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HomeMy WebLinkAbout3628 Crawley Down Lp 18-2823; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: July 02, 2018 BUILDING APPLICATION #: 18-10000597 BUILDING PERMIT NUMBER: 18-10000597 / UNIT ADDRESS: CRAWLEY DOWN LOOP 3628 17-20-31-5VC-0000-0440 1cf-:3-7TRAFFICZONE:022 JURISDICTION: J 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: 3628 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Singmily N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD HoN%iA_ng 9,000.00 1.000 dwl unit 91000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE 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 REQQUIREMENTS OF THE COUNTY LAND EVELOPMENT 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & P.REPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte. Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: J JE Project Name: Kensington Reserve Project Address: Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) REQUEST FOR TUG & PREPOWER AGREEMENT Project Name: ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Project Addmss 61 _ lf Building Permit #: ` Electrical Permit # Kensington Reserve In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes I nt Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) J Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018098860 Book:9200 Page:911: (1 PAGES) RCD: 8/27/2018 12:50:32 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homess'lt-o S-T ttr- Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-2823 Parcel tD Number: 17-20-31-5VC-0000-0440 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 # 44 of Kensington Reserve 3628 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Reran Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811 6. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Si re of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's TiVe/Of6ce) AuUronzed OfBcer/DirectorrParVadMenager) State of Florida County of _ 0 The foregoing instrument was acknowledged before me this J day of 20 18 by Dayna Mitchell Who Is personal) own tome f KOR Name of person making statement who has produced identification type of identification produced: M,,Y rr,VfvIISElrN N FF1 , !A .7 Notary Signature T yo• FXr-IRFS O,.iober 06 2010 I s REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELEG'TRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHAN CAL P'ERIVILT r . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION 7 L PERMIT APPLICATION Application No: 2c Documented Construction Value: $ 6 5FS , Job Address: 3628 Crawley Down Loop Historic District: Yes No Q Parcel ID: 17-20-31-5VC-0000-0440 Residential X Commercial Type of Work: New EA 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 Arch itectlEngineer 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, CONSCILT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Od 6/20/2018'Ar 6/20/2018 Signature ofOwne Date Signature of ntra r g Datetsl- Tracy McDonald Tracy McDonald Print Owner/ 2&pl 1 s Name Print Cont ctor/Agent's Narne 6/20/2018/20/2018 Signature of t -St e f Florida Date Signature ary-, tate of Florida Date q1P F. VIRGINIAOTERO "-a, VIRGINIAOTERO 4MY COMMISSION M GG 063257 Ay MY COfdMI$$ION 0 W 063257 t EXPIRES: January 17. 2021 EXPIRES January 17. 421 Bonded'?ru Budget Notary Services 5onoeg 'nr; &uiget Notary Services Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ' Electrical [] Mechanical ©' Plumbing© Gas Roof Construction Type: V-% Occupancy Use: (-'S Flood Zone: I t -rA C.t-i eii> Total Sq Ft of Bldg: `{ -7 Min. Occupancy Load: # of Stories: 2- New Construction: Electric - # of Amps Zora Fire Sprinkler Permit: Yes No [ # of Heads APPROVALS: ZONING: 63 UTILITIES: ENGINEERING: HTL &,Z7-18 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious are: shown on plan. (o•5*f* tmp. S cot.4Yt-f- :f)aH - 0 , Gr- ' Plumbing - # of Fixtures 2-1 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SFr 9-7-IS Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $ 117.736 Job Address: 3628 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0440 Residential QX Commercial Type of Work: New [A 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: 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. dl 6/20/2018 Signature ofOwne ent Date Tracy McDonald Print Owner/ ' Name qU 8-r 6/20/2018 Signature of t -S a fFlorida Date ro.>~ercJP VIRGINIAOTERO MY COMMISSION 0 GG 063257 f's, g EXPIRES: January 17. 2021 OF FlO Bonded Thiu Budget Notary Services Owner/Agent is x Personally Known to Me or Produced ID Type of ID 6/20/2018 Signature of ontra r g Date Tracy McDonald Print Cont tor/Agent's Name 6/20/2018 Signature ar3- tale of Florida Date r0.".a, VIRGINIAOTERO MY COMMISSION 0 GG 063257 o= EXPIRES: January17.2021 OF a Sonaed Thru Budget Notary Services Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: A/, & -0t? WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SXNFORD Y OF PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3628 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0440 Phone Number: 407.692.9820 Email: trmcdonaOnvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 1. Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O 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# 18-2823 Reviewed by: Michael Cash, CFM Date: June 27, 2018 i P I Application for Paved Driveway, Sidewalk or Walkway 9Includin Right -of -Way Use & MFti1877— Landscaping in Right_%A Way vAmmaimford".°O1 Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the uao.wrar,bNow size and location of the existing right—of-way and use shall be provided or application could be delayed. CON balm you 4 1. Project Location/Address: 3628 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: FX_1 Driveway Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: This application is Property OMntee Signature: Address: 430 in Phone: (407) 692- Completion Date Construction of New Single Family Home by. Rd #H-20 Orlando, FL 32811 Fax: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 06/20/2018 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, storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, oremploy- ass ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: the above statement and by signing this application I agree to its terms. Date: 06/20/2018 This permit shall be posted on the site during construction. Please call 407.688.6080 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: 6 " Z 7 - & Date: November 2015 ROW Use Dnveway.pdr 6/20/2018 SCPA Parcel View: 17-20-31-5VC-0000-0440 Ii.i wMr.a,.cFA Property Record Card r Parcel: 17-2L-31-5VC.-000,0-0440 anc xxc.cxxsrtv,ruxxxA Property Address: 3628 CRAr'VLEY DAWN LOOP SANt ORD, FL. 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0440 2018 Working 2017 Certified Values Values Owner(s) BRISSON WEST PROJECT I LLC _. .. Valuation Method Cost/Market Cost/Market Property Address 3628 CRAWLEY DOWN LOOP SANFORD, FL 32773 Number of Buildings 0 0 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name KENSINGTON RESERVE Depreciated EXFT Value Tax District S1-SANFORD Land Value (Market) $67,000 $14,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions us 1 a. ra Value " $67,000 $14,000 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 O Assessed Value $67,000 $14,000 a Tax Amount without SOH: $266.58 i•/ ( 2017 Tax F3EII Amount $266.58r R a Tex F_.Si mater a i Save Our Homes Savings: $0.00I115iI + A rw i Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 44 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Seminole County GIS Assessment Value Exempt Values County General Fund 67,000 0 Schools 67,000 0 City Sanford 67,000 0 SJWM(Saint Johns Water Management) 67,000 0 County Bonds 67,000 0 Taxable Value Sales Description Date Book Page Amount Qualified Vac/Imp No Sales 67,000 !. 67,000 67,000 67,000 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: i-011 116 I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Z CG O—A-0 Low l b L. t a n Street Address) Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this ->'P day of _S'-A-, 200 18 , by Robert Lattanzi who is c o who has produced as identification and who did (did not) t eaq Qath. S ignature Notary Seal) 2o,,IkYP°,, VIRGINIAOTERO r MY COMMISSION # GG 063257 EXPIRES: January 17.2021 sleoF f:P BondW Thro EudOEt Notary SeNices Rev. 08.12) Print or type name Notary Public - State of Commission No. 44 2t My Commission Expriries: SQ.FT. CALC.'S IST FLR. LIVING I111 5Q. FT. 2ND FLR LIVING 928 SQ. FT. TOTAL LIVING z645 5Q. FT, 3-CAR GARAGE 602 SQ. FT. ENTRY 68 SQ. FT. ENTRY 122 50, FT, TOTAL 3431 50. FT, EXTERIOR MASONRY WALL BRG. HEIGHTS 9'-4' BRIG, LOAD BRG-WALL FiiSf FLR WNDOW CALCS COM ON84T AND CLADDING WIND LOADS 848IC WIND EXPOSURE FOR 3 SECOND GUSTS CALL • 741!? E ZONE 15D 6" W0 AM CE%ftJCR 71 1 S 26.5! -32.1 2 5 283/ -3SbOJ-1 3 3080 D51 W 2111' SL. q 181/ -314 3A 1 14-5H 5 31.9/ -34b 4 34 2)25-5H 4 295/ -322 5 34 2)25-5H 5 295/-31.9 5A 34 2)25-SH 5 295/-31.5 6 13 9080 513D. 4 215/ -305 T 34 2)15-5N EGRESS S 2951-31.9 IA 34 2EG5-5H RESSS 30.9/-408 1B 34 25- SW EGRESS 4 304/-331 8 10 TEI VIH3-SH431.9/ -346, WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) 15 VULT. 0 / VASD•II& t-PH B INTERNAL PRESSURE CO=FFICENT- .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE VALUES FOR C4)MPONENT5 7 CLADDING PRESSURE ARE BASED ON THE Vu1L DE5CN WIND SPEED, FBGR 5TH ED. (20141 ALLOLL6 THESE PRE55URE5 TO BE MULTIPLIED BT 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BT F'RDDUCT MANIFACTURER5, 3 I ' DBL Tcp y rt47' IN 4% G RZgrED E'OLtJCABINET I C ItN 40'-0 9 [• 5 2 ". Z' I -4• HB. f ( 2) 25. O 1•- 25- 544 ...... I Oi EGRESS dO DINETTE s I0'-2'xl3'-2' vOL. GLG. io COVERED LANAI n w CLG. lA j A 6 O 50B0S.GD. q O WNER'S SUITE I VOL. CLG m 6 -8' 3--4- O' la -10' S I•l ...... l3 "4' S "g• FAMILY RM. 1 VOL. CLG. w IL p OIO jATTIC O O uII I a. IR-ISH r--- IR- ISH II II AGCE% 19 4 U -4' I l0 II KITCHEN OL. CLG. II I I CLG. SLOPE I CLG. 5LOF''E T 9 m ti 0 CLG. DBL. (KAA) I OVEN W la J_ 3 -I 2 "5' 1-b• i 4•. RifTC'x• S0' y. 4 0 42' 3 b' I3 9'1-4I I t3 -4' IR-ISH N I HKaFl S ISH I Y i OPT. yIr I SSH/ SSPl g •• 3 -4• 2 -10' 2 II LINE OF 2ND. 2ND. FLRT OPF_ iN HDR • 4.4 I 1' 4.4 v 4- SH l'-D' 4FF C POST 5W POST V ASIhET CCROUN ZDINING RM. • w I I 4.4 I rlDULDINi 13'-6'xl2'-0' • ¢ I I I I iL 1I 2' HIGH N GI RR LAUN. ° m I WALL W/ O d CLG d WIOOD 6- - ---. ,, 4 Ip II OCAP 2 S 4'-2- 1 a y, L U 42 60' OOND) L TUB 42' HIGH WALL COND) tQ! PED'" 56 6C l'F 6 xE 6' PWDR - . 9 - 4' CLG TILE) 4'- 2' R/T l -0' sL5 ABV. 3' ' - 3' 0'_2 0• O O BOLLARD we 33 3-CAR GARAGE I t• H I2S' SL MT, 9' 4' GLG I(L L-- LINEOF 2ND FLR ABY, ry 6 1`-1m• ENTRY I 11-4'xb'- O' r 22 z; 1 9'-a' GLG_- 1ATTIC I L- 4--J I I HB. I O2 4 l 4 0 0B - 0' 44 ib 0 I, a. t 4—m' FIRST FLOOR PLAN ELEV. A A R C H I T E C T S qesign Gr 1441 NROMAUD READ W 6LVD. LONG ODD, FL 32M 407.774E076 w FA 407- 77q 76 A4 t. 0003325 tTaDrv. at L01 KENSINGTON RESERVE LOT 44) IWDSLc BISCAYNE BAY VERSION# 01) 2997. 000/044R1 PAGI M FIRST FLOOR PLAN ELEVATION- A" AFIChfTECT: STATE OF FLORIDA DATL': 5 /21 / 18 DCAXM 1/4"= 1'-O" atmar 3 or 8 eCONDFL9 Wtl".CA4CS COI 00IIENT AND CLADONG WIND LOADS BASIC WIND EXPOSLFIE FOR 3 SECCtO OUSTS CALL I i soukgE WPCTR zchIE r=,A.GME 15 31DS0 5i-' EGRESS 2 i5l SLI 4 EGRE55 3 15, 3050-54 4 1 EGRE56 F 4 319/ -34,r, T 5 30, 3050-5" EGRESS 1 31,1/ -330 Alo I 3I.S/ 34b 1030-5" _4 34f. S IS EGRESS -33.5 WIND --- DESIGN CRITERIA A. BASIC WIND SPEED MP" (3 SECOND GUST) VUL T i 150 / VA5D =I;& MPH B. INTERNAL PRESSURE COEFFICENT-16 RISK, CATEGORY. TYPE II D. EXPOSURE CATEGORI C NOTE VALUES FOR COMPONENTS I CLADDING PRESSURE ARE BASED ON T F- Vull DESIGN WIND Sf=ED FB, 'TH ED. (11017) ALLOWS T1.Z&E PRESSURES TO BE MULTIPLIED By 06 TO MEET THE AI-1.0145LE OR NOMINAL TESTED VALUES USED BY PRODUCT I I CW d'l ol > wT41 42' ;.41G" G, q 12'-0'.11 -0' IFZX I STAIR DATA: -10 LUALL LU/ CLG 17 RISERS 07,57- 00 WOOD CAP 016TREADS010" A 1- NOSE O 4-0 w 5F, ti 2 -6 3-0' 0. 