl. = 3/16 in 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.31 4-9 297 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.33 4-9 280 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 3 = 197/Mechanical 4 = 115/Mechanical 2 = 451/0-4-4 (min.0-1-8) Max Horz 2 = 75(LC 4) Max Uplift 3 = 121(LC 4) 4 = 90(LC 4) 2 = 314(LC 4) Max Grav 3 = 197(LC 1) 4 = 138(LC 3) 2 = 45,1(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3, 90 lb uplift at joint 4 and 314 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 56 lb up at 4-10-15, and 43 lb down and 56 lb up at 4-10-15 on top chord, and 11 lb down and 23 lb up at 2-1-0, 11 lb down and 23 lb up at 2-1-0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-8(F=-4, B=-4) 11=-21(F=-11, B=-11) 12=-36(F=-18, B=-18) Fk..6wdA—(.-AIN:i 710SS i"5:;19;s ail rilMSe:AmnunihiCYfIOFr Y[FidEEOGi:nTse. IM¢ksq rwwprc, airM R,ntis ln„h!ip eury;<W)ed sb Yny l.tu:htl,r:.Idsu;E Sir. tdwe w. edrn dkn+iu mkluAelq.up xM Phidas,idu fl kTX.k,dd./,e/msOng lgbeiit Eq:er'p.pt:daua iGA npe,ulrett;2m.:dm pdrsmdrgmnolrnrw•r WSr ksgdsk,ejr Lw: bcMu lOe eNr. uin aN. Anthony T. Tombo I11 P.E. Zt w.wdh ,.,, rx.,r.my sM p.semraa a.,,-,rn.M,w,r„My,d rrcwa,i a,ye,,:arwandax.nrarwwbl ;Nq rdmI. t4gp.ddm wwrwl.,.dmr,:,::aryw.,sy.,:,>.na.AiMyddirrr,::rrtra 80083 shbA hdpwull10" 1ee1 sd ni:IklOC ui Mr poeim ul p'eAusdtieM,MilGyuMSieh uwbu;tlSIIp16sk11r 19MStU we dew.NfxRosdpi/u:e. IM1l afirsslN rtspedYlun dkhsdlk lr si o:,pr,?rn, e,::y:ss,ru lwu mraa,h:.dKs 4451 St. Lucie Blvd. dMrlss Wanihr;uatywrdmeh Pau 9,d,d. Ixrrr„h:wtysau MrMbl4iq hs tw:«Sass s.dm trpry s mruwr. mafudo-xme; menddhrlolri- Fort Pierce, FL 34946 gyrgh 0 20441 Rol bosses- AmhonyLTomho ill, P.E. Repwid"of this iuemei, in any loan, is Prohi/iki wishom Ilse written lamissin from Ad loaf bosses -who" 1. bombe ill: F.I. Job Truss Truss Type Qi PIY RYAN HOMES / ESTERO BAY v2 WRCEB2BLM HJ7 Jack -Partial Truss 2 1 A0210192 RJob eference (optional) r+, muur i,uases, runt rierc;e, FL 34946, aesignLa itruss.com Run: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:10 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-FBDN6k6c?9yCQmgXBydrIOcEJOUMQ3n?P2mdXxzyS5 R 1 6-0 4-9-13 9-8-10 9- -0 1 6-0 4-9-13 4-10-13 0- -6 1.5x4 II 6 3x10 II 3x4 - Plate Offsets (X,Y)— 2:0-3-0,0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.08 7-8 999 240 BOLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.02 7-8 999 240 Weight: 48 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 5 = 98/Mechanical 2 = 403/0-3-8 (min. 0-1-8) 6 = 227/Mechanical Max Horz 2 = 203(LC 4) Max Uplift 5 = 105(LC 4) 2 = 308(LC 4) 6 = 138(LC 8) Max Grav 5 = 102(LC 19) 2 = 403(LC 1) 6 = 229(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-425/218, 4-13=-368/214 BOTCHORD 2-15=-328/356,15-16=-328/356, 8-16=-328/356,8-17 328/356, 7-17=-328/356 WEBS 4-7=-402/370 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 5, 308 lb uplift at joint 2 and 138 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 108 lb up at 1-3-7, 86 lb down and 108 lb up at 1-3-7, 41 lb down and 63 lb up at 4-1-7, 41 lb down and 63 lb up at 4-1-7, and 70 lb down and 65 lb up at 6-11-6, and 70 lb down and 65 lb up at 6-11-6 on top chord, and 13 lb down and 20 lb up at 1-3-7, 13 lb down and 20 lb up at 1-3-7, 17 lb down and 15 lb up at 4-1-7, 17 lb down and 15 lb up at 4-1-7, and 23 lb down at 6-11-6, and 23 lb down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=72(F=36, B=36) 14=85(F=42, B=42) 16=-2(F=-1, B=-1) 17=-17(F=-9, B=-9) srn.airrrwatiro 1Ac3xrratrrtunaxomasrmrawrtnrrxrwtl.raunrw.tnnrtgw.cw,Mnq.nsr.„h,4stln.:she;MwuuwtInk Is. l.t.hinn arhwr.a...aai mrcoMr ikkk, orem sls idi serxtmra?Rhwh rda is t dwEgra - rn dr hsuK; tls sdw js repesans a;ep.seampk:siudnse.riq-r,mnanrm at ksi}Ale sass ire p nema nhw dare uaaim Anthony T. Tornbo III, P.E. r.s<aa m.etwm,. +. ty«,ainatao..e,ro„w,Ms.a yM.wrWwe,one.,.a..unawr,,a.aw>aew::wsrrtorrn-t. nyr avumrot.,r.x...emr,,,;.aW t u.p w,r.ww.ysw ra-p.vwa.a e. twusa!us.:(nkgp 4tlaaisaM'ealtlCeMnepma<aMrRdw3AlaMnaq()gnMSahhetb'NSPI ilr/hIRdSKAnrde fir = SO06.. rM. nrwdwlhai nmlyetgwa wmrthd aruM. lk mn asw'. rK1 edi"4ay.smu:,waar:alh Ln, vQe, o,s Mip apnamtns,Mo-hMu all - 445.1 St. Lucie Blvd. ztp:as [gsais EUMsaixasaesisc,aLn; true hseaewr s ases. ma>.du,; asnar xaa.t OrpiRht 0 2014 4-1 Rnaf Losses -Anthony L Irmo ill, P.E. Rtprdunian al this don nea in ally fermis p Ailild witkoollhe writsen permission hog V Roof Gossn- Amhotly 1. Jambi Ill: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 A0210193 WRCEB2BLM J5 Jack -Open Truss 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:11 2018 Page i I D:ta7uotTo57o0tNCWmTn2mQyhggX-jNnIK47EmS432vPkkf94gb9P9Qtl9ZV8eiWA3NryS5Q 1-0-12 4-11-4 r t p 12 4-11-4 3x6 II 4-11-4 r 4-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL1.25 TC 0.50 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 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) 5 = 271/0-2-12 (min.0-1-8) 3 = 126/Mechanical 4 = 54/Mechanical Max Horz 3 = 128(LC 12) Max Uplift 5 = 141(LC 12) 3 = 38(LC 12) Max Grav 5 = 271(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/488. 2-3=-157/293 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 5 and 38 lb uplift at joint 3. LOAD CASE(S) Standard W.4-Mugw 0—telIto's 3'5:3'.dt3ll144S6.JkdlnclSiOS?au1'IDri)uCF w;[auun'trv. ledh doge pecdnrnf rid wrtra i; ran krge Ort+q!IL4",.Mle 49q 1. fexN lB, r: tdceae SwxNMer. k4;s >.iss rsklr6e l. Wr wl:l e..r asssex Wkde OCtekad asetrrsB:vptge - to Wes* eesdwmierymem. d4pm:sxWrpuxrw patl MtleMydtsa,4 .igirfda itf9Mr wrlFl r ee.gers•eepxe,NaasraeM.ecsdhd`:er AnthonyT. Tombo II1, P.E. t ed exd xsa .eneddy nap.;s mdro.M. «a... rMrnd qNn FhPogB pn,u%udeddti ! xMhbMS Fq chaifll kypwdd ee Mde Ad dde hn. ^ddwr w9 Mep :ddrMwnn edkbn pe wed =80083 we rwNq Oe ywai (edra'Mr. AA eves sr wlslOC ed Sx pa'rces dpsdse dpe Mdlar(speerShh Hui eAoe x50 p16bs s(t. WSSUnahe NM pripd,ee rniixmsne aspuLYkn asaeesdkr+ss0evper, reu onge;err iassdrnAMe:e&ss 4451 St. Lucie Blvd. eM.a:eaRadwe Gdrenw ew e wmreyeiirnee; ienird ree tre;see;:p cy.es, is i,rmw dy Oedpw, L.n;srkr6depyHiq. ui;e,ad edvr.:weesaaxrcm_t. Fort Pierce, FL 34946ZCoppight 7014 A-1 Aad Lrsses Acthoey L lonhe ltt P.E. 4F iunuu of this duumsat is aay firm, is prohibiW withal-6 wrmen pumissiao 6o-n Ad fool Trusses Aeikooy L iomho lll; p.E. Job Truss Truss Type Qty RYAN HOMES / ESTERO BAY v2 WRCEB2BLM J5L Jack Open 9 FPY, A0210194 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:12 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-BaL7XQ8sXmCwg3zwl NgJNpiZ2g8Uu011tMFjbpzyS5P 1-0-0 5-6-0 1 5-8-0 . 3x4 = 0-3-8 5-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.09 4-7 727 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 139/Mechanical 4 = 73/Mechanical 2 = 283/0-3-0 (min. 0-1-8) Max Horz 2 = 75(LC 8) Max Uplift 3 = 87(LC 8) 4 = 60(LC 8) 2 = 196(LC 8) Max Grav 3 = 139(LC 1) 4 = 98(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2. LOAD CASE(S) Standard W"-flarss"hr:tle fi.1 I100`: rID5I5'Si1:1'?ifA3Af 19kS 61o.m0 eS:'DllOm jiDrrit(RAOYflsS'R;:rbr.,l!rd!te;T.smdnsatrwl Wet a dh lmtksl0D-iqJ m1W ldpp l.Iwkll; rE dekenr Siee!tehre n!. Dd!ctiMtiiu!aMw4el&A,!d! IAr!keisMa ddes nAlkwNMd!.DCak!dJ_As ira;sD:s Eeira-e.<p;ah!fipwna Oe tedwwifiDrgwuds•eeepnedMryw;saW:esb•rigr;pw;ddd!Mlk letirdlk sbl:l ;1gNNage IDD It aW 1P1 r. ks:r nagwn,laE:ruW'wt,aairn Anthony T. Tomlxl III, P.E. wi aedM n.0 brn Wtlm-Mwp udlRdlD..n,k0.wrl eAWnwgW«ne MMy Oe:ya,'ale wkr,dikC pe ll(a/Ik lrzd WlWlde ud lT-I. tk graddhe Nl wiMfidi.uddeims..d!uq k+An.