2' IG ----3/4'T 5U5 a. FI-DOR G LED FLOOR G-ED LED 'Al, ED 0 B D RIM 13 LOFT o. a r- L G. D5L 5TU0 9) 3050 5 0 an ly I I TEMP O (D2030-5,4 2030-SI4 (DTO [D NAiLfW, W!';2,F, EGRE&E, A LS TD BE LED FROM P-Alf—De - - - - ---------------- PLATE 2) LAYERS 01 3/1' 2030-514 ELEV.Aa-1)) 4'MAX RE m III 5k;5 2020-&H LAYERS CF 3/ FLOOR MATERI! RIPS FOR SOLID NAILIIW, . .......... . . - L - - - - - - - - - - - - - - - (ELEV, C) R fl2.3 I FLR, BELOWLINEOF6T W1 IfA5'C:.AL/ ui V -4' 2 4' 4' x----------- - LINE _Gt L5T _FL R BEL ay 0,1 x .A IRE I OR-- NS EA2 . STRN,ER - - - - - - - - - - - - - - r . . ... .. ... .... ........ ................................ ..... .... -------- - SECURED uU 12. 61-61 C31 2.12 SIP STRj--RS YIDZ' 11 -A- 2.4 PLATE SECONDFLOORPLAN ELEV. A STAIR SECTION STD. 9'-4" BRG. --.........--- rA It C N IT E C T S-1 Designe rouGrXoLuslT;... 1"l R. RONAID RlAGAN BLVD, LONGWOM I'l. 32750 M 407.7 70.07 F-07-77-79 M SUISIDIV. & MT.1 KENSINGTON RESERVE LOT 4 4) MODEL BISCAYNE 13AY VERSION#01) PROJECT#: 299Z000/044M PAGE: HC 0 N 1) ll,O01? PLAN ELEVATION -A" ARCHITECT S7rATE. Cf:FLORIDA DATE: 5/21/18 SCALE: 1/4 l'-- 0" SHEET d 0 F FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot44KensingtonReserveBiscayneBayGRW Builder Name: RYAN HOMES Street: 3628 CRAWLEY DOWN LOOP Permit Office: SANFORD C11 ``",, City, State, Zip: SANFORD , FL, 32773 Permit Number: e 2 Owner: Jurisdiction: 61,5108 Sf- NFORD Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(3069.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1693.90 ft2 b. Frame - Wood, Exterior R=13.0 1016.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 359.67 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (2600.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2485.00 ft2 6. Conditioned floor area above grade (ft2) 2645 b. Knee Wall (Vented) R=19.0 115.00 ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(368.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 382.2 a. U-Factor: Dbl, U=0.35 282.99 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 185.6 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 72.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit b. Central Unit 34. 8 SEER:15.00 18. 0 SEER:15.00 c. U-Factor: Dbl, U=0.32 13.33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: b. Electric Heat Pump 17.2 HSPF:8.20 Area Weighted Average Overhang Depth: 3.869 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2839.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 19 11 .00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 692.00 ft2 None c. other (see details) R= 236.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.139 Total Proposed Modified Loads: 79.00 PASS Total Baseline Loads: 86.31 1 hereby certify that the plans and specifications covered by Review of the plans and CKE STgT this calculation are in compliance th the Florida Energy Code. specifications covered by this calculation indicates compliance pti.. x z FO+f with the Florida Energy Code. PREPARED BY: ' Before construction is completed r- - -_ DATE: ___ 5-24-1.8 .Scott_Pratt- this building will be inspected for ti compliance with Section 553.908 I hereby certify that this buildXasd'ed, is in compliance Florida Statutes.with the Florida Energy Cod OWNER/ AGENT: 0i7 WB BUILDING OFFICIAL:DATE DATE: 5/24/201-- ___-- 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). 5/ 24/2018 4:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot44KensingtonReserve Bisc Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 2645 Lot # 44 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3628 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 Blockl 1717 16998.3 2 Block2 928 7424 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1717 16998.3 Yes 4 1 1 Yes Yes Yes 2 2nd Floor 928 7424 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 29 ft' 13 0 0 1 2 Floor over Garage 2nd Floor ____ ____ 207 ft' 13 0.25 0 0.75 3 Slab -On -Grade Edge Insulatio 1 st Floor 194.5 ft 0 1911 ft' 0.2 0 0.8 4 Floor Over Other Space 2nd Floor ____ ___ 692 ft' 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 2401 ft' 538 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2147 ft' N N 5/ 24/2018 4:08 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 Knee Wall (Vented) 2nd Floor 19 Batt 115 ft2 0.23 Wood 2 Under Attic (Vented) 1 st Floor 38 Blown 1537 ft2 0.11 Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 948 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below t To .---Wall-Type Space alue.- Ft-- 1 N Exterior Frame - Wood 2nd Floor 13 24 0 8 0 192.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 33 1 11 1 366.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 39 6 8 0 316.0 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 17 6 8 8 151.7 ft2 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 24 0 8 0 192.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 55 11 11 1 619.7 ft2 0 0 0.6 0 7 E Exterior Frame - Wood 2nd Floor 13 39 6 8 0 316.0 ft2 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 4 11 4 230.4 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 41 6 8 8 359.7 ft2 0 0.23 0.3 0 10 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 7 0 11 1 77.6 ft2 0 0 0.6 0 11 N Exterior Concrete Block - Int Insul 1st Floor 4.1 2 0 11 1 22.2 ft2 0 0 0.6 0 12 W Exterior Concrete Block - Int Insul 1st Floor 4.1 4 0 8 8 34.7 ft2 0 0 0.6 0 13 S Exterior Concrete Block - Int Insul 1st Floor 4.1 7 0 11 1 77.6 ftZ 0 0 0.6 0 14 E Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 11 4 113.3 ft2 0 0 0.6 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 Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft2 in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 5 W 4 Vinyl Low-E Double Yes 0.35 0.29 N 6.3 ft2 7 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 6 W 4 Vinyl Low-E Double Yes 0.32 0.25 N 13.3 ft2 7 ft 0 in 0 ft 2 in Drapes/blinds None 7 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 8 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 6.9 ft2 1 ft 0 in 12 ft 6 in Drapes/blinds Exterior 5 9 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 6.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 11 E 14 Vinyl Low-E Double Yes 0.62 0.29 N 72.0 ft2 10 ft 0 in 0 ft 2 in None Exterior 5 12 N 2 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 10 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 13 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 5/24/2018 4:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 WINDOWS Orientation shown is the entered, Proposed orientation. v # Wall Ornt ID Frame Panes NFRC Overhang U-Factor SHGC Imp Area Depth Separation Int Shade Screening 14 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 602 ft' 602 ft' 74 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000411 2849.3 156.42 294.17 .3691 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.5 32.6 kBtu/hr 1 HSPF:8.2 17.2 kBlu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 15 34.8 kBtu/hr 0 cfm 0.78 1 SEER: 15 18 kBtu/hr 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 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 6 382.2 ft Attic 6 185.6 ft 2nd Floor 2nd Floor 95.55 ft Default Leakage 2nd Floor (Default) (Default) 46.4 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Mar Id Mar Apr Apr May X Jun X JUI JU X AugX Aug Se Sep Oct Oct Nov X Dec Dec VentingFebMayJunJulOctNovThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/ 24/2018 4:08 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* = 92 The lower the EnergyPerformance Index, the more efficient the home. 3628 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. Concrete Block - Int Insul, Exterior R=4.1 1693.90 ft' b. Frame - Wood, Exterior R=13.0 1016.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 359.67 ft' 4. Number of Bedrooms 5 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2485.00 ft' 6. Conditioned Floor area (ft') 2645 b. Knee Wall (Vented) R=19.0 115.00 ft' c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=0.35 282.99 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 382.2 SHGC: SHGC=0.29 b. Sup: Attic:, Ret: 2nd Floor, AH: 2nd Floor 6 185.6 b. U-Factor: Dbl, U=0.62 72.00 ft' SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.32 13.33 ft' a. Central Unit 34.8 SEER:15.00 SHGC: SHGC=0.25 b. Central Unit 18.0 SEER:15.00 d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 3.869 ft. b. Electric Heat Pump 17.2 HSPF:8.20 Area Weighted Average SHGC: 0.289 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1911.00 ft' a. Electric EF: 0.95 b. Floor Over Other Space R=0.0 692.00 ft' b. Conservation features c. other (see details) R= 236.00 ft' 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 compliant f res. Builder Signature: Date: 5/24/2018 Address of New Home: 3628 1 own Loop City/FL Zip: 32773 THE STArFO r4, e01) 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. 5/24/2018 4:08 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: 3628 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 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. 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in 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. 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryne 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. 5/24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 5/24/20t 8 4:07:30 PM Page 1 of 1 Manual S Compliance Report Job: Lot44Kensing ton Reserv... Wrightsoft$ P p Date: 11-15-13 zone 1 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Outdoor design DB: 92.50F Sensible gain: 26545 Btuh Entering coil DB: 78.7°F Outdoor design WB: 76.2°F Latent gain: 4450 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 30995 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 30609 Btuh 115% of load Latent capacity: 4517 Btuh 102% of load Total capacity: 35126 Btuh 113% of load SHR: 87% Design Conditions Outdoor design DB: 42.3°F Heat loss: 25965 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 126% of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 8.6 kW 114% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft" 2018-May-24 16:10:16 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCP.... BayGRW Lot44KensinglonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft' Manual S Compliance Report zone 2 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Job: Lot44Kensing ton Reserv... Date: 11-15-13 By: JM Outdoor design DB: 92.50F Sensible gain: 9973 Btuh Entering coil DB: 76.10F Outdoor design WB: 76.20F Latent gain: 1447 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 11420 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140181K+ASPT25B14A Actual airflow: 600 cfm Sensible capacity: 14828 Btuh 149% of load Latent capacity: 2136 Btuh 148% of load Total capacity: 16964 Btuh 149% of load SHR: 87% Design Conditions Outdoor design DB: 42.3°F Heat loss: 8254 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140181 K+ASPT25B14A Actual airflow: 600 cfm Output capacity: 17200 Btuh 208% of load Capacity balance: 25 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.2 kW 131% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-May-24 16:10:16 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 ACCA ... SayGRW\Lot44KensingionReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W Component Constructionswrightsoft9p Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton Reserv... Date: 11-15-13 By: JM Project• For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Conditions DesignLocation: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality 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 Btuh/h -°F ft--"FBtuh Btuh/W Btu Btu h.ht- Btuh Walls 12C- Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" n 162 0.091 13.0 2.52 408 2.35 381 gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud a 310 0.091 13.0 2.52 781 2.35 729 s 177 0.091 13.0 2.52 446 2.35 416 W 259 0.091 13.0 2.52 653 2.35 609 all 908 0.091 13.0 2.52 2289 2.35 2136 Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n 541 0.201 4.1 5.57 3014 4.37 2367 Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 231 0.201 4.1 5.57 1288 4.37 1011 s 423 0.201 4.1 5.57 2354 4.37 1848 w 68 0.201 4.1 5.57 376 4.37 295 all 1263 0.201 4.1 5.57 7032 4.37 5521 16A- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" a 115 0.049 19.0 1.36 156 3.64 419 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, clr innr, n 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; s 50% outdoor insect screen; 1 ft overhang (5 It window ht, 1.42 ft sep.); w 6. 67 ft head ht all 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.3 It window ht, 11.17 ft sep.); 6.67 If head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (3 It window ht, 1.42 ft sep.); w 6. 67 ft head ht all 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 312 0.091 13.0 2.52 786 1.45 453 30 0.350 0 9.69 291 9.41 282 15 0.350 0 9.69 145 9.68 145 45 0.350 0 9.69 436 26.1 1173 90 0.350 0 9.69 873 17.8 1600 33 0.350 0 9.69 317 9.41 308 6 0.350 0 9.69 58 26.1 156 12 0.350 0 9.69 116 26.1 313 18 0.350 0 9.69 175 26.1 469 65 0.350 0 9.69 634 26.1 1704 W rightsoft, 2018-May-24 16:10:16 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCP.... BayGRW\Lot44KensingionReserveBiscayneBayGRW.rup Calc = MJB House faces: W 2A-2omd: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 10 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (3.17 ft window ht, 12.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 10 ft overhang (5.3 ft window ht, 0.17 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 50% drapes, medium; 50% outdoor insect screen; 7 ft overhang (6.7 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, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 7 ft overhang (4.17 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type w 11 DO: Door, wd sc type n Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 72 0.620 7 0.350 32 0.350 33 0.350 13 0.320 6 0.350 20 0.600 18 0.390 2350 0.026 19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 exi ins, r-19 152 0.049 cav ins, tight crwl ovr, r-11 wall insul 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 29 0.068 154 0.068 all 183 0.068 22A-tpl: Bg floor, light dry soil, on grade depth 166 0.989 411- wrightsoft Right -Suite® Universal 2018 18.0.13 RSU23828 MCA...BayGRW\Lo144KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W 0 17.2 1237 16.9 1218 0 9.69 67 10.7 74 0 9.69 314 9.67 313 0 9.69 317 9.41 308 0 8.86 119 11.4 152 0 9.69 61 9.41 59 6.3 16.6 334 18.5 372 0 10.8 193 12.0 215 38.0 0.72 1692 1.41 3321 30.0 0.47 72 0.30 45 13.0 1.88 54 0.98 28 13.0 1.88 290 0.98 150 13.0 1.88 344 0.98 178 0 27.4 4534 0 0 2018-May-24 16:10:16 Page 2 Component Constructions Job: Lot44Ken sing ton Reserv-.. wrightsoft® p Date: 11-15-13 zone 1 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 COD ISCO WAY, SAN FORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Project Information For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Orlando/ Jetport, FL, US Elevation: 105 ft Latitude: 280N Outdoor: Heating Dry bulb (°F) 42 Daily range (OF) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M) Method 76 Construction quality 7. 5 Fireplaces Heating 70 28 30 0. 8 Simplified Average 0 Cooling 75 18 50 45. 8 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain fR Bluh,fil-°F fP-°F,'Btuh Btu h1111 Btu BtuhltP Btu Walls wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n 541 0.201 4.1 5.57 3014 4.37 2367 2kkwall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 231 0.201 4.1 5.57 1288 4.37 1011 s 423 0.201 4.1 5.57 2354 4.37 1848 w 68 0.201 4.1 5.57 376 4.37 295 all 1263 0.201 4.1 5.57 7032 4.37 5521 Partitions 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 312 0.091 13.0 2.52 786 1.45 453 fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 33 0.350 0 9.69 317 9.41 308 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.3 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 65 0.350 0 9.69 634 26.1 1704 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, a 72 0.620 0 17.2 1237 16.9 1218 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 10 ft overhang (8 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, s 7 0.350 0 9.69 67 10.7 74 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (3.17 ft window ht, 12.5 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 32 0.350 0 9.69 314 9.67 313 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 ft overhang (5.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 33 0.350 0 9.69 317 9.41 308 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 10 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht 411- 2018-May-2416:10:16 wrightsoft` Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 ftC... BayGRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk firm mat, clr innr, w 13 0.320 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 50% drapes, medium; 50% outdoor insect screen; 7 It overhang (6.7 It 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, w 6 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 50% outdoor insect screen; 7 It overhang (4.17 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type w 20 0.600 11 DO: Door, wd sc type n 18 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1402 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 166 0.989 wrightsot® m Right - Suite® Universal 2018 18.0.13 RSU23828 BayGRW\ Lot44KensingionReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W 0 8.86 119 11.4 152 0 9.69 61 9.41 59 6. 3 16.6 334 18.5 372 0 10.8 193 12.0 215 38. 0 0.72 1010 1.41 1981 0 27.4 4534 0 0 2018- May-24 16:10:16 Page 4 Component Constructions Job: Lot44KensingtonReserv... wrightsoft® p Date: 11-15-13 zone 2 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM olifigLect inTormation For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 16 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area u-value Insul R Htg HTM Loss Clg HTM Gain ft Btuh1ft -°F ft-°FBtuh Btuh4P Btu Btu h Nf2 Btu Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions none) Windows 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=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 It overhang (5 It window ht, 1.42 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=0.29); 50% drapes, medium; 50% outdoor insect screen; 1 If overhang (3 ft window ht, 1.42 ft sep.); 6.67 ft head ht Doors none) Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr n 162 0.091 13.0 2.52 408 2.35 381 e 310 0.091 13.0 2.52 781 2.35 729 s 177 0.091 13.0 2.52 446 2.35 416 w 259 0.091 13.0 2.52 653 2.35 609 all 908 0.091 13.0 2.52 2289 2.35 2136 e 115 0.049 19.0 1.36 156 3.64 419 n 30 0.350 0 9.69 291 9.41 282 s 15 0.350 0 9.69 145 9.68 145 w 45 0.350 0 9.69 436 26.1 1173 all 90 0.350 0 9.69 873 17.8 1600 e 6 0.350 0 9.69 58 26.1 156 w 12 0.350 0 9.69 116 26.1 313 all 18 0.350 0 9.69 175 26.1 469 948 0.026 152 0.049 29 0.068 154 0.068 all 183 0.068 38.0 0.72 683 1.41 1340 30.0 0.47 72 0.30 45 13.0 1.88 54 0.98 28 13.0 1.88 290 0.98 150 13.0 1.88 344 0.98 178 wrightsoft" 2018-May-24 16:10:16 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 4CCf...BayGRW\Lot44KensingionReserve8iscayneBayGRW.rup Calc = MJ8 House faces: W Fk wrightsoft® 2018-May-24 16:10:16 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 CCA ... Bay GRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House laces: W Project Summary Job: LotWensingtonReserv... ftWrightso' Date: 11-15-13 Entire House By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Notes: L.S. 12-15-17 SRP RVSD 02-21-18 SRP L.S. 5-24-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26200 Btuh Structure 23827 Btuh Ducts 8020 Btuh Ducts 11786 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34219 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 35614 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3911 Btuh Ducts 1986 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2645 2645 Equipment latent load 5897 Btuh Volume (ft3) 25570 25570 Air changes/hour 0.36 0.19 Equipment Total Load (Sen+Lat) 41511 Btuh Equiv. AVF (cfm) 153 81 Req. total capacity at 0.70 SHR 4.2 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. r- wri9htsoft- 2018-May-24 16:10:16 y Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 1 ACCA'...BayGRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W Project Summary Job: Loll:WensingtonReserv... wrightsoft ro Y Date: 11-15-13 zone 1 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Notes: L.S. 12-15-17 SRP RVSD 02-21-18 SRP L.S. 5-24-18 SRP Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19641 Btuh Ducts 6324 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25965 Btuh Infiltration Orlando/Jetport, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 16983 Btuh Ducts 9562 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 26545 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2850 Btuh Ducts 1600 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2) 1717 1717 Equipment latent load 4450 Btuh Volume (ft3) 17986 17986 Air changes/hour 0.30 0.16 Equipment Total Load (Sen+Lat) 30995 Btuh Equiv. AVF (cfm) 89 47 Req. total capacity at 0.78 SHR 2.8 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AH R I ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 36 OF Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 0 1160 cfm 0.045 cfm/Btuh 0.40 in H2O Input = 9 kW, Output = 29488 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 27144 Btuh Latent cooling 7656 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf tsoftt^ 1 _...„._ ..._ . Right -Suite® Universal 2018 18.0.13 RSU23828 2018-May-2416:10:16Page 24M...BayGRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W PtSummary Job: LotWensingtonReserv... Project - Wrightsoft* Y Date: 11-15-13 zone 2 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Prooect Information For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 12-15-17 SRP RVSD 02-21-18 SRP L.S. 5-24-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 6559 Btuh Ducts 1695 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 8254 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 928 928 7584 7584 0.51 0.27 65 34 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140181 K AHRI ref 8242613 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 25 OF Backup: 8.2 HSPF 17200 Btuh Ca) 47°F 26 0 600 cfm 0.073 cfm/Btuh 0.40 in H2O Input = 3 kW, Output = 10808 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 7449 Btuh Ducts 2524 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 9973 Btuh Latent Cooling Equipment Load Sizing Structure 1061 Btuh Ducts 386 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 1447 Btuh Equipment Total Load (Sen+Lat) 11420 Btuh Req. total capacity at 0.75 SHR 1.1 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140181 K Coil ASPT251314A AHRI ref 8242613 Efficiency 12.0 EER, 15 SEER Sensible cooling 13500 Btuh Latent cooling 4500 Btuh Total cooling 18000 Btuh Actual air flow 600 cfm Air flow factor 0.060 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rp- wr1Qhtsoff`t- 2018-May-24 16:10:16 Right-SuileG Universal 2018 18.0.13 RSU23828 Page 3 Baca. ... BayGRW\Lot44KensinglonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD• FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LotWensingtonReserveffi Date: 11-15-13 By: JM 1 Room name Entire House zone 1 2 Exposed wall 292.5 ft 165.5 ft 3 Room height 9.7 ft d 10.7 If d 4 Room dimensions 5 Room area 2624.3 ft2 1676.3 ft' Ty Construction number U-value Btuh/ft2-*F) Or HTM BtufUft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W/ t--G 12C-Osw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 n n n 2.52 9.69 5.57 2.35 9.41 4.37 192 30 574 162 0 541 408 291 3014 381 282 2367 0 0 574 0 0 541 0 0 3014 0 0 2367Vjl 11 2A-tom 12C-Osw 0.350 0.091 n a 9.69 2.52 9.41 2.35 33 316 0 310 317 781 308 729 33 0 0 0 317 0 308 0y/ W 2A-2om 16A-19ad Blk wall, stucco ext 0.350 0.049 0.201 a a a 9.69 1.36 5.57 26.06 3.64 4.37 6 115 369 0 115 231 58 156 1288 156 419 1011 0 0 369 0 0 231 0 0 1288 0 0 1011 2A-2om 2A-2omd 0.350 0.620 a a 9.69 17.17 26.06 16.92 65 72 0 72 634 1237 1704 1218 65 72 0 72 634 1237 1704 1218 y/ L--C 12C-0sw 2A-2om wall, stucco ext 0.091 0.350 