+bep mWxtlwen knuud kb spsblAld de t+Fllei ks a ai[w.ua. ID aks n^nd ee rw- ad Prtd.ts't& Mig(.P-Step Dd:aW "K%' iiswk r. ad Stun &."b,Pm Pilae IMI 0-d!wgwskl:es ft wdr Lw, L-A., auk, = 80083lel d1,mewmNye:wnr!yadyw:.dexyalcnw.ed.N.lwlw,tk:»err:eaitH.tmkayDr<iP„,.iwustm[el.adwrkady. u:mN.:.ewmlwd:[nt ^ Iw:r,aae.w t 6451 St. Lucie Blvd. Zt Fort Pierce, FL 34946 opyrighi D 2016 A I I..ikasses- Anthony L lamb. III; P.E. Rep dwio. of this dwomem, inacy I—,ispto6ibita.thow fb. aritkn pwwissie.h.w Ad Pool L.ssn- Anthony 1. Tomb. I jj, Job Truss Truss Type Oty Ply HOMES / ESTERO BAY v2 A0210195 WRCEB2BLM J7 Jack -Open Truss 7 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:13 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mOyhggX-fmuVIm9UH4Kn I DY6s4BYv0EdrDUkdT—R60?H7GzyS5O 1-0-12 6-11-4 1-01212 6-11-4 1 6-11-4 6-11-4 Dead Load Deft. = 1/8 in Plate Offsets (X Y)— 2:0-3-00-1-81 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.09 4-5 862 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.22 4-5 374 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.13 4-5 641 240 Weight: 25 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, 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) 3 = 182/Mechanical 4 = 80/Mechanical 5 = 348/0-2-12 (min.0-1-8) Max Horz 3 = 176(LC 12) Max Uplift 3 = 57(LC 12) 5 = 180(LC 12) Max Grav 3 = 182(LC 1) 4 = 128(LC 3) 5 = 348(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-327/590, 2-3=-180/343 NOTES- 1) 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 8a MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 180 lb uplift at joint 5. LOAD CASE(S) Standard ZtW. 14 Fhx mnx4hnrur Ae'ilNI11msS r5?ibry:EA3k IELVSB;UAmllum[011AY1i'181:Y'jt[IIR9C EL5YEk1'Na. W4,6,pp—miseNadN nNln„Cniphn1w;WIN Amon 1. fwbe A. r.Id.-5W..kWe a:,. Eairc, uRnain mklwlk7EA, nlr I4Tat, wederllems saNkaueWee?aCmkrdd.r,eUe:sDesa Eq nii.e.,spdn[apm,.tle:ndnagiA&npeuA,nampxedpr pdrsswle nn mj nsprdfih MRa ksipdie s'ulletns;fgANnikl6pnry,ninlfll. iskApasa.ms. mx y a:.,dnrKar Anthony T. Tomtso III, P.E. d. udbe assla:.4i&gble416 0,k=80083 mbmla psw[ motlm llem, ned.a loewm p as aNpnd.ndrnycam m dganamn asnpuwhr wvu.a dnwNrp.ndpe.tnlar m nyn u,wanna peln.pn,:nnm4e yaneNinsspalnwn. dns 4451 St. Lucie Blvd. aeemeedmNNeimAMapmdepamnmq b, dl pees mnhN. to lm'hfw[gmnisklMtdNMmdpn,m UnsSMesCaRaa don b.Naq. 3A:gAdhN an; aandaMe/e 4t Fort Pierce, FL 34946 opp4htV2416A-IRaoILAsses Ahoayi.lamb*C?.L Repodomi—I this dot.men, in uy form, is pehil0edmltbout;he"into rermissierdrom 4 1 lad GAsses- Amboey L lamhu ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 WRCEB2BLM PT Jack -Open 7 1 A0210196 Job Reference (optional) a^vim •• nU11. o. 1ZU o rvuv 14 cU 1 r rnnr. o. 1LU 5 rvov 1[ zul y M11 eK Inoustne5, Inc. rn Jan 5 10:22:13 2018 Pagel I D:ta7uotTo57o0tNCW mTn2mQyhggX-fmUVlm9UH4Kn I DY6s4BYvOEgIDTTdT_R60?H7GzyS5O 1-0_12 2-11-4 6-11-4 1-0-12 2-114 4-0-0 3x6 II 1.5x4 II 2-11-4 6-11-4 d 1o0 Dead Load Defl. = 3/16 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.12 7 660 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.29 7 275 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.26 7 308 240 Weight: 29 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 384/0-2-12 (min. 0-1-8) 4 = 174/Mechanical 5 = 100/Mechanical Max Horz 4 = 176(LC 12) Max Uplift 9 = 163(LC 12) 4 = 38(LC 12) 5 = l(LC 12) Max Grav 9 = 384(LC 1) 4 = 174(LC 1) 5 = 138(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-375/459, 2-3=-305/398, 3-4=-171 /360 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 9, 38 lb uplift at joint 4 and 1 lb uplift at joint 5. LOAD CASES) Standard nnwin_flax wa«aAaw,Ae•1110;f WBi SF09 ,RIIFW Ill!S N.OkNn nS (7Sr0Y'71Irr itCF.ii[WA•kr kxv. Inpf esy, dos M,ed,de 1Y r !t 0e!iy d, At1CC WIe IMryI [wM u; rF. ide ', Ser td.e.u. kk!dM,.i!e!lgef wt lt-0alrfpi!ksnnom„Mtl,s sell u,sN iz lt'ECwkrdH AstUn,, B;si¢Ege!e. ,1 ukr[ q d ssi npe <tl me:treredeeryn sAulegA;mq rxa dike kl ksi dlt AlA hn tarld we164agw 1P-1 r. kg, e,. spins, Naai do s„ntar:o, of nrdA u[x of hd*4Me",mlm44a—, 6 Ora%s rws agNn qe low, Cay. Awe u dtu uew,Wof Ae Aedwigneo1h)negpmldfi, Nl eipfi!N nerwermt,'ndiiq bpesAlAAwal ks ry ad kle Na,iMiyd Anthony T. Tombo III, P.E. d,1,44C.wp tootoo,ANMnsdMAA:IOC,gwepx'1!esolrrleFasdtteMiwAtlrctw:elSdenld,net I(SNplfi!6NNrra151LtndnaelMrxrdpnhx,.lPFleefsesw,rty„tikke!Mmlitsdlkla,.b—,.rvsskup al lossNxofe_40iwds.. =80083 nr,.ns:kwx,:.amy.apaA magapnA,A,d,sl.sera!o,s,[y hlern<ati wgeaip,,.int,_Ist[,p,eaartxwy sa;pwr:dmx;n,aaalat:mt 445; St. Lucie Blvd. ppiRM ".374164-IR:ui intstt-atmlosy t. tanbo ill: P.E. Realaunion al this dotumest: ioony(nrm, is Pmhilbdwithsusde wrinrn Prrmissiahom A -I laoi inns=s- Way Giulls 111 P.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY RYAN HOMES / ESTERO BAY v2 A0210197 WRCEB2BLM L01G Hip Girder 1 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:15 2018 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-c9OG9SAkphaVXXiVzVDO_RK4? 13_5ErkZKUNC8zyS5M 1-0-Q 5-6 9 10-10-9 16-1-7 21-6-0 27-0-0 28-0-0 1-0-0 5-6-0 5-4-9 5-2-13 5 4-9 5-6-0 1-0-0 Dead Load Defl. = 1/2 in 3x6 = 1.5x4 11 5x10 MT20H5= 4x4 = 1.5x4 11 3x6 = 5-6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` B2: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purtins. BOT CHORD Rigid ceiling directly applied or 5-10-3 oc bracing. REACTIONS. lb/size) 2 = 1932/0-8-0 (min. 0-1-8) 7 = 1932/0-8-0 (min. 0-1-8) Max Horz 2 = 28(LC 4) Max Uplift 2 = 1342(LC 4) 7 = 1342(LC 5) Max Grav 2 = 1932(LC 1) 7 = 1932(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6715/4634,3-19=-9571/6632, 19-20=-9571/6632, 4-20=-9571/6632, 4-21=-9526/6605, 21-22=-9526/6605, 22-23=-9526/6605, 5-23=-9526/6605, 5-24=-9501/6586,24-25=-9501/6586, 6-25=-9501/6586, 6-7=-6726/4637 BOT CHORD 2-12=-4467/6490,12-26=-4493/6522, 26-27=-4493/6522, 11-27=4493/6522, 11-28=-6527/9501, 28-29=-6527/9501, 29-30=-6527/9501, 10-30=-6527/9501, 10-31=-4468/6526, 31-32=-4468/6526, 9-32=-4468/6526,7-9=-4441/6494 WEBS 3-12=-255/407, 3-11=-2202/3244, 4-11=-550/331, 5-10=-564/339, 6-10=-2154/3171.6-9=-256/407 16-1-7 21-6-0 CSI. DEFL. in *(loc) I/deft L/d TC 0.57 Vert(LL) 0.8810-11 367 240 BC 0.95 Vert(CT) 0.9410-11 346 240 WB 0.62 Horz(CT) 0.13 7 n/a n/a Matrix -MS NOTES- 1) 2-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1342 lb uplift at joint 2 and 1342 lb uplift at joint 7. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 227 lb FT = 0% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 237 lb up at 5-6-0, 79 lb down and 98 lb up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down and 98 lb up at 11-6-12, 79 lb down and 98 lb up at 13-6-0, 79 lb down and 98 lb up at 15-5-4, 79 lb down and 98 lb up at 17-5-4, and 79 lb down and 98 lb up at 19-5-4, and 237 lb down and 237 lb up at 21-6-0 on top chord, and 140 lb down and 203 lb up at 5-6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and 82 lb up at 9-6-12, 58 lb down and 82 lb up at 11-6-12, 58 lb down and 82 lb up at 13-6-0, 58 lb down and 82 lb up at 15-5-4, 58 lb down and 82 lb up at 17-5-4, and 58 lb down and 82 lb up at 19-5-4, and 140 lb down and 203 lb up at 21-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 3=-190(B)6=-190(B) 12=-140(B)9=-140(B) 19=-79(B) 20=-79(B) 21=-79(B) 22=-79(B) 23=-79(B)24=-79(B) 25=-79(B)26=-53(B) 27=-53(B) 28=-53(B) 29=-53(B) 30=-53(B) 31 =-53(B) 32=-53(B) nsmy-rlmenwwpl.rter.tx'4110uflltli•S SiI';,RE3i(IEW56:]t6111unsi7l!0Y'r;XrFY[EaWfrrYse.Ir.0loino—OnTdonimksstislmtbnipbnrq;IACMY1Ngl.lnb2,r[ben s5whit1nsstl M.bkk—'AdnN119.uh MiisilaeOx lkks sidlknNlw ne'Cawknbt Asslrns Fsu Egrrdsi e,!padr EnpmsT ne dwml i[.sgsesmismretrssmea imrsiW aseenetselaed%hblt ksiydlk ssje Bw:IgeNa141admh.mbs RII I'nea ayass,kWq.sakixs. seimeR Anthony T. Tombo III, P.E. w. s<are 1 :a:.rau a r<magara,,ro+.".wa eyAeWmfwo-w,km„«knaaa.srarwa um rtkdml_ n yaaamewe bu Saar:.t,,kawyr ry.wn...sm:w.mw.:sN rr a - 80083 pe lwlp Des roi [m.tlw. sbmks snMkreiDC ed mepaira dp:.eelwsd Minldry GgmdSdeM HwmAm xsapiE9slh1"wI SI(A rrib srcbir/.mba pNae.lrFl idass&«srnnsda.in WmksalkBas, Oesipe, ysrssk qs ayimw ae lre:xmanww.:: 4451 St. Lucie Blvd. akiwiurfmNN.