0.201 s s s 2.52 9.69 5.57 2.35 9.68 4.37 192 15 495 177 12 423 446 145 2354 416 145 1848 0 0 495 0 0 423 0 0 2354 0 0 1848VbBlk 2A-2om 2A-2om 0.350 0.350 s s 9.69 9.69 10.74 9.67 7 32 0 26 67 314 74 313 7 32 0 26 67 314 74 313 Val 2A-2om 12C-Osw 0.350 0.091 s w 9.69 2.52 9.41 2.35 33 316 33 259 317 653 308 609 33 0 33 0 317 0 308 0 I--G 2A-2om 0.350 w 9.69 26.06 12 0 116 313 0 0 0 0 I-G 2A-2om 0.350 w 9.69 26.06 45 0 436 1173 0 0 0 0 Blk wall, stucco ext 2A-2om 0.201 0.320 w w 5.57 8.86 4.37 11.38 107 13 68 11 376 119 295 152 107 13 68 11 376 119 295 152 2A-2om 11J0 0.350 0.600 w w 9.69 16.62 9.41 18.51 6 20 6 20 61 334 59 372 6 20 6 20 61 334 59 372 R 12C-Osw 0.091 2.52 1.45 330 312 786 453 330 312 786 453 I-- D 11DO 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 18 2350 18 2350 193 1692 215 3321 18 1402 18 1402 193 1010 215 1981 CF 19C-19csco 0.049 0.47 0.30 152 152 72 45 0 0 0 0 F 20P-13t 0.068 1.88 0.98 29 29 54 28 0 0 0 0 F 20P-13t 0.068 1.88 0.98 154 154 290 150 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 1676 166 4534 0 1676 166 4534 0 6 c) AED excursion 0 0 Envelope loss/gain 21543 18865 16952 12677 12 a) Infiltration 4657 15M 2688 8% b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 7 1610 7 1610 Appliances/ other 1800 1800 Subtotal ( lines 6 to 13) 26200 23827 19641 16983 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26200 23827 19641 16983 15 Duct loads 31 % 51 % 8020 11786 321/6 56 % 6324 9562 Total room load 34219 35614 25965 26545 Air required (cfm) 1760 1760 1160 1160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gtitsol't AG Z`A u •• •-•-- -• Right -Suite® Universal 2018 18.0.13 RSU23828 2018- May-24 16:10:16 Page 1 BayGRW\ Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W g F wrightsoft' Right-M Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name zone 2 2 Exposed wall 127.0 fl 3 Room height 8.0 It d 4 Room dimensions 5 Room area 948.0 ft2 Ty Construction number Ul- value Btuh/ ft2 °F) Or HTM BtutVft2) Area ( ft or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII 12C-Osw 0.091 n 2.52 2.35 192 162 408 381 G 2A-2om Blk wall, stucco ext 0. 350 0. 201 n n 9. 69 5. 57 9. 41 4. 37 30 0 0 0 291 0 282 0 y! I-. G 2A-2om 0.350 n 9.69 9.41 0 0 0 0 11 V L_ { 12C- Osw 0.091 a 2.52 2.35 316 310 781 729 2A- 2om 16A- 19ad wall, stucco ext 0. 350 0. 049 0. 201 a a a 9. 69 1. 36 5. 57 26. 06 3. 64 4. 37 6 115 0 0 115 0 58 156 0 156 419 0 W V6Blk 2A- 20m 2A- 2omd 0. 350 0. 620 a a 9. 69 17. 17 26. 06 16. 92 0 0 0 0 0 0 0 0 Vy L-- G 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 s s s 2. 52 9. 69 5.. 2. 35 9. 68 192 15 0 177 12 0 446 145 0 416 145 0 2A- 2om 0.350 s 9.6969 10.7474 0 0 0 0 2A- 2om 0.350 s 9.69 9.67 0 0 0 0 2A- 2om 0.350 s 9.69 9.41 0 0 0 0 v 12C-Osw 0.091 w 2.52 2.35 316 259 653 609 I-- G 2A-2om 0.350 w 9.69 26.06 12 0 116 313 I 2A-2om Blk wall, stucco ext 2A• 2om 0. 350 0. 201 0. 320 w w w 9. 69 5. 86 8.86 26. 06 4. 3 11. 38 45 0 0 0 0 0 436 0 0 1173 0 0 2A- 2om 11J0 0. 350 0. 600 w w 9. 69 16. 62 9. 41 18. 51 0 0 0 0 0 0 0 0 R t2C-Osw 0.091 2.52 1.45 0 0 0 0 0 11 DO 16B• 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 0 948 0 948 0 683 0 1340 CF 19C-19cscp 0.049 0.47 0.30 152 152 72 45 F 20P-131 0.068 1.88 0.98 29 29 54 28 F 20P-13t 0.068 1.88 0.98 154 154 290 150 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 605 Envelope loss/gain 4590 6793 12 a) Infiltration 1968 656 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 16559 7449 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6559 7449 15 Duct loads 26 % 341% 1695 2524 Total room load 8254 9973 Air required (cfm) I 1 1 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoR^ 2018-May-24 16:10:16 r - -• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 BayGRW\ Lot44KensingtonReserve8iscayneBayGRW.rup Calc = MJ8 House faces: W IF wrightsoft` Right-JO Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LotWensingtonReserveffi Date: 11-15-13 By: JM 1 Room name zone 1 laundry 2 Exposed wall 165.5 ft 0 ft 3 Room height 10.7 ft d 9.3 ft heat/cool 4 Room dimensions 1.0 x 68.0 ft 5 Room area 1676.3 ftz 68.0 ft' Ty Construction number U-value BlutVft2 °F) Or HTM Btuh/ft2) Area (ft or perimeter (ft) Load Btuh) Area (ft) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W/ 1-- G 12C-0sw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 n n n 0.00 0.00 5.57 0.00 0.00 4.37 0 0 574 0 0 541 0 0 3014 0 0 2367 0 0 0 0 0 0 0 0 0 0 0 0y! 11 I-G 2A-2om 12C-0sw 0.350 0.091 n a 9.69 0.00 9.41 0.00 33 0 0 0 317 0 308 0 0 0 0 0 0 0 0 0VfL- G 2A-2om 16A-19ad Blk wall, stucco ext 0.350 0.049 0.201 a a a 0.00 0.00 5.57 0.00 0.00 4.37 0 0 369 0 0 231 0 0 1288 0 0 1011 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2om 2A-2omd 0.350 0.620 a a 9.69 17.17 26.06 16.92 65 72 0 72 634 1237 1704 1218 0 0 0 0 0 0 0 0GG Vy G, 12C-Osw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 s s s 0.00 0.00 5.57 0.00 0.00 4.37 0 0 495 0 0 423 0 0 2354 0 0 1848 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.350 0.350 s s 9.69 9.69 10.74 9.67 7 32 0 26 67 314 74 313 0 0 0 0 0 0 0 0 4y 2A-2om 12C-Osw 2A-2om 0.350 0.091 0.350 s w w 9.69 0.00 0.00 9.41 0.00 0.00 33 0 0 33 0 0 317 0 0 308 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om Blk wall, stucco ext 2A-2om 0.350 0.201 0.320 w w w 0.00 5.57 8.86 0.00 4.37 11.38 0 107 13 0 68 11 0 376 119 0 295 152 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 11J0 0.350 0.600 w w 9.69 16.62 9.41 18.51 6 20 6 20 61 334 59 372 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.52 1.45 330 312 786 453 84 66 167 96 l- D 11DO 166- 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 18 1402 18 1402 193 1010 215 1981 18 0 18 0 193 0 215 0 CF 19C-19cscp 0.049 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 20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 1676 166 4534 0 68 0 0 0 6 c) AED excursion 0 26 Envelope loss/gain 16952 12677 360 285 12 a) Infiltration 2688 896 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a 230 7 1610 0 0 Appliances/ other 1800 600 Subtotal ( lines 6 to 13) 19641 16983 360 885 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19641 169B3 360 885 15 Duct loads 32% 56% 6324 9562 320/0 561/6 116 4% Total room load 25965 26545 476 1383 Air required (cfm) 1160 1160 21 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wrlght oYe^ 2018-May-2416:10:16 M ••• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 BayGRW\ Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft• Right-M Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name kitchen dining mn 2 Exposed wall 22.0 If 21.0 It 3 Room height 11.7 It heat/cod 9.3 If heat/cool 4 Room dimensions 1.0 x 245.5 It 1.0 x 378.8 It 5 Room area 245.5 112 378.8 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtutVf12 QF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 fi 2A-2om Blk wall, stucco ext 0. 350 0. 201 n n 0. 00 5. 57 0. 00 4. 37 0 201 0 201 0 1117 0 877 0 121 0 89 0 494 0 388 11 VL-G 2A- 2om 12C- Osw 0. 350 0. 091 n a 9. 69 0. 00 9. 41 0. 00 0 0 0 0 0 0 0 0 33 0 0 0 317 0 308 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 16A-19ad Blk wall, stucco ext 0. 049 0. 201 a a 0. 00 5. 57 0. 00 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 2A- 2omd 0. 350 0. 620 a a 9. 69 17. 17 26. 06 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WI 12C-Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 s s s 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 5 0 0 5 0 0 26 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 G 2A- 2om 2A- 2om 0. 350 0. 350 s s 9. 69 9. 69 10. 74 9. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 9.41 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om Blk wall, stucco ext 2A- 2om 0. 350 0. 201 0. 320 w w w 0. 00 5. 57 8. 86 0. 00 4. 37 11. 38 0 0 0 0 0 0 0 0 0 0 0 0 0 75 13 0 41 11 0 229 119 0 180 152 2A- 2om 11J0 0. 350 0. 600 w w 9. 69 16. 62 9. 41 18. 51 0 0 0 0 0 0 0 0 0 20 0 20 0 334 0 372 R 12C-0sw 0.091 2.52 1.45 0 0 0 0 166 166 419 242 l- D 11 DO 16B38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 0 330 0 330 0 237 0 466 0 0 0 0 0 0 0 0 CF 19C-19cscD 0.049 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 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 246 22 603 0 379 21 575 0 6 c) AED excursion 78 105 Envelope loss/gain 1983 1286 2487 1746 12 a) Infiltration 357 119 341 114 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 i 230 Appliances/ other 11200 1 0 Subtotal ( lines 6 to 13) 2341 2605 2828 2090 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2341 2605 2828 2090 15 Duct loads 32°i 56°/, 754 1467 321/6 56 % 911 1177 Total room load 3095 4072 3739 3267 Air required (cfm) 138 178 167 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- - wrlghesofe^ 2018-May-24 16:10:16 A r, -• W- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4 BayGRWlLot44KensinglonReserveBiscayneBayGRW. rup Calc = MJ8 House faces: W a-L. wrightsoft` Right-JO Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name dinette m bdrm 2 Exposed wall 29.0 It 42.5 If 3 Room height 12.0 If heat/cool 11.7 ft Heat/cod 4 5 Room dimensions Room area 11. 0 x 9.0 It 99. 0 ftz 1. 0 x 292.9 If 292. 9 f12 Ty Construction number U- value Btutvft2 - F) Or HTM Btutvft) Area ( fh) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vt--G 12C- 0sw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 n n n 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 84 0 0 84 0 0 468 0 0 367 0 0 89 0 0 89 0 0 494 0 0 388 y/ 11 G V)/ 2A- 2om 12C- Osw 0. 350 0. 091 n a 9. 69 0. 00 9. 41 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- i 2A-2om 16A- 19ad Blk wall, stucco ext 0. 350 0. 049 0. 201 a a a 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 103 0 0 70 0 0 390 0 0 306 0 0 126 0 0 93 0 0 520 0 0 408 W 2A- 2om 2A- 2omd 0. 350 0. 620 a a 9. 69 17. 17 26. 06 16. 92 33 0 0 0 317 0 852 0 33 0 0 0 317 0 852 0 t-- G 12C- Osw 2A- 2om Elk wall, stucco ext 0, 091 0. 350 0. 201 s s s 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 84 0 0 51 0 0 286 0 0 224 0 0 182 0 0 150 0 0 833 0 0 654 2A- 2om 2A- 2om 0. 350 0. 350 s s 9. 69 9. 69 10. 74 9. 67 0 0 0 0 0 0 0 0 0 32 0 26 0 314 0 313 2A- 2om 12C- 0sw 2A- 2om 0. 350 0. 091 0. 350 s w w 9. 69 0. 00 0. 00 9. 41 0. 00 0. 00 33 0 0 33 0 0 317 0 0 308 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om Blk wall, stucco ext 0. 350 0. 201 w w 0. 00 5. 57 0. 00 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.320 w 8.86 11.38 0 0 0 0 0 0 0 0 2A- 2om 11J0 0. 350 0. 600 w w 9. 69 16. 62 9. 41 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- D12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 0 137 0 137 0 99 0 193 0 393 0 393 0 283 0 555 CF 19C-19cscp 0.049 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 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl OM9 27.40 0.00 99 29 794 0 293 43 1164 0 6 c) AED excursion 47 43 Envelope loss/gain 2670 2297 3924 3127 12 a) Infiltration 471 157 690 230 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 3141 2455 46151 3587 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3141 2455 4615 3587 151 uct loads 32% 1 56%1 1011 1382 32% 56% 1486 2019 Total room load 1 4152 13836 6101 5606 Air required (cfm) 186 168 273 245 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfgMtsof t^ 2018-May-24 16:10:16 14 ..,••..•- Right -$ Vile® Universal 2018 18.0.13 RSU23828 Page 5 BayGRW\ Lot44KensingionReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft^ Right-JO Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LotWensingtonReserveffi Date: 11-15-13 By: JM 1 Room name pwdr m bath 2 Exposed wall 12.0 ft 12.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 3.5 x 8.6 It 1.0 x 137.4 ft 5 Room area 30.0 f12 137.4 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number Btuh/ftz°F) Btuftif12) or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W G 12C-0sw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 n n n 0.00 0.00 5.57 0.00 0.00 4.37 0 0 79 0 0 79 0 0 442 0 0 347 0 0 0 0 0 0 0 0 0 0 0 0yl 11 2A-2om 12C-Osw 0.350 0.091 n a 9.69 0.00 9.41 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2om 16A-19ad Elk wall, stucco ext 0.350 0.049 0.201 a a a 0.00 0.00 5.57 0.00 0.00 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2om 2A-2omd 0.350 0.620 a a 9.69 17.17 26.06 16.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 12C-0sw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 s s s 0.00 0.00 5.57 0.00 0.00 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117 0 0 110 0 0 611 0 0 480 2A-2om 2A-2om 0.350 0.350 s s 9.69 9.69 10.74 9.67 0 0 0 0 0 0 0 0 7 0 0 0 67 0 74 0 yl 2A-2om 12C-0sw 2A-2om 0.350 0.091 0.350 s w w 9.69 0.00 0.00 9.41 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om Blk wall, stucco ext 2A-2om 0.350 0.201 0.320 w w w 0.00 5.57 8.86 0.00 4.37 11.38 0 33 0 0 26 0 0 147 0 0 115 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 11J0 0.350 0.600 w w 9.69 16.62 9.41 18.51 6 0 6 0 61 0 59 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 79 79 200 115 t D 11 DO 16B-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 0 0 0 0 0 0 0 0 5 0 5 0 3 0 6C F 19C-19cscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 2013-13t 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-tpl 0.989 27.40 0.00 30 12 329 0 137 13 342 0 6 c) AED excursion 116 4 Envelope loss/gain 978 637 1224 671 12 a) Infiltration 195 65 203 68 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) 11173 702 1427 739 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1173 702 1427 739 15 Duct loads 32% 56 % 378 395 32% 56% 459 416 Total room load 1551 1097 1886 1155 Air required (cfm) I 1 1 69 48 1 84 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright oft^ 2018-May-2416:10:16 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 BayGRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft, Right-J® Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: LotWensingtonReserveBi... Date: 11-15-13 By: JM t Room name w.closet family rm 2 Exposed wall 5.0 it 15.0 it 3 Room height 9.3 it heat/cool 11.9 it heat/cod 4 5 Room dimensions Room area 5.5 x 5.0 it 27.5 ftz 1.0 x 313.5 it 313.5 ftz Ty Construction number U-value Btuh/ft2 °F) Or HTM Btuh/ft2) Area (142) or perimeter (ft) Load Btuh) Area (ft or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W C 12C-Osw 2A-2om Blk wall, stucco ext 0.091 0.350 0.201 n n n 0.00 0.00 5.57 0.00 0.00 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vj/ 11 L- G 2A-2om 0.350 0.091 n a 9.69 0.00 9.41 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-G12C-0sw W 2A-2om 16A-19ad Blk wall, stucco ext 0,350 0.049 0.201 a a a 0.00 0.00 5.57 0.00 0.00 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 140 0 0 68 0 0 379 0 0 297 2A-2om 2A-2omd 0.350 0.620 a a 9.69 17.17 26.06 16.92 0 0 0 0 0 0 0 0 0 72 0 72 0 1237 0 1218 t--G 12C-Osw 2A-2om 0.091 0.350 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 s 5.57 4.37 47 47 260 204 0 0 0 0 2A-2om 0.350 s 9.69 10.74 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 9.67 0 0 0 0 0 0 0 0 vjf 2A-2om 12C-Osw 2A-2om 0.350 0.091 0.350 s w w 9.69 0.00 0.00 9.41 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G I- 2A-2om Blk wall, stucco ext 2A-2om 0.350 0.201 0.320 w w w 0.00 5.57 8.86 0.00 4.37 11.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 11J0 0.350 0.600 w w 9.69 16.62 9.41 18.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 I-O 11 DO 16B-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 25 0 25 0 18 0 35 0 430 0 430 0 310 0 608C F 19C-19cscD 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-13t 0.06E 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 28 5 137 0 314 15 411 0 6 c) AED excursion 8 97 Envelope loss/gain 415 231 2336 2026 12 a) infiltration 81 27 244 81 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 5 1150 Appliances/other 0 0 Subtotal (lines 6 to 13) 496 258 2579 3257 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 496 258 2579 3257 15 Duct bads 1 320/6 569/6 1 160 145 329/6 56% 831 1834 Total room load I 1 6561 404 3410 5091 Air required (cfm) 29 18 152 222 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F+ wrfghtsal°t^ 2018-May-2416:10:16 a -•••- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7 AC ... BayGRW\Lot44Kensington ReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W 9 - wrightsoft° Right-J® Worksheet zone 1 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name m wic m wic 2 2 Exposed wall 6.5 ft 0 It 3 Room freight 9.3 ft heat/cool 9.3 It heat/cool 4 Roan dimensions 5.6 x 6.5 fl 1.0 x 47.5 It 5 Roan area 36.3 ft2 47.5 ft2 Ty Construction number U- value Btuh/ ft2 °F) Or HTM Btuh/ ft2) Area ( ft 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 W 1 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 n n n 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VVf- G 2A-2om 0.350 n 9.69 9.41 0 0 0 0 0 0 0 0 11 Vjl 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 16A- 19ad Blk wall, stucco ext 0. 350 0. 049 0. 201 a a a 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2an 2A- 2omd 0. 350 0. 620 a a 9. 69 17. 17 26. 06 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V----GGVy G y/ 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 s s s 0. 00 0. 00 5. 57 0. 00 0. 00 4. 37 0 0 61 0 0 61 0 0 338 0 0 265 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2an 2A- 2o n 0. 350 0. 350 s s 9. 69 9. 69 10. 74 9. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 9.41 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2an 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2o n Blk wall, stucco ext 2A- 2om 0. 350 0. 201 0. 320 w w w 0. 00 5. 57 8. 86 0. 00 4. 37 11. 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 11J0 0. 350 0. 600 w w 9. 69 16. 62 9. 41 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fi 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D 11 DO 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 12. 03 1. 41 0 36 0 36 0 26 0 51 0 48 0 48 0 34 0 67 CF 19C-19csco 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 36 7 178 0 48 0 0 0 6 c) AED excursion 10 2 Envelope loss/gain 542 306 34 65 12 a) Infiltration 106 35 0 0 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) 647 341 34 65 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 647 341 34 65 15 Duct loads 32% 56 % 208 192 321/6 56% 11 37 Total room load 856 533 45 102 Air required (cfm) 38 23 2 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tffiaft^ 2018-May-2416:10:16 w•-• ••••••----•••- ---•- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8 BayGRW\ Lot44KensingionReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoft' Right-JO Worksheet zone 2 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name zone 2 bdrm 4 2 Exposed wall 127.0 ft 15.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 15.0 x 11.0 ft 5 Room area 948.0 ft2 165.0 ft2 Ty Construction number U- value Btuh/ ft2-'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 Vjl L- C 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 n n n 2. 52 9. 69 0. 00 2. 35 9. 41 0. 00 192 30 0 162 0 0 408 291 0 381 282 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy11 G 2A-2om 12C- 0sw 0. 350 0. 091 n a 0. 00 2. 52 0. 00 Z35 0 316 0 310 0 781 0 729 0 0 0 0 0 0 0 0 2A- 2om 16A- 19ad Blk wall, stucco ext 0. 350 0. 049 0. 201 a a a 9. 69 1. 36 0. 00 26. 06 3. 64 0. 00 6 115 0 0 115 0 58 156 0 156 419 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2om 2A- 2omd 0. 350 0. 620 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 s s s 2. 52 9. 69 0. 00 2. 35 9. 68 0. 00 192 15 0 177 12 0 446 145 0 416 145 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 2A- 2om 0. 350 0. 350 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2A- 2om 12C- Osw 2A- 2om 0. 350 0. 091 0. 350 s w w 0. 00 2. 52 9. 69 0. 00 2. 35 26. 06 0 316 12 0 259 0 0 653 116 0 609 313 0 120 6 0 99 0 0 250 58 0 233 156 I- G 2A-2om Blk wall, stucco ext 2A- 2om 0. 350 0. 201 0. 320 w w w 9. 69 0. 00 0. 00 26. 06 0. 00 0. 00 45 0 0 0 0 0 436 0 0 1173 0 0 15 0 0 0 0 0 145 0 0 391 0 0 2A- 2om 11J0 0. 350 0. 600 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L--o 11 DO 16B- 38ad 0. 390 0. 026 n 0.00 0. 72 0. 00 1. 41 0 948 0 948 0 683 0 1340 0 165 0 165 0 119 0 233 CF 19C-19csccl 0.049 0.47 0.30 152 152 72 45 152 152 72 45 F 20P-131 0.068 1.88 0.98 29 29 54 28 3 3 5 2 F 20P-13t 0.068 1.88 0.98 154 154 290 150 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 605 307 Envelope lossigain 4590 6793 648 1368 12 a) Infiltration 1968 656 209 70 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) 6559 7449 857 1437 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6559 7449 857 1437 15 Duct loads I 26% 1 34% 16% 2524 261% 34% 222 487 Total room load 8254 9973 1079 1924 Air required (cfm) 600 600 78 116 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t- wrtgtitsaft 2018-May-24 16:10:16 r ••- -•• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 9 BayGRW\ Lot44KensingtonReserve8iscayneBayGRW.rup Calc = MJ8 House faces: W wrightsoftx Right-JO Worksheet zone 2 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ReserveBi... Date: 11-15-13 By: JM 1 Room name bdrm 2 loft 2 Exposed wall 26.0 If 55.0 If 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 1. 0 x 158.8 If 158. 8 ft2 1. 0 x 441.0 It 441. 0 ftz Ty Construction number U- value BtuhVft2- 0F) Or HTM BtuF ftz) Area ( fl2) or perimeter (ft) Load Btuh) I Area ( ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12C-Osw 0.091 n 252 2.35 92 77 194 181 0 0 0 0 t G 2A-2om Blk wall, stucco ext 0. 350 0. 201 n n 9. 69 0. 00 9. 41 0. 00 15 0 0 0 145 0 147 0 0 0 0 0 0 0 0 0 yl11 G 2A-2om 12C- Osw 0. 350 0. 091 n a 0. 00 2. 52 0. 00 235 0 116 0 116 0 292 0 273 0 136 0 130 0 328 0 306 2A- 2om 0.350 a 9.69 26.06 0 0 0 0 6 0 58 156 W 16A-19ad Blk wall, stucco ext 0. 049 0. 201 a a 1. 36 0. 00 3. 64 0. 00 30 0 30 0 41 0 109 0 30 0 30 0 41 0 109 0 2A- 2om 2A- 2omd 0. 350 0. 620 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G 12C- Osw 2A- 2om 0. 091 0. 350 s s 2. 52 9. 69 2. 35 9. 68 0 0 0 0 0 0 0 0 192 15 177 12 446 145 416 145 VhBlk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12C- Osw 2A- 2om 0. 091 0. 350 w w 2. 52 9. 69 2. 35 26. 06 0 0 0 0 0 0 0 0 112 6 91 0 229 58 214 156 2A- 2om Blk wall, stucco ext 2A• 2om 0. 350 0. 201 0. 320 w w w 9. 69 0. 00 0. 00 26. 06 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 145 0 0 391 0 0 2A- 2om 11J0 0. 350 0. 600 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f? 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 16B- 38ad 0. 390 0. 026 n 0.00 0. 72 0. 00 1. 41 0 159 0 159 0 114 0 224 0 441 0 441 0 318 0 623 CF 19C-19csco 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-131 0.068 1.88 0.98 0 0 0 0 154 154 290 150 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 129 Envelope loss/gain 787 923 2059 2797 12 a) Infiltration 414 138 818 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Ca 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1201 1061 2877 3070 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1201 1061 2877 3070 15 Duct loads 1 26 % 1 340/6 310 360 26 % 34 % 744 1040 Total room load 1512 1421 3620 4110 Air required (cfm) 110 85 263 247 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsaft Righl- Suite® Universal 2018 18.0.13 RSU23828 2018- May-24 16:10:16Pa a10BayGRW\ Lot44KensingtonReserveBiscayneBayGRW.nip Calc = M.18 House faces: W g 9 - wrightsofth Right-JO Worksheet zone 2 DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot44Kensing ton ResetveBi... Date: 11-15-13 By: JM 1 Room name bath 1 bdrm 3 2 Exposed wall 8.0 ft 23.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.0 x 6.5 It 10.5 x 12.5 ft 5 Room area 52.0 ft' 131.3 ftz Ty Construction number U- value Btuh/ fR-'F) Or HTM Btuh/ ftz) Area ( w) or perimeter (ft) Load Btuh) Area ( ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 100 85 214 200 t-- G 2A-2om Blk wall, stucco ext 0. 350 0. 201 n n 9. 69 0. 00 9. 41 0. 00 0 0 0 0 0 0 0 0 15 0 0 0 145 0 141 0 11 Vj! 2A- 2om 12C- 0sw 0. 350 0. 091 n a 0. 00 2. 52 0. 00 2. 35 0 64 0 64 0 161 0 151 0 0 0 0 0 0 0 0 2A- 2om 16A- 19ad Blk wall, stucco ext 0. 350 0. 049 0. 201 a a a 9. 69 1. 36 0. 00 26. 06 3. 64 0. 