[ M.ntpxryak r mmhdpxaes brats. lM lrr,s&r.: hlsais E-1&hlBbg any.x_m B'rs, SrMx hiwaa wl'attM, All nrlMLN asa erslikd k'IFI. Fort Pierce, FL 34946 i rpysi9k1D20164l tootbossas Aol6.ry i.lamb.III; P.E. tepsofoniondIbis d-moos, in boy form, is p Aibned wiikomIs. Witten permission Bon Ad tool Gases- Amboy L lamb. ill: P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 WRCE826LM L02 Hip 1 1 RYAN A0210198 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:16 2018 Page 1 ID:ta7uotTo57oOtNC W mTn2mQyhggX-4LaeNoBMa?iL9hHhXCkFXfsBFRT WggRto_DxkazyS5L 1-0 0 7-6-0 13.6-0 19 6-0 27-0-0 28-0-0 1-0-0 7-6-0 6-0-0 6-0-0 7-6-0 1-0-0 500 MT20HS; 3.00 12 1.5x4 II 500 MT20HS-- Dead Load Defl. = 5/16 in 3x8 — 1.5x4 11 5x8 = 1.5x4 II 3x8 = 19-6-0 LOADING(psf) SPACING- 2 1 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.67 9 485 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.58 9 558 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 109 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-3 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 = 1140/0-8-0 (min. 0-1-8) 6 = 1140/0-8-0 (min. 0-1-8) Max Horz 2 = 34(LC 8) Max Uplift 2 = 757(LC 8) 6 = 757(LC 9) Max Grav 2 = 1140(LC 1) 6 = 1140(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/4618, 3-4=-3877/5446, 4-5=-3877/5446, 5-6=-3306/4618 BOT CHORD 2-10=-4382/3175, 9-10=-4417/3189, 8-9=-4426/3189, 6-8=-4391/3175 WEBS 3-10=-455/300, 3-9=-929/928, 4-9=-384/309, 5-9=-928/928, 5-8=-455/300 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) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 lb uplift at joint 2 and 757 lb uplift at joint 6. LOAD CASE(S) Standard wamy-Fhvlbw¢¢red.nLx'1 1t04f'm!SSy^5?Pifr9AiIIU156(iltlmllvmiJSiOpiplYfillC4;ii[tN1EkPMn.IeMrkigrp.b!sainNWe!n slmtk!ipDrt.y;1;WMedfwrl.IcMlk,r:.id:!nsSM!Odaew_tlWtsotnwi!es4lNnllefEA.W/ ItiirieaeMxtldrs saAkesN ir>A. TCpMrdd. 4.Irrs BesipE a :e.*ndry Fyeee hs.lp mf'iP°reri3Flsaw* 1 IK Rift mr IkgphititiTOW satins lm, 6, T;ns, wd"drm inL rekgr ii m NNut.&"Sr,sd dim . Anthony T. Tombo Ill, P.E. e ofn.d nnshmf Meywsatirydk O.xe,40..n1adavNapea kW7lq D.-ige,a'.le udnlde!fM MIOl nitis bml idYq eak mitM1L ik erynddiN ld/atMhtii dlk Fns.'sdIg4HYt sMq.,.!Wanmem ka_tidkne rtipsninrd 800B3q.klfg0•erwlmznsa 1.ahsssN rclDCnidxNwSresmdP"a.4*W&q(.gmmlSdehHaak.;xSpplisklht..WSCAn!da.neta slpdm:e.IM1 M-1krest..sddmes.Nh9etd h.,mspw;iinsk!ipEy:naeiinss.a:d*..Wes, 4451 St. 0083Lucie Blvd. dla WOW Is. :mons.sti"t nmaFdl ratio!mdrN. toirr!Iona Eyarxn YtMW.IIbtOeupa,aLn;.4dn[y.re du/tzgq NnpdeJ ex:nnIfialaFiLI. 4pyrifin02016A-Ilo..sses-AmhonyLTomb.III,P.E.Rep.deonioorthisdomm, m.inayform,ispr.biludwhout±oe*nrxmissiahom41I..fTrisses-Amboy1.tamb.III;U. Fort Pierce, FL 34946 f Job Truss Truss Type Qtv Ply HOMES / ESTERO BAY v2 A0210199 WRCEB2BLM L03 Hip 1 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:16 2018 Page 1 ID:ta7uotTo57o0tNCW mTn2mQyhggX-4LaeNoBMa?iL9hHhXCkFXfsAOROMgobto_DxkazySSL 0-q 9-6-0 17-6-0 21-8-8 27-0-0 9137" 11 5 3 8 4-2-8 8-0-0 4-2-8 5-3-8 1-0-0 5x10 MT20HS= 3.00 12 5x10 MT20HS= Dead Load Defl. = 3/8 in 8 3x8 = 1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.81 9-12 400 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 1.14 9-12 285 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.11 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.84 7-15 385 240 LUMBER - TOP CHORD 2x4 SP M 31 '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 2-2-0 oc puriins. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1140/0-8-0 (min. 0-1-8) 5 = 1140/0-8-0 (min. 0-1-8) Max Horz 2 = 42(LC 12) Max Uplift 2 = 749(LC 8) 5 = 749(LC 9) Max Grav 2 = 1140(LC 1) 5 1140(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3051 /4269, 3-4=-2931 /4247, 4-5=-3051 /4269 BOT CHORD 2-9=-4036/2918, 8-9=-4068/2931, 7-8=-4068/2931, 5-7=-4036/2918 WEBS 3-9=-529/360, 4-7=-529/360 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=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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 749 lb uplift at joint 2 and 749 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 91 lb FT = 0% Modp-flee t'fiyr"w'' Lk'! I IOSi SIptS'k--H"y R[311 IiWS 6::BDI'1S:T':oY,'tOF.rjx[6CELKIl:k1' brn. Inc/ hys p<wtV:s d:nl pks a3 t L x hap dtry!IR'dM Irtiq I.Isk I@, r:. khmf iip IdKe w. bhn klaain Atld a. R IW.aq - i6lfifetclulldrssldksueMfleibCkkrdd.it+ln;;hvptgar"g.e..sp:"esrp.e+,eesde 7Wrepesmse"repaShckpdcs"eln".:«gt- di".le;ikkdpa4m#m":weed""staeN.dwmrt""dpmwg"n,i"igwlGes.sMdktlr Anthony T.Tombo111,P.E. t d.udl* rnskmrtdNm' lk y s slfird"e"+"w,4Uxm ee,d, q r.mwro%h,t,wa wandmucesrcwns:layukrvir&gpmldnrmem.;hu.edass:,,,:.etswk,,a.sp.:,w,e.wk.:,w.krtssward T 80083 lh I1Ngs-s* dtWW# INM Sr. M a WIM"M pxknd piidsa d I*b" ttgeM Vth Nx do-ItSCIPWAd 4 rod Stu el:d lbr Madpdce.11Fl i6ueslk rtsptsdikws wi taMrdlMLnsa ,tms hays hzeawlrtssuaw.a, ekss 4451 St. Lucie Blvd. e1Mwn> MmlN sid"n"pd MN''S at f hnaN. tk ln,S hs'p Ggaea it F,rMhINq hSipn, 1' Snles Eq'mndm,l Nq. IN iq"deN "a, wr ss /d"Nuln t. Fort Pierce, FL 34946 ZOPyri9ND7416AItootUessesAmA0Ryl.lambulll,P.1. EePindumi""ul t4is dosum"m,ine"y form, is PIANTd without the Vine"P—issiw I,"A-11W Imm- wooy 1. lambs ill: P.E. Job Truss Truss Type Qty Ply HOMES / ESTERO BAY V2 WRCEB2BLM MG5A MONOPITCH GIRDER 1 1 RYAN A0210200 Job Reference (optional) Al Root trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:17 2018 Page 1 ID:ta7uotTo57oOtNCW mTn2mQyhggX-YX8Oa7C?LlgCmgst5wFU4sPRVrroZH_10ezUG 1 zyS5K 4-11-4 4-11-4 2x4 4-11-4 4-11-4 Plate Offsets (X,Y)- [1:0-5-4 0-0-3) LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.11 4-7 523 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 922 240 Weight: 28 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 1043/0-2-12 (min. 0-1-8) 4 = 774/Mechanical Max Horz 1 = 58(LC 8) Max Uplift 1 = 287(LC 8) 4 = 254(LC 8) Max Grav 1 = 1043(LC 1) 4 = 774(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531 /234 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 1 and 254 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 lb down and 242 lb up at 1-0-0, and 813 lb down and 242 lb up at 3-0-0 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: 1-3=-30, 4-5=-10 Concentrated Loads (lb) Vert: 9=-813(F) 10=-813(F) 6a.krse Irngeh;wue gx'4I G 6i ttUFuirF£LiC; PY!1rf ?WIS i t"i.'?S;flly'q!EI'iA:ribY;l6Y:rl' Mn, ta#? ktlp tewNn i ni srot W!: n qs Inn k+.ip drntiiQi; IM 4s kmr.l. uaie IC: i.'. bMeru;6ee YeMe.0 6wss rMaru sMH a!t TA: nF Yl:d il xlrMn Sl knnM Ee IDE4nrdd.! ( s'rt:M rt(•IN _:4t'R'wa 4 'Rgri4+ Sllh nxlfj4Kf klrAnxwl leprervq:taOmsStesM kek,ylCM4 k B.1 tpgelYdt {}8 tit qM{n ekM 1' ad.u+IMs{ uMmMuq at 1%w:nGx.xii3 ,c..::swr dywnutr gk gn,.knlem rar,rx Mr xtatnt r ur ..:,xnW AnthonyT. Torabo Li, P.E. v hanhuw..Wrenaar-to m,seaertr rrom&pat[n nl pkaesa4t "` ` t""aawr;a w aat:,Ks,awrSmdq m ql, .aFm»nn kxq,idbat gym# 38vo83 ktaHu khMke'1 M GgFdlS kactlwii(N,ldush nSL'J mtdxrcn Mglr.6 Eai.tAa!'ms#ir;pr.