00 0 55 0 0 55 0 0 75 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2om 2A- 2omd 0. 350 0. 620 a a 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tt--GGG yf G 12C- Osw 2A- 2om Blk wall, stucco ext 0. 091 0. 350 0. 201 s s s 2. 52 9. 69 0. 00 2. 35 9. 68 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 2A- 2om 0. 350 0. 350 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12C- Osw 2A- 2om 0. 091 0. 350 w w 2. 52 9. 69 2. 35 26. 06 0 0 0 0 0 0 0 0 84 0 69 0 174 0 162 0 2A- 2om 0.350 w 9.69 26.06 0 0 0 0 15 0 145 391 Blk wall, stucco ext 2A- 2om 0. 201 0. 320 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 11J0 0. 350 0. 600 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 I-- D 11 DO 16B- 38ad 0. 390 0. 026 n 0.00 0. 72 0. 00 1. 41 0 52 0 52 0 37 0 73 0 131 0 131 0 95 0 185 CF 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F 20P-13t 0.068 1.88 0.98 0 0 0 0 26 26 49 26 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 177 Envelope loss/gain 273 422 823 1283 12 a) Infiltration 207 69 320 107 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants t7a 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1481 491 1143 1389 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 481 491 1143 1389 15 Duct loads 26% 34 % 124 166 26 % 341% 295 471 Total room load 605 657 1439 1860 Air required (cfm) 44 40 105 112 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 1"+t- wrlghtsoYt^ 2018-May-2416:10:16 a• - - -- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 11 BayGRW\ Lo144Kensington ReserveBiscayneBayGRW.rup Calc = MJ8 House laces: W Duct System Summary Job: LotWensington Reserv... wrightsoftm y y Date: 11-15-13 zone 1 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 244 in/100ft 1160 cfm Cooling 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 244 in/100ft 1160 cfm 139 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Fig. Egv Ln ( ft) Trunk dinette h 4152 186 168 0.244 8.0 Ox 0 VIFx 34.4 105.0 st4 dining rm h 3739 167 143 0.316 8.0 Ox 0 VIFx 17.7 90.0 st2 family rm c 2545 76 111 0.284 6.0 Ox 0 VIFx 14.9 105.0 st4 family rm-A c 2545 76 111 0.293 6.0 Ox 0 VIFx 11.0 105.0 st4 kitchen c 4072 138 178 0.262 7.0 Ox 0 VIFx 24.7 105.0 st4 laundry c 1383 21 60 0.302 5.0 Ox 0 VIFx 22.5 90.0 st2 m bath h 1886 84 50 0.279 6.0 Ox 0 VIFx 32.0 90.0 st2 m bdrm h 3050 136 122 0.267 7.0 Ox 0 VIFx 22.3 105.0 st4 m bdrm-A h 3050 136 122 0.273 7.0 Ox 0 VIFx 19.6 105.0 st4 m wic h 856 38 23 0.270 4.0 Ox 0 VIFx 20.8 105.0 st4 m wic 2 c 102 2 4 0.283 4.0 Ox 0 VIFx 15.3 105.0 st4 pwdr h 1551 69 48 0.297 5.0 Ox 0 VIFx 24.6 90.0 st2 w. closet h 656 29 18 0.273 4.0 Ox 0 VIFx 19.5 105.0 st4 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 818 858 0.244 615 16.0 0 x 0 VinlFlx st1 st2 Peak AVF 342 302 0.279 435 12.0 0 x 0 VinlFlx st1 Peak AVF 818 858 0.244 486 18.0 0 x 0 VinlFlx wrightsofto 2018-May-24 16:10:18 14ii ...__ .'. , , Right -Suite® Universal 2018 1&0.13 RSU23828 Page 1 ACCA... BayGRW\Lot44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W Name Grille Size (in) Htg cfm) Gig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx W rightsoft, 2018-May-24 16:10:18 y/.r, Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 CCK...BayGRW\Lot44KensinglonReserveBiscayneBayGRW.rup Calc = MJ8 House laces: W Duct System Summary Job: LotWensingtonReserv... wrightsoft, y y Date: 11-15-13 zone 2 By: JM DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Project Information For: RYAN HOMES 3628 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.327 in/100ft 600 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.327 in/100ft 600 cfm 104 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Fig.Egv Ln (ft) Trunk bath 1 h 605 44 40 0.360 4.0 Ox 0 VIFx 9.6 85.0 st3 bdrm 2 h 1512 110 85 0.336 6.0 Ox 0 VIFx 16.2 85.0 st3 bdrm 3 c 1860 105 112 0.327 6.0 Ox 0 VIFx 19.0 85.0 st3 bdrm 4 c 1924 78 116 0.350 6.0 Ox 0 VIFx 12.1 85.0 st3 of[ h 1810 132 124 0.427 6.0 Ox0 VIFx 9.6 70.0 loll -A h 1810 132 124 0.456 6.0 Ox 0 VIFx 4.5 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 337 353 0.327 449 12.0 0 x 0 VinlFlx Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx wrightsoft, 2018-May-24 16:10:18 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 ACCA_.BayGRW\Lol44KensingtonReserveBiscayneBayGRW.rup Calc = MJ8 House faces: W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot44Kensington Reserve BiscayneBayGRW Builder Name: RYAN HOMES Street: 3628 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 sorinkler cover nlates and walls or cefflnos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/ 24/2018 4:08 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 p GO-b :Wp 99Z-Il,9-GO ,0110 d I H :,G NMVdC] 90Z9 9bGZ 'I ha W '1 1 CT — S I — I I I1 d4 1011-1!ns 3Aa3S3cd N 19NISN>1 NOISlnlaans jooaj, ogaowwo 601 clS 8 T'-F 8' S 0 10 -1 u'uoi avbia a buiuOITPuo) aiV '19u,qeD4.i AG 31dQ d E W d 3 S I S NV -Id a!y lJQ SNOISIA38 S H H NV kc d3a lne 8 NMV8(1 90Z9- 9b Z , I hjq/V ojej Div(j Ad3S3 1 NOi NISNDJ NOISIAiaens1011ins 100jr:;, 0-IOWWOD 601 101da8T'8,go IOL4'uO'q!PL40) JIV 'bOTOH V a 3 N A, V 3 S I a NV -idkE] 31V(] AV IOJ SHAH NV/a dimineSNOISIA38 CD 3 u Ln Lnu 3: 0 0) C5 x x CS tA Q— D Nn x C:) L zo zo lu cu Z a L 6 Y C% C 00 jj I lofq W E u3 0x u 0 C:) 4, L 0uxC5 OL-Q Ou D x 0 CD u CDL 00 x x I'D 0') of CD L HGI -N 0. 0 OL) d L L 0 d 0 4— +> Lr) DuOCl) 0 31: 0 : 5 d- C L atu Oo aX Y) +-> X o - A CD CU 41 j 0 04 D cz x CD X cu 0 L dto 0) Cu 0 W uc C:l L csu E 3C E d tA A-rJ Mas 11-M 0-. rCD4'7. RECORD COPY v J1hl 0 t +' f JOyv LAh/ jcSl CA. DESCRIPTION AS FURNISHED: Lot 44, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florido. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. I 1 LOT 28 LOT 27 LOT 26 I I S 00"19'09 " E 60. 00 , LOT 43 2s----------------- 3P l - 2823 Ok to construct single family home with setbacks and impervious area shown on plan. 4 • 5"I0 ,me. Zay-A I CkR_ 24.80' L 0 T 44 24.80' 10.00' 10,00' 11.8' 13.5' 14.7' LANAIoff{ 13.5' 0 PROPOSED RESIDENCE MODEL: BISCAYNE BAY -A 3 CAR GARAGE RIGHT M to 3.5W.0' AC 10,00' 11.3' ENTRY 3' o 10.00' 11 r.j i. 10.7' 0 18.0' 10.00' 26.0' WALK- DRIVE 25.20' 25.20' 25.87' 10' UTIL. ESMT. 18.0, 5' CONC. WALK CURB 24.0 L—S 00"19'09 " E (B.S.) 60.00 " CRA WLE Y DOWN LOOP SO' PRIVATE R/W 4.50' LOT 45 232.44' A P.C.) PROPOSED •- FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT'S 25 V v ,.,•,, 4 PET? DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' L = PROPOSED DRAINAGE FLOW CGt O IMPERVIOUS COVERAGE - 3,207t SQUARE FEET OR 46.5% SIDE 5' FOR 40' LOTS LOT CONTAINS 6,900:k 0' LOTSLOTGRADINGTYPEA i oQ 9 LIVING AREA CONTAINS OUARE SQUARE FEET SIDE o 10' FOR FEET SIDE 7.5' FOR75' LOTS PROPOSED FINISH FLOOR PER PLANS - 27.3' Q(L CON[ LANAI PORCH CONTAINS 888t SQUARE FEET SIDE 4XfiEET = 25' CRUSL'NHF_, JV 1R—SCOTT & ASSOC, INC. — LAND SURVErOR.S' LEGEND - LEGEND - 1, • PLAT PDL • POINT UH LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-1436 F • FIELD TYP. TYPICAL NOriS.* IRON PIPE PRL. •POINT OF REVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.P. •IRON ROD PC.C. POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD SECTION 472.027, FLORIDA STATUES C.M. CONCRETE MONUMENT PAL RADIAL 2, UNLESS EMBDSSEO WAIN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. ET I.R. . 1/2' I.R. •/BLB 4596 NR, • NDN-RADIAL REC. RECOVERED V.P. • WITNESS POWI' 3, THIS SURVEY WAS PREPARED FROM TTR£ INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. . POINT OF BEGINNING CALC. • CALCULATED OR ELiEME m TI/AT AFFECT T}DS PROPERTY. P.U.C. + POINT OF COMHENFAiMF.NT PRJL • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUNO ATPRO,"&W[ RAVE BEEN LOCATEO UNLESS OnIERWISE SHOWN. F.F. FINISHED FLOOR ELEVATION r hyS SURVEY IS PREPARED FOR 111E SOLE BENEFIT OF THOSE CFRDFTE'D TO AND SHOULD NOT DE RELIED UPON BY ANY OTHER ENTITY. NAD RIGHT-LDISKSNK O.M. • BUNCHING SETBACK LINE MARK & DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSHk1W EASEMENTRIGHT -Or --WAY D.M. • BASE BEARfSNT. •EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BFARWC (&B.) TWAIN. DRAINAGE S. ELEVATIONS IF SHOWN. ARE BASf_D ON NATIONAL GEODETIC VERTICAL DATUM OF 1920, UNLESS OTHERWISE NOTED. UT".. UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4S96. CLFC. • CHAIN LINK FENCE _ CDLrD C. • CWOODONCRETEFENCE —'" CONCRETE OLl10K SCALE — i' 20 DRAWN BY: I • F.C. POINT OF VA POINT OF TANGENCY CERTIFIED SY: DATE_ ORDER No. R:SL . RADIUS TION L . ARC LENGTHPLOT PLAN 05-17-18 30.97 - f 8 D • DELTA C CHORD C.R. CHORD REARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN - - - - - I '--- f,4". THE ESTABLISHED T00 YEAR FLOOD PLANE AS PER FIRM'TCRUSEEVERR. ZONE "X" MAP / 12117CO09OF (09-28-07) J WCO R.Li/4 RECORD ('OPY E{City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 R 2 8 2 3 Project Location Address a C., r--, L G As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - RI Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3. Panel Walls Siding - --------- Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 1 ROOF TRUSS S A FLORIDA. CORPORATION zv n N 0 fJ Mco LOW 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 P H : 772-409-1010* FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT. KENSINGTON RESERVE 1V COUNTY: SEMINOLE rl LOT/BLK/MODEL: LOT.44 / MODEL:BISCAYNE BAY / ELEV:AB / GAR JOB#: 72380 MASTER#: WRCBBA OPTIONS: NO OPTIONS Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. A46 — TRUSSES A FLORIDA CORPORATION RE: Job WRCBBA JOB #72380 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: LOT #44 City: Model: BISCAYNE BAY v1 "A" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 57 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0028114 A01 5/11118 13 A0028126 CA 5/11/18 25 A0028138 D02 5/11/18 2 A0028115 A02 5/11/18 14 A0028127 CAA 5/11/18 26 A0028139 D03 5/11/18 3 A0028116 A03 5/11118 15 A0028128 CAP 5/11/18 27 A0028140 E01 5/11/18 4 A0028117 A04 5/11/18 16 A0028129 CAS 5/11/18 28 A0028141 E02 5/11/18 5 A0028118 A05 5/11/18 17 A0028130 CAV 5/11/18 29 A0028142 E03 5/11/18 6 A0028119 A06 5/11/18 18 A0028131 CJ3 5/11118 30 A0028143 E04 5/11/18 7 A0028120 A07 5/11/18 19 A0028132 CJ3A 5/11118 31 A0028144 FG1 5/11/18 8 A0028121 A08 5/11/18 20 IA0028133 CJ3S 5/11/18 32 IA0028145 FG2 5111/18 9 A0028122 1301 5/11/18 21 A0028134 CJ3V 5/11/18 33 A0028146 FL01 5/11/18 10 A0028123 B02 5/11/18 22 A0028135 CJ5 5/11/18 34 A0028147 FL02 5/11/18 11 A0028124 B03 5/11/18 23 A0028136 CJ5A 5/11/18 35 A0028148 FL03 5111118 12 IA0028125 I CO3 5/11/18 24 A0028137 CJ5V 5/11/18 1 36 A0028149 FL04 5/11118 The truss drawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE. -The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documentsl provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the projecrs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TOD represents an acceptance of professional 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 Anthony T. ToOlL4 III compatibility with their written engineering requirements. Please review all TDDs and all hony it related notes. fit{!!1lII f T7'QM fi 0r'I Na 80083/ •! Page 1 of 2 SERIAL #: 3B BC A22100 0000004C 1287DF Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCBBA No. Seal # Truss Name Date 237 A0028150 FL05 5/11/18 38 A0028151 FL06 5/11/18 39 A0028152 FL07 5/11/18 40 A0028153 FL08 5/11/18 41 A0028154 FL09 5/11/18 42 A0028155 FL11 5/11/18 43 A0028156 FL12 5/11/18 44 A0028157 HJ3P 5/11/18 45 A0028158 HJ4 5/11/18 46 A0028159 HJ7 5/11/18 47 A0028160 HJ7A 5/11/18 48 A0028161 HJ7V 5/11/18 49 A0028162 J313 5/11/18 50 A0028163 J4 5/11/18 51 A0028164 J7 5/11/18 52 A0028165 J7A 5/11/18 53 A0028166 J7G 5/11/18 54 A0028167 VP 5/11/18 55 A0028168 J7V 5/11/18 56 A0028169 VM51 5/1 V18 57 A0028170 VM52 5/11/18 58 STDL01 STD. DETAIL 5/11/18 59 STDL02 STD. DETAIL 5/11/18 60 STDL03 STD. DETAIL 5/11/18 61 STDL04 STD. DETAIL 5/11/18 62 STDL05 STD. DETAIL 5/11/18 63 STDL06 STD. DETAIL 5/11/18 64 STDL07 STD. DETAIL 5/11/18 65 STDL08 STD. DETAIL 5/11/18 66 STDL09 STD. DETAIL 5/11/18 67 STDL10 STD. DETAIL 5/11/18 68 STDL11 STD. DETAIL 5/11/18 69 STDL12 STD. DETAIL 5/11/18 70 STDL13 STD. DETAIL 5/11/18 71 STDL14 STD. DETAIL 5/11/18 72 STDL15 STD. DETAIL 5/11/18 73 STDL16 STD. DETAIL 5/11/18 Page 2 of 2 Job WRCBBA Truss — A01 TrussType — - — Hip Girder Qty - 1 Ply 1 RYAN HOMES / BISCAYNE BAY A002811 4 Job Reference optionalZ— Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:30 2018 Page 1 a ID: Sn Vy7CbHjYiMw4lj t ZFN Rfyx8cZ-mLexejiBcFhkLB_ACPgSGg FP32FAGir6JheupTzHcFd 1-0- _ 7-0-0 11-2-12 16-1-9 21-0-7 25-11-4 29-3-14 33-0-0 40-0-0 1-0 31-0-0 7-0-0 4-2-12 4-10- 33 4-10-13 4-10-13 4-10 3-8-2 7-0-0 -0 5x6 = g _.,. 