#vesldlA.IsfMf+ss ksin, tnn Osca been N;ncs mdmnr,nitss 4451 St..ace Blvd. a ..yn €nd. k{n1b y .rau.x uragtn .r,s:wn na .kikq.t3 7sadMcmnk fwHd. topyri¢iZ 2DIbA-1 fast treszes-AntMoer t.lam6o111,P.E,fptadmtion ciihisLummLis coy fne it prWibitcl.Abacuhe written pnmiasiccficm A-1 tnei iresscs-AmMacy l,]ea5c 1p: P.E Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply HOMES / ESTERO BAY v2 A0210201 WRCEB2BLM MGSB Monopitch Girder 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:18 2018 Page 1 10:ta7uotTo57o0tNCWmTn2mOyhggX-OkiOoTDd6cy3O_R4fd njc4yb?ESPIkEAFli2pTzySSJ 4-11-4 3x8 II 2x4 4-11-4 4-11-4 Plate Offsets (X Y)- 1:0-3-4 0-0-3] PLATES GRIPLOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.06 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.11 4-7 516 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.07 4-7 828 240 Weight: 28 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-7 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 = 800/0-2-12 (min. 0-1-8) 4 = 627/Mechanical Max Horz 1 = 116(LC 8) Max Uplift 1 = 212(LC 8) 4 = 247(LC 8) Max Grav 1 = 800(LC 1) 4 = 627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-526/272 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 1 and 247 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 522 lb down and 172 lb up at 1-0-0, and 522 lb down and 172 lb up at 3-0-0 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: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-522(B) 10=-522(B) Nazq-MsrMrwpr!:a+ind 4:t )1iQ5i"SEIt%gpira€"tRM'}tOd-k'tM:€:1cN "63'fl" S};}:i%IK}1'Mn.fa:kk'pM:aiiMuMaCes tars b sgr 3a+nrilQE; WEFa SA6m1 reaaAl:r-.4Mew lMa kM a Ass, kia•iu nwirM; . a:wa>apw, uwawMroEwi aite.rr,s, :w r •: r ,,...gla,gnur; .apw:,:nrxa,:„paaM.rrp,a.ta Mti<k pa<nr,a>'.,wKne» r ..,,eaini e<kq.n.+ru.:.Wbfawr..Whig! Anthony T.TomboI!;,P.E. xi.sroshwil. ! wimp aremrrawn,i11.-1.0 xrsasumgW.1k ielpa.w&,worFdem,&Mai drMdl '.6 > 80083 law"hsgaewc.il-6maaram&Frios}akirn4Mo.uyrw*arsda, m.iarrr +hna+sxsrar"."I.P.Mpi t44515r 1udeBlvd. aaisr ddad%r(aCaJ3 gyk,rrdighdpxas artl 1!.h4Fep-c Koi am wall. ie maa id Ma;mr, hWo IM4. Fort Pierce, FL 34946 Coprri} bt't}I68-1 taalhasses-Anflaar l.lombo lll, F.t. fepradm.diais deromam, is eef law is prehibited-sheet thar,irita Famissiae hem d-1 loot lrassas-Aothaay 1. tombs UL P.E 11 t Job Truss Truss Type city Ply RYAN HOMES / ESTERO BAY v2 A0210202 WRCEB2BLM VM2 Valley Truss 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com ca0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:18 2018 Page 1 I D:ta7uotTo57o0tNCW mTn2mpyhggX-OkiOoTDd6cy3O_R4fdnjc4yjU EJ EI kEAF Ii2pTzySSJ 2-0-0 2x4 6.00 F12 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 55/2-0-0 (min.0-1-8) 2 = 41/2-0-0 (min.0-1-8) 3 = 14/2-0-0 (min.0-1-8) Max Horz 1 = 33(LC 12) Max Uplift 1 = 11(LC 12) 2 = 35(LC 12) Max Grav 1 = 55(LC 1) 2 = 41(LC 1) 3 = 27(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 35 lb uplift at joint 2. LOAD CASE(S) Standard MaL..iM nfv. e. •(a rx nm;:,;•slu:r: P>rt,€ i (mcr (I^a!rurm.(u slx+(t£rm.. rack: u t: sae aa: a a, R>: (r(;.;anc[; mr rsmn t o,.r<. el««rat utnmm w. e:: t , aid a rr6: mr. d:x:o.nv rke: s.a"knNfarm@na,aa a .t. s£e.sa a:}dfi.x;.w sa n.KtW s.wa.npw n X.kutq+.q..:ratsaark(xa paa. wtkt sapmf ae 1 6mH. wsa tnf :uorg ,..p..:,.meas Anthony T. Tortbo lll, P.E. d.s amisf nh a tealge m gw.ii itk3 6 „:wwvagw.sat.it"U,y...a *wiMW,arEwre1.0w*gaftW11it t«:aan t rrrsaa a, s cq wg tmr arw+ sous p mho 4 80083 M 1-44 Crq . (aeub.. 3p aces saa.al41'9 mIMp.Sos ml wkw.stM1.t q(.gm.6 Sdat 6kr.tln.l(Sf;.pdkskiN .1MSxl a. nf.«ea f. (eaniF "e tPLlkbes#ie;{acmkwsW#ies abe tnss Nsq.n, trs btig fawn at lrtss kwa.en..wass 4451 St. i.aC+e Blvd. rin.fa kaM ir.(.M4A4WanargM 4 sw!.L;a 1ms`kd'Ahg,rrc 1014, twig Uvnx.. I—trA. Bann.m ,4s M4M fn.s.ec dta!-. 1144 i Fart Pierce, FL 3'945 topoillsi:i£16A-Itoollr.sus-Amto.y1,lomholll,r.E£erod.oieaeithisdeumeal.i.wryfarm:ispro6ihded.ahwIt. rintopumissieohamA-ltoeilanses-Aatk.ryl.lor,6111r.E Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0210203 WRCEB2BLM VM4 Valley 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Jan 5 10:22:19 2018 Page 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-UwGm?pDFtw4w080GCLly9HUtRef41 BTKUySbLvzyS51 3-10-8 3-10-8 4n0 2x4 1.5z4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 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 quide. REACTIONS. (lb/size) 1 = 77/3-10-0 (min.0-1-8) 3 = 9/3-10-0 (min.0-1-8). 5 = 19413-10-0 (min.0-1-8) 4 = 4/3-10-0 (min.0-1-8) Max Horz 1 = 79(LC 12) Max Uplift 3 = 9(LC 1) 5 = 97(LC 12) 4 = 7(LC 3) Max Grav 1 = 77(LC 1) 3 = 7(LC 12) 5 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-163/292 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3, 97 lb uplift at joint 5 and 7 lb uplift at joint 4. LOAD CASE(S) Standard easy nm.kn»#r.;ma.k.'oar::nus> stu.r'PsnaE-wrimeeers ei4^sa uyx;u w:xyc ra,..rr karra a rsw.:«a€„w,m:mwirer.e rm,.l <«,r ua:rwsaen do:,a«;n+ 20, k s,ofaf.alw,Ito.rt u.e:;a :,, nt m„aoo«.rip6,p.non«xw ramrdnaw .«n:prwsnkraupra , r,nrm m+airara.rntni.xa,mssu:p:,w,,a.s,sm m Anthony T.Tornbo1i1,P.E. xl«.aw 1.11. 1War,1' Kolrwa :x.r ot. txgp'dam a #80083 1. kumr!;4 .«+c .I6«xssew.,kee«r6.p„twop&-a6. W64tpolkia.n4,rewsangnwaw:aftn.sswr.+nc.,y,*,r— WO. —I , 4451 St. rude Blvd. sfnran ks,an.aa+e q,y y«,nayc..s Man ara..t o.r.n, k,p,tiy s. M,a .«tmsSngn .ma ,t.eµit wiicze7mca.c8t,:elntn t. Fart Plerce, FL 34946 Zttppyrig6ic-I616A-11.d6.ssss-Am6..yl.l.m6.III, F.F, Amboy 1,I.Mb.Ig,P.E. JANUARY 17, 2017 Adw = A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 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 @ TIC & 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 @ TIC w/ (2) 16d Toe Nails @ TIC & 3) 16d Toe Nails @ BC BC (Typ) 0 t t` 3ch Corner Jack's 2) 16d Toe Nails TIC & BC (Typ) Anzij-Neneexrry mwr Ne 41 tGG fi".;ES'Si[IH16i 4t 1'.iMS 44 tgi:ASn.5TUs"5C2i't7rCbJA4:1r!A'e.. Yshdng,trcasa; aizd 4safFr lzai &vp kemfi2YW e irgiw.l €rsk::.>?.t±a!e rSk Maese z:,ais,ru iicFwu'W.a.;:.. . .. ... WFw.u«.;a McsikndWAe'tl9k+sii.i,A tug 4K,e.smueu.y-m Mgr e.na.r:,.srtra;an;.'xa:.,.sr era a q:..r ape t.k,a, aKnEi v.a:gru.,n as.s.rerrecr. waif .. n.ifes ranxR. err, mna a,_s,u ra, .Anthony,T; Tom6o 317, P.E.; wagLtmaahuaeaukmmw.:,e a[mir,up.,aaaratd sti,:ax•rix>tw;3 y.vwgwa.mieWgxaYmn rd -8998} 4ieEa>.pawE m ienn xeaa n:4.dr rei..a a.;n uw.us'xnaSixcn.:rt, trwi=se.de, p.,a p.a: mia[mr,:;,.®m,.d umxa max, t, 4451 S:. tune Etvd. s rat P.erte, F 34946 dae 5r YY ldfdAltfidFlr,xux.Aatk,'aj l.Sanb¢llt,tE Re,rahGisedt5adu—w, isa ylent,isDl.wbikd irAw 6, ur<itax,crmin,or h>ba 4-11Wi-sear U*av! 6.6111, H. .. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I' - 3' MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING IAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES @ 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINI. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. 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 NAILINGSCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7- 10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' D.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH ( ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131' X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS Ti in N STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / 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 I VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE I TRUSS JULY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD PIGGYBACK TRUSS 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 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. ru«¢«yx,rNe.ne•ilrlarr si;,a.fl;cn8uac¢sstarcr€c tE-Fta,etrrr_=f rf a. r,ri'gw«nw,dam«ms>f.E,¢a..,r:¢s<k, ta.«ikt;trn e n;'.:.:nrs«e«rnr.¢ ete, se nx Na+s ie «,e5¢m rEDar's.; ¢t«„onq:.9vr!«x-.e. sresa;t r;Ruio.m r ur,.zrymseaw fwssw awa«grey,«k fh zrvsyd ku,ep iwte?M...in r.r ;gons«w«n.a nra«r smm n - Anthony 7.-Tembo 111, P.E. . s:;.¢,w;Msac,s agn rru«aanns,.¢«ae.ms«axx¢vara q,r,,«<.a:aanaav l,kf aurnw:eaam turea¢rid«uE;wiatms.a,a«v n.saee«w,.gad arrrspas raa _80083 rpera; ua3aAh rCste#xd¢nrgaA gfxx, na6et:_Tk: knr a+upfyi::e ia Mf(w; Irnr1,sii«e«raada¢Eaa¢daiaa ate: &r«lxiRl ... 4451: 5F Lucie Blvd ::.'. o " ;: xt Perre FL 34445. t¢ pjFitlpi 191dA1teofinsus-A¢rDxr E. ie¢;ha I#, P.f._ I¢p¢hGia¢dtb€sdw¢ani; ix ¢¢,.fan, Espahih ed.dk¢ph¢wriraapwrisfi¢¢ h¢a1.1 IW l,¢sus- k&a¢. LE¢cd« 1101, .. JULY 17, 2017 a A-1 ROOF TRUSSES 44` 11 .11— o,"1 FOP SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131' = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 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. 4tiaq ArnpM rtxer4e'A.l YY1f IC:kS4:i!T A1:I.t;:tilliSt£(p'4":(iGi'SN:Y;i!£E tlfif`66te. 1xA trsgt n+ekr:resmesa5nfmi 4si rGnaq:Ix'§;mlk:mBraS ,.bea:l:Imeae Sdort nt 6knkun5u t irh tiB on .. -- e;muaty SAkraerz 6 badd;tf;# ttp .rr. karumaarurenanA.f axrra a saaagwxmgnp kaa. rc g.s wva ats? ,mmgf.n=;spn++ l;aw, AnhcnyT TarnboIIC,PE aewae,=rsra.wa nspm9ame c.+a+faaa gtar:rya..mwns ar.aacmt tie i q,wmemi?uape+aat.r oma.u«eaarni uuya v r,rsaaaetni m y80083. O #t s entatoxav sn 400%n'i oii eiwot-hi 0*wtiq rs W5,1rh ssrc,As meads€M.9%AptMV0.0. w ; ae e;s e; r a rcmet x.ncs uac adr waa nu,ss 445J Si Lurie Blvd. st rustiaoGeaaajaiaaxghpautt tvGa£ sytat . ,. WYaipi s:xT*t3sEapttaiwMii&t{.ACwarsdxfxaz:tntrl dxgi# :, .. . Fort Pierre, Fi•:34946 tC 1916A4ioafTraiut-AmFaiy14 ffiegl,P.E<ir#aadenan0164iamnl,iaaalaa,isOfaM3iltiwaM»76ehsaA-lRtc#Times- dntia6yi.iocEr,lt#.i.E;, JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06 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 wr+r 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN I DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS 11 VALLEYTRUly II I r, II II II BASE TRUSSES L_---— GABLE END, COMMON TRUSS, OR GIRDER P F-1 2 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL'.' BELOW ( TYP.) SECURE VALLEY TRUSS W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH NAILS 6' O.C. 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 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO LISP 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. DETAIL A NO SHEATHING) N.T.S. aq reivargr ma+ke'Air,ISrtESSESf?:,F bi41p[tRl e.c4r^11t i 1i18s`t';s:K7 s;%fY'bKn.7aasa 7eF nwerrd a'v mnt;, ktisg n.q;^ti[.s.,'. isw 4,::ier-sgm+oAws.?e. R7e:;wwc,;y r wwS«r.a: '. . pE' ri aecmirensawk natMmtMh x,i;:i t asy..<s}wef t Su«Fi ;arj,MeWswp tB:.rernees xe r:.ri pdysswd aes+n q SpLiR@.kd Sxmvpd u.r; •m'w w4¢ P.etF :'iw mwgtrwry(msf#w, iadimas.s sdh A,iihon i. Totrbo I t, P,E wisseGw;rocsmrw. t 6taKm+•esl ear;d6s +6 riw;am-N sveuhfiHiN,sgss. naadal 5rh i r,,:e#ow rK: Reygwstbl wiw+axHruxdelr scae g m ,s s'z. raal wMrxeq iid m'w s,,os ad+d - 40083 .. 'idi'.$gi,lAyA'HIx#oxi 4:FMtb AE Ph AI'tramC wi wdldM;6 t ,: i Fq Gwrerm r saiw CSitd€suflrlPal 4seMaaii6 tax6f:Rl.uaa me s;esefm4ni t..,hs.ys'=3rrs±0ngr iaxrad kru#4.dk#a .es 4451St. -L ocie 6lvd::. s.fa5dbs[sesdcFmgvrn wew,q,stn..wni. ra k>u Bs:.Aae i qt*wm.ya-,,.r , s„vm:q dweams saw-ze>fl.,:tr tmd.cwr. - . eppryktG 79t6 A-1 Rad 7nssrs AmMnt. Tam Ili, P.f. hp.49-0M,ixt"t,uamtma,npAi6-nd *Am tix wift,F-w,iss;nhmAil 1WT,#sm- Aarka. 1, fwkIoll0l. ' FortPSerrn. FL 3.9,45 JULY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34W 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNDER VALLEY I RUSbLb MUS I lit 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. TRUSSED VALLEY SET DETAIL I STDTL07 HIGH WIND VELOCITY) FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED HTO THIS FACE UP TO A NON BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD BOTTOM CHORD o e oe CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) rr.q Mein ir•ry ettx»Me'3,J IfiQt tP:isili u#b6(1z,t':&7Fixse;t'i(Kl£k;"titTJ`,4YWlii.[N(%i dw#MuBfdsq para'h s wi wta.eras`awiifle+¢bs«a4(f:1;wr4a„+ram..U.tt.9ebitxrsMe;ksga r+d-+t 3ei<N ds1a(W rS:: : YtexE:aw vi jkM am7knte #i Ai-akedi Aistass Dts:¢F a(:x. SN ! 1Ee wdaare ID6egn:ar5aa er.k p;brsadw ±sregrxs6ma2Rr daksyamre spa ii:ss de adwfwi idJ aM iN-I.1 ie n,w iYdbg aiirw wxi111. Anthony T.. w+admi3erssxw rp3dtts9 aemrm stmr¢+rr ik^wi. artwisi gemadr bi q hsgm err;amn Ya ltE,6Rwru kat areaw'rt ra+pr iwt weaa aa aserks'rss:er±Agfm tawls Wdsaul s"a.a e:,wssrrie mra tssgrssw4rnr,?Saaa sFztsikF we dsrscn wi wiE!I aE Pddml m}mws !t a wiS }€s saies:awiks re Da is. pa.,ip,iw. l7s€+ ;xw res mswaaiomlmsae; -' sroa;ks,,,pm erIm!ftmtr®rks, .a451 iter.;ufAirlYga.wEai gndww rr tpa3>rrsaenhvl tta lsns4esag.gamriq'MikagGesyA;:alrn; Sis.rg'wr>a wPw#F. tiled kms a•etibSdrErN. ' . . St. Fa; t P e c Eoo b.fE€bA-IEailaaises IaAea T.TambalA,P.Er adraiardtAisdarrx waakrais al crdris4rrttberriuea wissiorbaablEa¢tleisses Arfl4a llowbo'1q:P.f ... s FEBRUARY 17, 2017 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS el W/IOd NAILS, 6' O.C. VERTICAL STUD r o'. SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. IAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) IOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 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) 8d NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK DIAGONAL BRACING *iCL - BRACING REFER v gL REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' Of. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'Of. 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- 8. 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 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 i STUD 12' O.C. 3-8-10 5-6-11 6.6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9.12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-M 3-11-3 54-12 8-1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6-6-11 10-H 2X4 SP #2 24' O.C. 1 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED .TO BOTH EDGES. FASTEN T -AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING AILS IOd TRUSSES 0 24' D.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 Amm NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. ORT 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 k k BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 1-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 NAILS WEB ( NAILS WEB I -BRACE T-BRACE SECTION DETAILS r- — FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 FO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET kLONG 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 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORDA NAILS (0.131' X 3') NAILS (0.131' X 3'). I NATTACHAILS WITH XRT1, A L 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) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) •#12 X 3' WOOD SCREWS 0216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 zz0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N H STDTL11 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 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. ( 2X4) 3 NAILS EXAMPLE: NEAR SIDE 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NFI NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84-5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 T72-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD 131 59 46 32 30 20Z O J 135 60 48 33 30 20 U7 162 72 58 39 777T 25 J 2 O 128 54 42 28 27 19 F_ LO z Z OJ 131 55 43 29 28 19 LLI 148 62 48 34 31 21J J N Q Z 120 51 39 27 26 17 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL xs USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S] SIDE VIEW lE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451-ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X -l+ TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. i I April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLV. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 24" O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTLI4 4) 12d MAX 3011(2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 NF swon ! Jrp ..eiEo Ml9+k ie+drt.'F i '4sr % de q;+amee is 1 tl t+rt Mv:edFee `R `. ,. :: ure ne seed MF^•. xh awe 1c F•dtm 9r " sl•+ af. FSP <q. +Y sm a.xk+ah.tFrtmesmFsy Wrc4i #x'GDsw .ds.in akc versrs bsw,;oaa.n .we'vsi'x . tfi„n•F 7i s#pibt &C =-mtlm !t E+ba3 ie» R,i6Mid R d&erF kck MEaq¢t MPF a F frdF dx! .0*Ma .UeAa & x/Naa erwsed*.Y "_83 w.«b'Wn>s .,nua+awman annsr t.p...ir ..+w.o-a.dsw:-w.a 1sa.,, an-+:eeef.ra auenuen..