5.00 r12 I lL 1429 2 _ - '_lit- _ t 20 o C-"i _ 21 38 5x8 = 5x10 MT20HS-= 3x6 = 4x6 II 2.00112 7-1-8 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 FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except" B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-3-2 oc bracing. WEBS 1 Row at midpt 6-15 lMiTekrecommendsthatStabilizersandrequired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ — REACTIONS. All bearings 0-8-0 except (jt=length) 19=0-7-4, 16=0-7-4. lb) - Max Horz 2= -53(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-187(LC 8), 19=-1258(LC 4), 16=-1450(LC 4). 11=-251(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=639(LC 19), 19=2502(LC 19), 16=3018(LC 1). 11=835(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1333/360. 3-28=-1159/364, 28-29=-1159/364,4-29=-1159/364. 4-30=-310/830, 30-31=-310/830, 5-31=-310/830, 5-32=-679/872, 32-33=-679/872, 6-33=-679/872, 6-7=472/1488, 7-34=-472/1488, 8-34=-472/1488, 8-35=495/1548, 35-36=495/1548, 9-36=495/1548, 9-37=-1885/570, 10-37=-1885/570, 10-11=-2100/577 BOT CHORD 2-21=-301/1192, 21-38=-785/362, Dead Load Deb. = 1/8 in 3x8 = 3x4 — 3x6 -= {{ 2x4 II 31yx10 _ 5x6 15 - 2---3-- —-----.14 8 r 15 48 14 qg 50 13 12 _ _- 1.- q fo 40 41 42 t8 43 44 17 45 46 16 47 1.5x4 II 5x8 4x4 4x8 3x6 it 3x6 5x10 16-1-9 21-0-7 25-7-10 2511-42.9_-3-14 32-10-8 40-0-0 4-7-3 ..____ 0- 14-10-13 i ........_... 4-7-3 0 3-4-10 ..}_. _3-6-10 F--....... 0-3-10,0-0 8]- [15:0 2 8-0-2-8], _[16:Edge,0-5-DLO 0-8-0 0 2 12], [21 0-2-14 0-0_8] CSI. DEFL. in (loc) I/deft L/d PLATES GRIPlTC0.86 Vert(LL) 0.1116-17 >999 360 I MT20 2441190 BC 0.77 Vert(CT)-0.2013-27 >878 240 MT20HS 187/143 WB 0.85 Horz(CT) 0.06 11 n/a n/a Matrix -MS Weight: 204 Ib FT = 10% BOT CHORD 2-21=-301/1192, 21-38=-785/362, 38-39=-784/362, 20-39=-783/362, 19-20=-2290/1101, 4-20=-1326/531, 18-43=-786/814, 43-44=-786/814, 17-44=-786/814, 15-16=-2710/1221, 8-15=-386/214, 15-48=-73/753, 48-49=-73/753, 14-49=-73/753, 14-50=-73/753, 13-50=43f753, 11-13=-448/1905 WEBS 4-21=-658/2095, 18-20=-721/820, 5-18=-355/477, 6-17=-393/593, 6-15=-2299/1424,9-15=-2595/758, 9-14=0/301, 9-13=-422/1281, 10-13=0/372, 5-20=-1747/1253, 15-17=-696/735 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 2, 1258 lb uplift at joint 19, 1450 lb uplift at joint 16 and 251 lb uplift at joint 11. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 218 lb up at 7-0-0, 123 lb down and 124 lb up at 9-0-12, 123 lb down and 124 lb up at 11-0-12 17 lb down and 30 lb up at 13-0-12, 17 lb down and 30 lb up at 15-0-12, 17 lb down and 30 lb up at 17-0-12, 17 lb down and 30 lb up at 19-0-12, 17 lb down and 30 lb up at 20-11-4, 17 lb down and 30 lb up at 22-11-4, 17 lb down and 30 lb up at 24-11-4, 123 lb down and 124 lb up at 26-11-4, 123 lb down and 124 lb up at 28-11-4, and 123 lb down and 124 lb up at 30-11-4, and 219 lb down and 218 lb up at 33-0-0 on top chord, and 413 lb down and 97 Ib up at 7-1-8, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 220 lb down and 173 lb up at 13-0-12, 220 lb down and 173 lb up at 15-0-12, 220 lb down and 173 lb up at 17-0-12, 220 lb down and 173 lb up at 19-0-12, 220 lb down and 173 lb up at 20-11-4, 220 lb down and 173 lb up at 22-11-4, 220 lb down and 173 lb up at 24-11-4, 88 lb down at 26-11-4, 88 lb down at 28-11-4, and 88 lb down at 30-11-4, and 413 lb down and 97 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-10=-60, 10-12=-60, 21-22=-20, 20-21=-20, 16-19=-20, 13-15=-20, 13-25=-20 Concentrated Loads (lb) Vert: 3=-172(B)10=-172(B)21=-413(B)17=-220(B) 13=-413(B) 28=-123(B) 29=-123(B) 35=-123(B) 36=-1 23(B) 37=- 1 23(B) 38=-70(B) 39=-70(B) 41 =-220(B) 42=-220(B) 43=-220(B) 44=-220(B) 45=-220(B) 46=-220(B) 48=-70(B) 49=-70(B) 50=-70(B) trap tlnx hrlryX.fe•X+W•AItJfli)i:ti'S[;((t-t Y[itAi ffrXS df"Y 11::N f1S1'i% K'fTl,l,eA%i.4MIA!'IXt.le-.Ar W,ip lanWiSW itdfXnahtlrvt5 Ye:4ehnlq Tf{;'. ee!k AXMII Is¢W ;', 1(. tdn:at Un. 7Fi:e n! !hltl;dMvnf ;!Xel x.le lOb. dv! Itiifi:tlamr F»s IYa he el In tll llOt •dJ. Y!! n!Ae:ry!'Ygtlr r! #-XI. uptle .!Ye SeX tltlr l00 ep GlX4edmp+Me XlM ptllulm!feyrK tlrnWWaf1 Md"'rant: r. t"M4.h awl yft Tkl 'Yet oh-ptl. wip canntl!. S.nXrmt An.. my T Tembo ill, DE W udklt• 'Y thl4yir%! IYtl`!N.mXtkhm.IbO•lMlt+M'•Ntgt'1!'NIIaINhnSlu.>,ht,tllfdh!!t(.11e;811kNIM1aJ'dP N!r.lnl tgNttdIM'06tNH!h!H ftdM rYlt. M 16:4ky..ID!q! 14h9XhtMthY j NIM!tl'lfiUS P1;kX 90e83Enli+lea{lnp at(ff:tM.'lit tlk.,!!r•:aoe tpbWMMXnhS wl rid., NNI NrMy (uptnt'wlm ka Xw uXpt!Yltp n.tl tll+rl XXeaw'X F.. i•J!u ltlpiaik!.f,Ynts.41r!tt Xl hAnYlli•t.9e4pn 1't.; JtS!iait¢#x X1 (hS. MSM H ae!4 44515t. Lucie Blvd. 10r•nt hMtle lSl:XI:lX 1peN u!!X•Mrylt Xl pn:n u+Wel. Mime Otsga;gxtl!uitl hl tX,{'Yr kc#Xr XI l.t .nva ;ytlehlor >MW 1gaX:i.-d XV! J.1 fdwlq.! port Deice. FL 34946 oppilht 02016 A I loof busses Ambony 1. lombo ill. P.f. Iteprodooin of this d-ain6 is day letaiji prohibited rithoot the -Hapeimmion hom A hot llusits Anthony 1. lombo ill, P.1. cuss Truss Type Qty Ply /BISCAYNE BAY WRCBBA A02 Hip RYANHOMP3 1 1 A0028115__.___ 1.__-_.----- b Reference (optional) A1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com RUn' 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:31 2018 Page 1 ID: Sn Vy7CbHjYiMw4lj 1 ZFN RfyxBcZ-E XCJs3ipNYpbyKZMm 7Chpuod\*Sa 1 ?H VFYLORLwzHcFc 1-0-p 5 3-6 4 0 b 5 9-0-0 11-2-12 18-7-0 3_8_10 ;-- 25-11 431-0-0 34 8-10 40-0-0 1-0 5- 0-12 _ —I --- 362_2_12 7-44 7-4 4 3-8-10 5-3-6._ro-0 Dead Load Defl. = 3/16 in 5.00( 12 5x6 4x6- 3x8 =- 3x6 = 4x6 = 5x6 =_ 4 5 6 7 8 9 T3 3 W W4 10 j L>•%`yy1_ T..F B2 Bj:.. - ... W4 W6 B $ 5 W1 2 =' 1 -- tit. -- 18 W5 W5 14 1 I o GJ- 19 5x8 u ` Si ss£" 13 s12 8x65x80 3x6 4x8 - 3x6 3x6 = W =- 17 2.00[ 12 16 15 3x6 =_ Plate Offsets ( X,' LOADING (psf) TCLL 20. 0 TCDL 10. 0 BCLL 0. 0 BCDL 10. 0 LUMBER - TOP CHORD 2x4 SP No.2 11-2- 12 18-7-0 2-1- 4 7-4-4 30-10- 8 SPACING- 2- 0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.15 15-16 591 360 Lumber DOL 1.25 BC (1.79 Vert(CT) 0.35 13-25 491 240 Rep Stress Incr NO WB 0.37 Horz(CT) 0.02 11 n/a n/a Code FBC2017/ rP12014 Matrix -MS BOT CHORD 2x4 SP No.2 'Except' WEBS 133: 2x4 SP No.3 3-19=-575/559, 5-19=-411/560, WEBS 2x4 SP No.3 6-16=-373/294, 8-13=-536/983, BRACING- 10- 13=-530/527, 6-14=-264/161 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc NOTES- purlins. 1) Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 5-8-6 oc bracing. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) k MITek recommendsthat Stabilizers and required Vasd=116m h; TCDL=5.0 - p - p psf; BCDL-5.0 sf; h-15ft; cross bracing be installed during truss erection, In Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) Laccordance with Stabilizer Installation guide. 1 and C-C Exterior(2) zone; cantilever left and right exposed ;C- C for members and forces & MWFRS for REACTIONS. All bearings 14-8-8 except (jt=length) reactions shown; Lumber DOL=1.60 plate grip 2=0- 8-0, 11=0-8-0. DOL=1.60 lb) - Max Horz 3) Provide adequate drainage to prevent water 2= 484( LC 12) ponding. Max Uplift 4) This truss has been designed for a 10.0 psf bottom All uplift 100 lb or less at joint(s) chord live load nonconcurrent with any other live 2 except 17=481(LC 9), 15=401(LC 8), loads. 11=-159( LC 13), 16=-608(LC 8) 5) ' This truss has been designed for a live load of Max Grav 20.Opsf on the bottom chord in all areas where a All reactions 250 lb or less at joint(s) rectangle 3-6-0 tall by 2-0-0 wide will fit between the except 2= 444(LC 23), 17=811(LC 23), bottom chord and any other members. 17=788( LC 1), 15=978(LC 24), 15=957(LC 6) Bearing at joint(s) 2, 11 considers parallel to grain 1), 11= 548(LC 24), 16=593(LC 23) value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing FORCES. (lb) surface. Max. Comp./ Max. Ten. - All forces 250 (lb) or less except 7) Provide mechanical connection (by others) of truss when shown. to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s) 2 except Qt=lb) 17=481, 15=401. 11=159, 2-3=- 736/376, 3-4=-254/0, 5-6=-244/269, 16=608. 6-7=- 217/396, 7-8=-217/396, 8-9=- 490/309, 9-10=-586/292, 10-11=- 1124/721 LOAD CASE(S) BOT CHORD Standard 2-19=- 649/682, 18-19=-501/206, 1) Dead + Roof Live (balanced): Lumber Increase=1.25 17-18=- 750/620, 5-18=-749/593, Plate Increase=1.25 14-15=- 917/567, 8-14=-820/584, Uniform Loads (plf) 13-14=- 409/469, 11-13=-566/1040 Vert: 1-4=-60, 4-9=-60, 9-12=-60, 19-20=-20, WEBS 18- 19=-20, 15-17=-20, 13-14=-20, 13-23=-20 3-19=- 575/559, 5-19=-411/560, 6-16=- 373/294, 8-13=-536/983, 10-13=- 530/527, 6-14=-264/161 PLATES GRIP MT20 244/ 190 Weight: 213 Ib FT = 10% 1Mr.iy nnir arh ti!+•M i l ]!,l6!.tS ii C.-.t1At :inl:L tP NS.Bi'OM;"W',I". AiI::MifBhM;YI'Ye lw:hkS:u PKMrtk: wl reN wk,n Rs S+,t Pef;&nrhp pL WNW—! f1.aMN!.P;.t'r•wSikel /Nue nt 'fir.; e'Ne* ,. ,t.W x;ay :;. k1S N. ! Mnner tMr N9k ream ' a ei t:rl qr. e<; srr »++:er.rk:.n t «,sy legr r" .kupk xarke »y ecpeslkNr,M ae a:y aat rkrk: I>w'e4w arr 2w. .xxn gin:. rkr n,;a .rn. ,a Mcr ,.+warq Anthony T. Tonibo 111, P.E. Zt utenr'I ,IxmMkrq--?x pammdke i.n kr twke elyw nr t+k u rkr ikq tMll n, It; we Me dNl /r1:N1Mn kryi>tlx+tk}rysr'k aryl cnxda}+rkw. tlugt e%wak>!.nq r1Al11M. A+a rtrl d Sxtn I» u::Ni nWWt .Ik N, a i«, rn lr„nrrt.w.+a:;:Tek,K a.k x.. ,.c:t ! .,,ew4„xk k„ = 80083 x ! I°. '°"' ""'^"" 4451 SC Lutie DIAd nk..ieMerihe(Nhxlryerfrptr rwyMrpp6t I.r! kl,a,;Urr.yan,r.t.krlr 6eirpek S.,ke.pw!-dp.IMkw f::-ylyh'4kv.aertkhrefr.P`! apytigkl $; 2016 A 1 Pool Irvna Anikoey I, lomW III t f. Prpralu;ireo o! 16it demmoalae arts 10- El p ok Wed.64.1Ikr nillee pe WIM hen A I Lad 11-1 Whooy 1, Imnko III; P.E. Fo , Pwil e, FL 34946 Job Trvss Truss Type Qty PIY RYAN HOMES / BISCAYNE BAY WRCBBA A03 Hip 1 1 A0028116 s Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:31 2018 Page 1 ID:SnVy7CbHjYiMw4ljl ZFNRfyx8cZ-EXCJs3ipNYpbyKZMm7ChpuofYSYh?82FYLORLwzHcFc 16-8-6 23-3-10 29 0-0 34-1-7 40-0-0 q1-0 0- — 5-100-9 — — I - 5 1 7 _...... .— 5-8-7--..{._._... 6-7-3 i -- 5-8-7 — 5 1-77. {..... --- 5-10-9 — 11-0- 5x6 = 3x4 4x6 =:::: 3x4 = 5x6 = r, a ) 8 1.5x4 II 1.Sx4 II 400 = 2.001..14 5-10-9 11- LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 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 2-7-14 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MITek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 10 = 1660/0-8-0 (min. 0-1-15) Max Horz 2 = 80(LC 17) Max Uplift 2 = 383(LC 8) 10 = 383(LC 9) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5369/3039, 3-4=-4833/2707, 4-5=-4487/2594, 5-6=-5524/3096, 6-7=-5524/3096, 7-8=-4487/2597, 8-9=-4833/2712, 9-10=-5369/3052 BOTCHORD 2-17=-2702/4947, 16-17=-2710/4963, 15-16=-2816/5414, 14-15=-2816/5414, 13-14=-2818/5414,12-13=-2726/4963, 10-12=-2718/4947 WEBS 3-16=-485/465, 4-16=-756/1525, 5-16=-1188/635, 5-14=01305, 7-14=0/305, 7-13=-1188/635, 8-13=-758/1525, 9-13=-485/463 8- CSI. DEFL. in (loc) 1/defl L/d TC 0.56 Vert(LL) 0.73 14 660 360 BC 0.94 Vert(CT) 1.3414-16 358 240 WB 0.92 Horz(CT) 0.62 10 n/a n/a Matrix -MS I 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. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=383, 10=383. LOAD CASE(S) Standard Dead Load Defl. = 11I16 in 400 34-1-7 40-0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 183 lb FT = 10% 1-4p r4ev nerepNl mae lk :I IJC IMSS;t-If:illl6il;tki flAMSi('.>K lll es l3siiin kT!I,kle:.psi: MU'Ixe. feh Ya"$.,.oNteslnd.mM,xntltn 9e:y.N,.", Tw,.Illdlxll f.*,I,tf id.e.,%r.-,e - ,9dlt:MM riu :Idd Ml4lhh. h r41 :rmei iir W.k.:rcMhr l3dhk Wd.l A. ns hnip!pxn 1rc.ro, [epx+: ae udxwte@ xesAwsra:AnrmeMllepdtisxAd egarc ip reyrM1ndara nehM1{edne M1ayI cngiMrMl G xk. WaiRl. .MkM1:pmade :ee6q;amroA: caldllry An'11wy T. Tnnbo ill, P.E. Ad eudM1s; .Y.. eA}MNngiclx yx«himdae7 mi.IkO•xrse:AM,kelearrk inlryAt desper ahe Ad ddlk lt;,'k Y, rl He Nrdt+N.rrs lire fwi. Ik gtnrdlk ODMx MNue Alk'ntt. IWalad:q.agA kNdxl Wkaaq kekMrtspufnnrd z80083 nd{.