•+aoa.w...a. a?.rr Uw +r ax rawm ot isrxta r r wa..ir er aa.. mF Pert L+iesceiaRwre90)kA^I;RaM[rrr€e4, Rathexr`:[.isaSa{{LP.f::ReadreFraa .xaor i.rlee.t t.rri FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: L THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOI LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 n2-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 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 #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') 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 Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1 -1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1 -03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.A1truss.com USP STRUCTURAL C0NNF(.T0R';x A Wbk' Company Hangers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - lOd (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4) - 10d (Header) 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - lOd (Header) F L821.42, 2) - lOd (Joist) 11- 0510.01, RR 25779 LUS26 855 990 1070 1165 4)- 10d (Header) 2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face, Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - lOd (Joist -Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member- Face Mount) 6) -10d (Carried Member - Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THAI422 1835 1835 1835 2) - 10d x 1-112 or 2 - IOd x 1-112 (Carried Member) 20) - 10d or (2) -10d (Face) 4) - IOd (Top) T4 THD26 1781, 2485 2855 3060 2170 19) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3500 1555 11) -10d x 1-112 (Carried Member) 20) -10d x 1-112 (Carried Member - Max Nailing) 20) - 16d x 1-112 (Carrying Member) 16d x 1-112 (Carrying Member- Max Nailing) r us P STRUCTURAL CONNFrTORS' Al MiTck' Connpanyi Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) -16d (Face) 6) - 16d (Joist) HTU26-2 2940 3340 3600 2175 20) - 10d (Carried Member - Max Nailing) 20) - 16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) - 10d x 1-112 (Carried Member- Max Nailing) 26) - 16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-2 4210 4770 5140 2000 22) - 16d (Face) 8) - 16d (Joist) HTU28-2 3820 4340 4680 3485 26) - 10d (Carried Member - Max Nailing) 26) - 16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1550 14) -16d (Face) 6) - 16d (Joist) STRUCTURAL C:i" NNFC:TORS' A MiTck' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU548 4210 4770 5140 2000 22) - 16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20)-16d(Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 20) -16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGU526-3 4355 4875 5230 2155 20) - 16d (Face) 8) -15d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGU528-2 7450 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGU528-3 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) 0 Fastener Comaarison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - lod (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) - 10d (Joist) 4) -10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - 10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3 MSH422 6) - lod (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) - 16d (Face - Top Flange) 4) - 10d (Top -Top Max Nailing) 4) - 16d (Top - Top Flange) 11) -10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member - Max Nailing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) ' 14) - 16d (Face) T5 THD26-2 HHUS26-2 12) - lOd (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) - 10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) - 16d x 1-112 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) - 16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) - 16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) w REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. I BREAK: Use a line to denote the E t MISSING l DAMAGED PLATE: exact location of the break g Circle Hissing or Damaged Plate 3ni I 2 3 4 5 6 7 a 9 T_1 ... k8-. 11 12 — 13- a s m ua A r m daft er®® mm ®yes ALTERNATE 1 REVISED BEARING LOCATfON: i Draw in new location of bearing, and prmide dimension of it's location MISSING PIECE: Ifthere are multiple breaks, resulting in missing IM BREAK: Use .aline to SPLIT 1 CRACK: Denote exact location of denote exact location of break damage, and xmrde length f greaterthan 12" .rImo_ TRUSS MODIFICATION: 7 If truss is too long / short, provide detailed sketch and provide dimensions as needed. MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate m .gyps F.a+'9 ...; , .•i &az t•> ...: DEFLECTION [CROWN: Denote exact location of where the start and I" out Of plane stop of the issue, as well as dimensions of where the issue occurs. 10 r 1 I 13, 0" 27 0' RL 57. Tli EI-L Ili Ill al:: IAlil ki I.I 1 707!# A FLIO FL10 a n I0 r FLIO y FL10 n 10 Z O 1' lU" 2 0" 2' 0" 2` 0 2 0 2' O" 2` O- 2 U 2' 0" 4' 4' 4 t' 4" 4 4 FL10 FLIO 52 k' i EI t11U 131J2" FLUC 11'33/4" J) 9.33/4 RUYJC.•. JiT O FU)G.-„ .. I Lot FIAY2 ., FIA)li-.... v.. twz lu6 z ti N FIA72 FIAxM t FU16..:.. r 1']OTj4" FL16CE 0" FU5 N 1 10.1/4' w U'0' 6F-- 110v_ WE VW HATCH LEGEND 12" COFFER 8 - 8" / 9' - 4" A.F.F. 18' -1 7/8" / 18' - 9 7/8" A.F.F. 40' n" M. NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCS,II-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING JA % l8; C; JUS24 JUS26 _ THD26 1 H) 1)_MSH422- iN THD46 MUS26 o) THD28 L) MSH222-2 E % THD26-2 JUS26-2 F i THD28-2 1G/ JUS46 O) LOADING ROOF FLOOR WIND LOAD o LIVELOAD 20 40 ASCE 7-10 DEAD LOAD 10 SO iS0 MPH -P C a zLIVE LOAD 10* 0 CATEGORY It m v DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FBC-2017 DURATION FACFOR L25 1.00 TPI-2014 REY GATE BY REMARKS 01 02123/2017 EGC :FLOOR SPACING J 2S6 BTM RIBBON 02 owns,2filtil IT ;CODE UPDATE It is understood that above conditions have been reviewed APPROVED are acceptable for the fabrication at trusses, APPROVED AS NOTED elevaiio fascias, crsci hiling ceI overhangs. REVISE AND RESUBMIT elevationslpitches, bearing REJECTED onditions & all detail pertaining o this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Root Trusses representative. REVIEWED BY PLAN DATE ARCH: --J--I--- - jSTRUCT:-(--j--- CUSTOMER I RYAN HOMES JOB NAME i ESTERO BAY2 "B' [i 4.Cf R'Gf/1 OPTION{5) ; MAS1fR IR4Y'LLVAlFXI COMMNTY LOT # BLDG BLDG TYPE # JOB # - MASTER; WRCEB2BLM DATE 08/15/ 2015 DRAWN: SCALE JT AREA CAtC FLOOR 1781k A- T R1Y®F ROOF 27355 .: TRU.55E5' FASCIA 355. HPuNE4LLEY LINE Sz9. 29. A FLORiDA' CORPORATION. Ph 772-409- 1010 / Fax 772-409-1015 http://www.a ltruss, com City of Sanford Building and Fire Prevention Product Approval S Permit # # 1 8- 17 2 Project Location Address tion Form G SAN,0RO FPAR y 0( r As required by Florida Statute 553.842 and Florida Administrbtive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 1 Category Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla meets InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 Job Address::*_ ZL Parcel ID: Type of Work: New! Description of Work: Bli.#LDING; RD FIiEEU NTCITYOFOION JUL 2 i 2018 ' P:E, MIT'APPLICATION pplication No: 0).— Documented Construction Value: $ 4 ° • . DIX)6Le qflistoric District: Yes' No g Re§ideii`640 Comin6rdial LJ Addition 1:1 Alteration Repair-0 DemoQ Chaage of Use•p• Moxe Plan Review Contacff Person: I_ Title: Phone: `iU -$S OpI Fax: Off- ;333-385.3 Email: I LI}C C C' LY, COY)`\ y , Property Owner Information Name Phone: LStreet:a(1_.._1: n u.t-!n _. , _ _:._ C' Resident of property? - City, State Zip:C. Co_&it c or Information ' n( Name14el=Ttv r .ttt' _ Phone: 40 Street: rSC..v Fax: 40J1- City, State State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCENiENT 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. Yksatie s-hereby ni3de to abtsin a permit n-do the wc rlc and nsta°H tioricasiTrdTcated-3-cei6fyttiat no wo rh rufst tfiatid its — commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code 2 O' 1 Revised: June 30, 2015 _ ` _ Permit Ap.plicatinn 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.ofpermit, 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 AFFIDAYIT: 1,c6rtify that all -of the foregoing information is accurate be done in compliance withall apphcable:,laws regn.lating.construction an"d zo g. Signature of Owner/Agent Date Print Owner/ Agent's Name Signature ofNotary- State of Florida Date. Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature Name f' fhat work will i -- N 2_ a3- Ve Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Contractor/. Agent is _}Personally Known to 'Me or Produced ID Type of ID BELOW IS TOROFFICE USE ONLY Permits Required: Building Electrical 0 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:. ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised; June 30-.20•1 S, _ _ _.. —.- _ -_ _.._.. _ pcani2 xtppllcadon STATEWIDE ft ' EL-AIR1-888-831-2665 HEATING ^ AIR CONDITIONING Ryan Homes 4307 Vineland Road, Suite H-20 Orlando, FL 32811 JOB NAME: Standard Series - Revised State Cert CAC032448 Phone: 407-692-9828 Revised Date: 03/20/17 Page 1 of 4 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Adjacent R-13 - Frame Wood, Exterior Windows -Low E Double Pane - U-Value .54 - SHGC .31 ; U-Value .62 - SHGC .25 Water Heater - 50 Gallon Electric Eff: 0.95 Duct Leakage Test Required RXAN_HOMES -'STANDARD $1,RIES; 4... L,AN. - TONNAGE..' AMELIA TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,798.00 BISCAYNE BAY 3.0 / 1.5 15.0 4 7,945.00 BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0 5 8,274.00 BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0 4 8,235.00 BISCAYNE TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 1 4,867.00 BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00 BONITA SPRINGS VERSION 2 OPT BONUS 3.5 15.0 3 6,527.00 BONITA SPRINGS VERSION 2 OPT SITTING RM 3.5 15.0 3 4,262.00 CORAL SPRINGS 3.0 15.0 3 4,545.00 CYPRESS GARDEN 4.0 15.0 4 5,542.00 DORAL 3.0 15.0 4 4,826.00 DORAL OPT BDRM 4 3.0 15.0 4 5,021.00 ESTERO BAY 2.0 / 2.5 15.0 4 7,183.00 ESTERO BAY OPT I ST FL BDRM 2.5/2.5 15.0 4 7,378.00 ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0 4 71454.00 ESTERO BAY OPT HOME OFFICE 2.5/2.5 15.0 4 7,439.00 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 14 7,328.00 JASMINE COVE VERSION 1 12.5 1i 15.0 12 4,368.00 HVAC STATI CI?l:'l', I.I .' l':L0113448 531 i ODISCU 11 A1' 5:u, urd. 41171 3334'0011 I --- 11 dl?_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Appflication No: Documented Construction Value: $ Job Address: ! craw1ruHistoric District: Yes No"®' Parcel 1®: Residential Commercial Type of Work: Nei Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Title: Clerical Email: info crapi-orlando.com f P operty Owner Information Name Phone: Street: Resident of property? : City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-0057881 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to $re requirements of this Permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at 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 cur ent 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 will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agaat pate Print Ouater/Agent's Name Sipatvre of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContraMOAgent pal A. Thus Smith Print Contractor/Agent's Name ijj a'A 72/I Sigma rc o 'otary-State of Ftma- Data, cc, Ma-ft L Wamic "math NOTARYPUBLIC STATE OF FLORIDA Comm# GG136M Expires 812112Q21 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 D Plumbing Gas[] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Mn. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised- June 30, 2015 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No WASTE WATER BUILDING: Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION r BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001722 Date 7/25/18 Application pin number 41498 Property Address 3640 CRAWLEY DOWN LP Parcel Number 17.20.31.5VC-0 Application type descriptio FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 422659 Application desc noc on file 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 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3947.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 106 4 Permit pin number 66224 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee 114.00 Issue Date . . . . 18 Valuation . . 5470 Expiration Date . . 1/21/19 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00 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.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1494.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.. 12 C'v g- 17ad- tj'53 IPTION AS FURNISHED: Lot 42, KENSINGTON RESERVE, a recorded in Plat Book 81, Pages 86 ilrN h 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 30 i W h O D D Zh Lo O — LOT 41 i LOT 29 LOT 28E t I S 00°19'09" E 62.50' i I LOT 42 138.80' 3B.80' I 15.00' 30.0' 0 0 7.50• W FORM80ARD FOUNDATION ; ryTOPOFFORMS - 27.85' h DOOO O ~ Oy ti LOT 43 O 5.7' 15.00' 13. 7' I o 620.7' I 7.50' S I 32.20' 25.20' 25.20' I 10' UTIL. ESMT. P.C. OF LOT 48 S 00°19'09" E (B.B.) 352.44' 62.50' CRA H7ZEY DO IYN L OOP 50' PRIVATE R/W ) ry5 0 ryh 0p p PROPOSED - FINSHED SPOT GRADE ELEVATIONS BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS FRONT = 251 PROPOSED DRAINAGE FLOW PLOT PLAN AREA CALCULATIONS RFi1R = 20• S p rv0 LOT GRADING TYPE A .\S Q0y IMPERVIOUS COVERAGE - 2,6611 SQUARE FEET OR 37.03 SIDE = 5' FOR 40' LOTS LOT CONTAINS 7,187t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 27,7' QQ, LMNG AREA CONTAINS 1,793t SQUARE FEET SIDE a 10' FOR 75' LOTS CONC/LA14AI/PORCH CONTAINS 868t SQUARE FEET SIDE STREET = 25' CRUSEIVWEETR-SCOTT ASSOC., INC. - LAND SURVEYORS LEOEMp _ l[OUTD - LWf . 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (4O7)-558- 1436IFLAE'LB TY,P. TYP]ULW V. .UPON PIPE IRL • POINT OF REVERSE -THE lA, IPDN RDD TILL POIM OF COPOWD CURVATURE NOTES. 1, THE UNOGZSRMD DOES HEREBY CERTIFY THAT HRt SURVEY man THE STANDMOS OF PRACRCE SET FORTH BY THE noO wARO'OF CN CONCRETE HWIYWIHT W, MAL SET iR. — IA. —L3 AS% N K. • NO1-RsmAL PROFTTiS10N1L SllRV'ET'ORS MHD MAPPERS W ClL1PITR SI-I> Fl.OIBDA AOM1M'STRAIM CODE PURAY.VI TO ACIIO! 472.027, ftptlDl STAKES 2 UIRSS LTABOSSFD WRN SURVEYOR'S WOHMT RE AND OR O RAGED SEAS. THIS SUM'El' MAP OR COPIES ARE NOT V.V.ID. REC RECOVERED VA. • VITNESS POINT as J• THIS SURVEY WAS PREPARED FROM TIRE DIFORMATfON FURNW&D TO ME SURVEYOR. THERE ANY BE OTHER RMRIC'TTONS POINT OF SEDWTINO CALL CALEU.ATED DC. • OF C@REN[EME. PEHLN— REFERENCE NORREHT T AFFOREASEMENTSTHATAFFECT ]TES PROPE171Y. f • CENTERLINE FF. . MR-DFDUSM CENT FF. D ROOK E LIME TINNSDNAILtDISKASLWRODKiSETDACKLINE 4. NO UNUERCROUNH MEMS H1l£ DEFN LOCATED (UNLESS 07HERWiSE SHOWN. S, TH5 SURVEY R PREPARED FOR THE SOLE BEREFT HF THESE CERTIFIED TO AND SHOW) NOT DE WUED UPOM M ANY OTHER ENTRY. R/Y . RRRT--VAY DRL LDIE- S. ONIENSKIN$ SHOWN FOR ME E OF HEREON SNOUID HOT Of USED TO RECONSTRUCT BOIINMR/ HMS. ESNT. .EASEMENT D.l. DASC 1WpTO RRAIINGE DATUM ON THEBELRWGS. ARE BUSED ASSURED DATUM AND ON THE 11HE SHOWN AS INSE BEIAA'O (B.e.) FIEVAIIONS. V`11. UTDRUill. • Y CDF OWN IJHM FFITC[ a F SHOWN. ARE WED ON NATA]WE CE'ODETIC VFRRCK DATUM OF 1929. LW-M OTMERNSE MOTED. 9. CEPMiCA1E OF AVRfOR17A710N Na I59W. LEEKjCYRCOOFCURVATUREPL • PDT. CURVATURESCALE 1- 20'-1 DRAWN BY: MLiOFP.T. • PDIM 6 TANDCTST DEnE xxwnmT CERTIFIED BY: ATE ORDER NR, o - AERCLUENcrN PLOT PLAN 11-27-17 5233-17 cImPD ccFORMBOARD FOUNDATION/ELEVS. 07-28-2018 4623-18 cMORn . cARTHa NORTH THIS SLOLDIHO/PROPERTY DOES NOT UE WITHIN WA - THE ESTABLISHED 100 1£AR FLDOD PLANE AS PER 'FIRM' TO CRUSEN R. / 4714 nHr Y• uen A .o,H>rmanr Yne_•••_.,T SHE SCO R.LS 1 4801 August 10, m 18 City of Sanford — Building Permits 300 N. Park Ave. Sanford, FL 32771 Oh: 407.688,5000 Kensington Reserve Lot 42 To whom it may concern; 3 b q o GIFA-w1V POUVAI 40o10 9— M22 it e e f vwP This letter is in regard to the items noted in the notice of violation for permit 18-1722 dated August 7 2018.Once the twelve -inch lintel ,is poured the crack seen at the location above the 12"xl2" masonry column will not compromise the structural .integrity of the lintel. In regard to Lintel L-2B not having sufficient bearing. Once Lintel L-2B and L-2A are poured the bearing between the two lintels are then considered continuous atop the 12"x 12" fully grouted masonry column are more than sufficient to exceed the intended structural capacity and meet Florida Building Code requirements. If you have any questions, please contact me at 321-430-6763. 1118ii11n1•' Ryan P. Howard Florida. P.E. #67403 1441. N: Ronald Reagan Blvd. Drive ® Phone: (407)774-6078 * Fax: (407)774-4078 WWW'.abdesigngroup.corri ri DESCRIPTION AS FURNISHED: Lot 42, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Eric Weston; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM i LOT 29 LOT 28 LOT 30 I I S 00019'09" E REC. 1/2" I.R. 62.50' I REC. 1/2" I.R. 4671 I # 4671 LOT 42 3G4,0 CQAW 1V 28.90' 2s.so' K) LOO 38.80' 7 26.8' . 50' COV'D. CONC. 15.00' 30.0' 0 0 7.50, 10.0' w w Z o TWO STORY RESIDENCE ^+ v F.F.= 27.78' LOT 43 LOT 41 V LO Lo 00 ~ 00 ~ 2i 3.0'x3.0' AC PADS 0 5.7' 15.00' UVV U. 13.7 ` " CONC. io 6.7'v o I n! Oi BRICK 20.7 7.50' I WALK 16' BRICK i I 25.20' DR. 25.20' s I mom 0.4' 10' UTIL. ESMT. ' g56q P.C. OF04 OFF OFF . LOT 48 352.44__ JAr__q REC / " I.R. 5' CONC. WALK REC 926" I.R. S 00°19'09" E (B.B.) 62.50' CRA XLEY DO XY L OOP 50' PRIVATE R/W ) Yy00 lye 6"0/ G G BUILDING SETBACKS: AS FURNISHED PROPOSED = FINSHED SPOT GRADE ELEVATICNS FRONT = 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' 40' 1/= PROPOSED DRAINAGE FLOW 4 GF0 IMPERVIOUS COVERAGE = 2,661f SQUARE FEET OR 37.09 SIDE = 5' FOR LOTS LOT GRADING TYPE ALOT 7,187± PROPOSED SQ79ESQFINISHFLOORPERPLANS - 27.7' Q LIVINGOAREA CONTAINS ARE FEET SIDE = 10' FOR 75 OTSS 25' CONC/LANAI/PORCH CONTAINS 8681 SQUARE FEET SIDE STREET = G UASETNM.ETYL'R -SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND ' LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P• PLAT F • FIELD POL• POINTON LINE TYP, • TYPICAL NOTES: IP. .. DiON PWE IR IRON ROD PR.C. • POINT OF REVERSE CURVATURE P.C.C. POINT OF COPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY 71NT THIS SURVEY' MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES CM • CONCRETE MMMENT SET LR. . V2' IR •/BLB 4596 RAD. • RADIAL RR. NON -RADIAL VP. WITNESS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSREC. . • RECOVERED PA.B. POINT BEGONING I. • POINT OF COMMENCEMENT CALL. • CALCULATED P.R.M. • PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECTTHISPROPERTY. 4. NO UNDERGROUND .'MPRO FMFNTS,HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q CENTERLINE N& D . NAIL t DISK FF. FINISHED FLOOR ELEVATION BSL • BUILDING SETBACK LINE BN. • BENCH ARK 5. THIS SURVEI'IS-PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED 70 AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. 6. DIMENSIONS SHOWN FOR THE LOCATION OF. IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V - RIGHT-DF-VAY ESHT. EASEMENT DRAIN. . DRAINAGE B. B. BASE BEARING 7. BEARINGS, ARE BAS-M ASSIiA1ED CATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) 8. ELEVATON5. IF SHOWN, ARE BASED ON NATIONA- . GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY CLFC. CHAIN LINK FENCC- 9. CERTIFlG;IE Of ALTIORIZATION No. '1596. - VDFG • WOOD FENCE C/ o • CONCRETE BLOCK SCALE I— I' DRAWN BY.• MLT P. C. • POINT OF CURVATURE P. T. POINT OF TANGENCY CERTIFIED BY: DATE - ORDER No. __ DESC. • DESCRIPTION R • RADIUS PLOT PLAN 1 1-27-17 5233-17 L _. ARC LENGTH D • DELTA FORMBOARD FOUNDATION/ELEVS. 07-28-2016, 4623-18 C ,. . CHORD CD • CHORD BEARING NORTH FINALIELEVS. 10-18-2018 6825-18 TOM X, GRUSENA4FYE.'R,-R.L.S. JIB 4714 THIS BUILDING/PROPERTY DOES NOT UE WITHIN-- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" ZONE ? L" MAP / 121170009OF (09-28-07) JAMES W. SCOTT, R. L.3 '1 4301 1-17— . JUL 11 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ Job Address f Parcel ID: Type of Work: N v M Historic District Yes No Residential Commercial AdditionAlteration Repair Demo DescriptionofWork: A ) Q, , 7 JYi n ,t Change of se Move Plan Review Contact. Person: Phone: Name L. Street: % City, State Zip: (ap-7t, Name C 1 Street: City, State Zip: Lp.(' Fax: Title: Email: formation Phone: Resident of property? mation Phone: Q L _ _ 7. Fax: 10) - L(1f - % _ a State License, No.: Ec ( Architect/ Engineer information Name: Street: Phone: City, St, Zip: Fax: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONMIENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEIt1ENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructiontothisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. P FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: Junc30; 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be other governmental entities such as found in the public records of this county, and there may be additional permits required from water management districts, state agencies, or federal agencies. y 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 requiredinordertocalculateaplanreviewP charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value «Ill 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 valuecreditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all wbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. work will Signature of Owner/Agent Date Print 0,AMm/Agent's Name Signattue of Notary -State of Florida Date Owner/Agent is Personally Known to Me orProducedIDTypeofID s signature ofContractorfAgent Date P xnt Colttrauor/Agents Name r ' t 7// l1' lJSignatureofIotay-State of Florida Date o<rsY"os, PAMELASTERNUS a ` Commission # GO 110622 at. Expires August 7, 2021 r$OFfj-0 n°"tlmruSudgatNotary services Contractor/ Agent i ` Personally Known to Me or ProducedIDTyeofIDBELOW N FOgZ OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof' ConstructionType: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:_ New Construction: Electric - # of Amps PPlumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes. No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised: June 30, 2015 WASTE WATER: BUILDING: Permit Application FIRE INSPECTIONS CITY OF SANFORD 401.562.2786 BUILDING & FIRE PREVENTION r BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001722 Date 7/11/18 Application pin number . . . 941498 Property Address . . . . . . 3640 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0420 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 422659 Application desc noc on file Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 IORLANDOFL32811 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 I PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3947.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1063148 Permit pin number 1063148 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 7/11/18 Valuation . . 541 Expiration Date . . 1/07/19 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.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-BLDG PLAN REVIEW 1494.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 01-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. CITY OF SANFORD CUST0i1ER RECEIPT *+* OPer: BLANDA Type: OC Drawer: 1Date: 7112118 01 Receipt no: 157376 Year Number 2018 1722 Amount 3640 CRAWLEY DOWN Lp 1ANhL1RD, FL 32/13p BUILDING PERMIT RECEIPTS 109.00 AC 0'5: %3 Tender detail CC CREDIT CARD focal tendered $109.00 Total payment 31Pi9.00 109.00 Trans date: 7/12/18 Time: 10:52:23 P 1 3uu . I SANFORD, FL 32rr , SALE MID: 19450 Store: 4616 Term: 2902 REF#: 00000005 Batch #: 004 RRN: 819314403109 t 0712118 10:53:02 CUC: MI Inpoice #: 1722 Trans ID: 308193535827251 APPR CODE: 04535G VISManual CNP 8696 f . AMiOUNT $ 109.00 APPROVED