«aap inyterk(xeaM•. Ft xa :A: x!dnro lVO xl lk Npinn xi pdN ldne {alrypfx+.rxM sdxr hi dxe R.f pk tkAx i rrc SNAxt'da x'a{rAaeer/me let Nhxtb•nlexWMtrl xtttxar l:n.@rnlAa i.n:detp ipmn Wlntt MpAA.Mawhst eferise ldrorc l,A:rhm Atreel xeear,niq N'tli pores wd4H. helm .rur.p xa s IG17.e {dint Oes:Mn ule.M1 Srs.e#:pmufaq xdlp A'd ryndalk a,as aAnNhNrol/il. 44$1 Blvd. Tort Piercerc e,, FLFL 34946 fopl'rihhl02016A-I Roof busses-Anlhoiyl.lemboIll. fit. ReproduaionofOtis dotument,.—yterm, isprohibited withotnthewnitenpermissionfrom A-Itoo( Irusses Aethonyl.iembolll'KI. Job Truss Truss Type Qtv PAY -- iSCAYNE BAYWRCBBAA04Hip1FRYANHOMESA002 rence (optional) Al K001 I russes, Fort Fierce, t-L 3494b, design(c_Valtruss.com 11-0-0 6-10-10 13-0-0 5x6 = 400 2.00E-12 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:32 2018 ID:SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-ikli3OjR8sxSaU8ZJgjwL5Kil?rvckaKPn?7?t 0-0 27-0-0 33-1-6 40-0-0 41-0-D 3x8 -- 5x6 = 6 10-10 13-1-8 20-0-0 26-10-8 6 10-10 6-2 14 6-10-8 6-10-8 6-2-1 Plate Offsets Q Y)- _ [2 0 0-10 Edgel, [4:0-3-0 0-2 4j,_[6:0-3 0,0.2-41, [8:0-0-10, Edaf ]l- l l_ 0-4-8,0-3-41, [13:0-4_8 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.64 12 >753 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.15 11-12 >417 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ _ I REACTIONS. (lb/size) 2 = 1660/0-8-0 (min.0-1-15) 8 = 1660/0-8-0 (min.0-1-15) Max Horz 2 = 93(LC 13) Max Uplift 2 = 360(LC 8) 8 = 360(LC 9) Max Grav 2 = 1660(LC 1) 8 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5378/3066, 3-4=-4571/2582, 4-5=-4203/2479, 5-6=-4203/2481, 6-7=-4570/2584, 7-8=-5378/3079 BOT CHORD 2-14=-2720/4954, 13-14=-2727/4966, 12-13=-2415/4812, 11-12=-2415/4812, 10-11=-2739/4966,8-10=-2733/4954 WEBS 3-13=-762/643, 4-13=-652/1359, 5-13=-885/373, 5-12=0/300, 5-11=-885/373, 6-11=-654/1359, 7-11=-762/642 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. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=360, 8=360. LOAD CASE(S) Standard Dead Load Dell. = 9/16 in 4x10 = 40-0-0 6-10-10 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 185 lb FT = 10% iaaq Ikre Mrrspl. u ro+ik -Ituf III.::S;'i(iul'.6(IitA', I;Ix}4t"x(ntlf.YS rl',1JM xT,l,i`KAfi;3'sxtA"lax. In Nup lYNden WsM odes»tat toes leFltrkegRfi MlM lalkrl Io-rk a-rE. lelama Y.r. av nt 9dm: gla•nt aaN ane tQB. wr bi ri lai nx-tke;el hrM nhsek•dd. tie he p gnee,t xan, kpxe a•ted ee kr lhh'ep<easn uesp wine pdnmM alp"gteyktntlprM mM;nd ge tape 1. kr'k/e Mt00 kh. Wa tr<.I. '1e k5lo nteap:a Iya1: :.tmNA11 An -,(lolly T. Tombo ill, P.E. ae uedsasl es all tatMyistM epevalmd+.kht.MO.kt.ea ew gtkaiM laiMK hespw.ade naa of eittu4;Mke1adlankg:Ne.3 r" I Shgxm d th'Oh M a• hell d n .ex. aJWq ktwj mp Aft. M kuai M'... k nea"'L'ibd ¢30083 k effie! nueh.'. I* 4 ame lPOMlk peniae Mpldw I1U Winq (eelcaen Sdm k;vnen xJ; Mil tiYkkti WiNl ae:daekts'a paad pdtne IY-I phM!}t npntt-nnM1«int'k lns h:i{ea. :wt ks:ry hpun M!..; MaMawa. ws;t M It o.e!'op epees eNen mnq is dt lash mWel he 1"" eln'nu 4451 tit. Lucie Blvd.}:gaea:, o;:i!txd`al k;.pa.ai ,s Srtna?gaen n'ar redly uitm/aaN h:xs aenkeaNa1111. Fort Pierce, FL 34946 top}>• irhi 01Di6 A1 Deol hnsses Amlonp 1. lomho III. (.[. tepeadoniah of This docunem,in any loan. is pmhihued ailhoN Me Witten permission I'mAI taol Ireuet - AhiM1ony I.lomho III, D.[. Job Truss Truss Type _ aty Ply RYAN HOMES / BISCAYNE BAY WRCBBA A05 Hip 1 1 A0028118 Job Reference (optional)_____ Al Roof Trusses, FortPierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:33 2018 Page 1 n I D: SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-AwJ4Hkk4vA3JCejltXE9uJtwZFEWT8KY?ftYPozHcFa 1- 0- 7-10-10 15-0-0-___ 20-0-025-0-0_ 32-1-6 40-0-0 1-0 F 1- 0- 7-10-10 7-1-6 5-0-0 5-0-0 7-1-6 710-10 0- 5.00 r12 5x6 -_- 4x10 = 2. 00[ 12 3x4 - 5x6 = Dead Load Defl. = 3/4 in 7-10- 10 7-10- 10 + 15-1- 8 7-2- 14 24 10- 8 9-9- 0— — -- 32-1- 6 7 2 14 40-0- 0 Plate Offsets ( X Y)_ 12 0-0.10 EAe], L 0_3-O,Edge],[5:0 3 0 0-2-41f7_0-3-0 0=2-41j8.0-3-0,Edge] _[10.0 0-10,Edge, j13.0-4-0 0-2-12LL14_0-4 0 0-2, 12j LOADING (pso SPACING- 2- 0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.57 14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 1.27 13-14 379 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.58 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 I Matnx-MS Weight: 182 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E `Except' T3: 2x4 SP No. 2, T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No. 3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 4-4-5 oc bracing. WEBS 1 Row at midpt 3-14, 9-13 MITek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installationguide._ _ REACTIONS. (lb/size) 2 = 1660/0-8- 0 (min. 0-1-15) 10 = 1660/0-8- 0 (min. 0-1-15) Max Horz 2 = 107( LC 16) Max Uplift 2 = 360( LC 12) 10 = 360(LC 13) Max Grav 2 = 1660( LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 5351/3083, 3-4=-4284/2407, 4-5=-4199/2426, 5-6=-3913/2339, 6-7=-3913/2340, 7-8=-4199/2428, 8-9=-4284/2409, 9-10=-5351/3094 BOT CHORD 2-15=- 2727/4929, 14-15=-2730/4938, 13-14=-2046/4098, 12-13=-2741/4938, 10-12=-2738/4929 WEBS 3-15=0/ 262, 3-14=-1019/839, 5-14=-604/1264, 6-14=-437/209, 6-13=-437/209, 7-13=-605/1264, 9-13=-1019/838, 9-12=0/262 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. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint( s) 2, 10 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt= lb) 2=360, 10=360. LOAD CASE(S) Standard indq-rinse Nargd. rnn. he 41 UGi 11'riS!S:"iE11E1"46II;Il; fiWSl(:M(d11CYS (l1I)M q fY;tiiMCli;E):InM1'Inr._yrAl kup pwum With edn»sits l rr 1 qe ),vnyjf;Gw IM id1»I I,rk 1 lE. lehrr:e Vrn ir:oe r:t 1dn: NEernsr uA4 nne 10p. Wr 14trk:rralrl tV k : N 6th I90b N.dN. 1: r'rni Drstp Erp»n e.1 .tMr hpn '1M rNns.lOp.rpnwsooa}aaedm HdnntW rgare•tg rrgaulJnr Y'IM les}. dtk tape 1. 1enM Nr IDO nh. rox l?<I kNs;p nrregw slag;npnn:.IntNNV Anthony T. Tombo T II, P.E. M ru dfist+t k•tn hrNtgatk rey»sNtm.d4k D.nr.MO«nrtnKo aN rpM r IM IwIIiq Ontpr: atk M rd to H;. Sst Wtlt lr•.d lniao rh mn fM 1. 1, tnxor dNr'Oh M rr MIT. 0Nr nts xlroq W,1"wgtam" Mk ,, .ndnox trynolamd - a 80083 t NW"A'"'hdcx' ' wod' ernnMlOh M no pxtnn. and pWdws oft hAnq(reµaa Sdrq how %Sr'MWined mMM W1 ar d-0. 'd pried prdtur Rler nsAryrm.ii;nrs rO min Yfe l,.. rs; Drug I.n:M p, iyrou al n., Mrad arn rust 4451 $(. LUCa 6. r5e•ne ldiMkr`.NrM rpM nrn nvmtq lr dE lxta NrrnW Tk lFort P:erce, FL 14946 opnith102016 A I tool Imes Anthony 1. Tomlin ill, P.E. tepiodudion of this do,ommt.in*Ay lotod, is pmhiMed without the nrineo petmiisioe hood A tool Imses Anthony 1. lomEo III, P.E Job Truss Truss Type Q1y Ply RYAN HOMES / BISCAYNE BAY ' WRCBBA A06 Hip 1 1 A0028119 Job Reference-(optionalL Al Roof Trusses, Fort Pierce, FL 34946, design@al lruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc Fri May 11 10:58:34 2018 Page 1 ID: SnVy7CbHjYiMw4li 1 ZFNRfyx8cZ-e6tSU41igTBApoHxRFIOQW(03YfahCYSiE Icoyr-zrict-i 41_- 0 6-1-4 11-2-14 174) 0 23-0-0 28-9-2 33-10-12 40-0-0 1 0 1- 0-0 6-1-4 ---- 1. b 1-10 F 5 9 2---- { -- 6_ ---F— 5 9 2 -- 5 t_10 _.- 6 141-04 5. 00 r12 5x6 = 5x8 Dead Load DeB. = 11/16 in 6 7 3x4 3x4 4x6 - T'' 4x6 5 g N 4 t. Sx4 m v1. 5x4 <: XJ10 16 15 17 5 10 MT20HS 5x10 MT20HS- 14 _ x10 MT20HS-- 3x4 5 5x10 MT20HS_ 3x4 - 2. 00i1-2 4x10 _ 4x10 = 8- 8-3 17-1-8 22-10-8 f - 5 31- 3-13 40-0-0 8- 5-5 9 O—I- 8-5-5 Plate Offsets (X,Y)-- j2:0-0-1QEdgej,_[4:0-3-O,EdgejL[6:0-3-0,0-2 4] [7 0=5-12 0 2-8j,[9 0-3-0,Edge],_[11.0-0-10 Edge], j15_ 0 4-8t0_2 116_0-4 8,0-2-12] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.66 13-15 >732 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 1.23 13-15 >390 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.61 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 188 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30 BOTCHORD 2x4 SP M 30 "Except` B3: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 4-3-0 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 = 1660/0-8-0 (min.0-1-15) 11 = 1660/0-8-0 (min.0-1-15) Max Horz 2 =- 120(LC 13) Max Uplift 2 =- 376(LC 12) 11 =- 376(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5405/3209, 3-4=-5069/2938, 4- 5=-4971/2949,5-6=-3936/2301, 6- 7=-3597/2204, 7-8=-3934/2301, 8- 9=-4971/2959, 9-10=-5070/2947, 10- 11=-5405/3222 BOTCHORD 2- 18=-2860/4989,17-18=-2409/4447, 16- 17=-2400/4464, 15-16=-1692/3595, 14- 15=-2404/4464, 13-14=-2413/4447, 11- 13=-2873/4989 WEBS 3- 18=-308/403, 5-18=-148/539, 5- 16=-880/734, 6-16=-569/1152, 7- 16=-250/253, 7-15=-570/1152, 8- 15=-881/734, 8-13=-148/540, WEBS 3- 18=-308/403, 5-18=-148/539, 5- 16=-880f734,6-16=-569/1152, 7- 16=-250/253, 7-15=-570/1152, 8- 15=-881/734, 8-13=-148/540, 10- 13=-308/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasil= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=151`1; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. 0psf 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) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 2=376, 11=376. LOAD CASE(S) Standard M,:' ap -11-1w led! en,. tk'i I ljC linii'iF,ifP, wlw JFtNS t(',U11 M411SI M %'tl,l.e1CIP'1iNfAr!ns. Ve Al Msil l A en nl,eal lMn Mta,t!•n' Ntf),,.vyjfPw" wlle Aplrrl I WEyf leMextYn'Ni'e ett Ude4.gk.ne goodoihe JOB., wt„< myo, 'wee ee I. AtiDB ldk,k4. i! x, D"4. Ep wd• , }t uAffyee;,1-0..r@h!pie4M,rcmepx:e am I.onloMw...... ry-Aildo'ne letXanrsy4t {,:.nerd Ae KiNr. IM I.!kid,,p n+mpe Not q:raaN:. 4md ln AnLhDny T. TOmhO 111, P.E. tdd udau1. 4 106.1 lk epw. 10vi 5el en.Me I:dA.. HapeArlklakxo0<gM'.a1k.4nHdNt1%.A, I:u/UeMcetn{fy ddr4lk.l. Alt" dlk:Do men Add l llNt o< I,OpeNip.tRp, n!dld,wxlMK.w•lal.alyrtyas.ls.d a 80063 nth{;., Dnp1 m,(aros+r i! s'e.dds••Migl xllN panes. al gAHMe4,I Me lxlpp(MynM VIen NN nmN 1(7 Het lk:ry logs%1 u,.'dxexu5'a H,nd od{am- R-I k14s A. nMn,e n,s o,f Mud o't ln: Deupn :any: f,pa,d ad ln,, kaA,!,diu w!n ocnu NB,k 1.d wM yeN p„nrnop e! 0HO— xv N. tk trio etuM!oHmx'I{:• euAp Dts ped ur,., 4ves!pntnca,rdwp mo,n ak m ur o, ddmduln i. a451 ercSt. Lucie 3494 FortPierce. FL. 34946 fapynphl 1 7D16 h l lost tresses Anthsoy l.lsmho lll, P.E. tepmduaioo of t6s document m aty lone, is p,o6hAed ,about the ,rn%en pedmrssion hom h l Roof lmnes - Anthony lAomho lli, P.(. Job Truss Truss Type City PIy RYAN HOMES / BISCAYNE BAY WRCBBA A07 Hip 1 1 A0028120 i Job Reference (optional) Al Moot Irusses, tort Hierce, t-L 34946, aesign(galtruss.com 1-0-0 6-9-4 12-10-10 5.00 F-12 3x4 5 4x6 1.5x4 ' 4 3 ' 1jS 2 W 16 5x10 MT20HS= 400 = Run: ti.l2u s uec i i zul7 runt. mizu s uec 11 zulIf Ml I eK inaustnes, Inc. t-n ID:SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-6JRgiQmKRnJ 1 Rys8?yl 19-0-0 +21-0-0 27-1-6 F- 33-2-12_______ t 40-0-0 6-1-6 2-0-6 6-1-6 6-1-6 6-9-4 5x6 = 5x6 = 6 7 T3 _. 3x4 4x6 W —11V3 / 9 1.5x4 10 500 MT20HS_. _ Sx10 MT20HS= t3 $ 1- 5x10 MT201-!5= 2.00[12 11 10:58:35 2018 Page 1 Dead Load Defl. = 11/16 in 9-10-11 9-10-11 19-1-8 9-2-13 0-10- 1-9-0 30-1-5 9-2-13 40-0-0 9-10-11 Plate Offsets (X,Y)-- [2:0-0-10,Edgej, [4:0-3-0,Edge], [6:0-3-0,0-2-41, [7:0-3-0,0-2-4], [9:0-3-0,Edge), [11:0-0-10,Edge], [13:0-5-0,0-3-0], [14:0-4-4,0-2-8j, [15:044,0-2-8j, 16 ;0_5 0 0-3-01_. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.61 15-16 789 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 1.18 13-14 408 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.57 11 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix -MS Weight: 185 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except' B3: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. t MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in j accordance with Stabilizer Installation guide.___ _ REACTIONS. (lb/size) 2 = 1660/0-8-0 (min. 0-1-15) 11 = 1660/0-8-0 (min. 0-1-15) Max Horz 2 = 133(LC 13) Max Uplift 2 = 391(LC 12) 11 = 391(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5387/3249, 3-4=-4959/2882, 4-5=-4897/2901, 5-6=-3614/2149, 6-7=-3288/2064, 7-8=-3614/2149, 8-9=-4897/2908, 9-10=4959/2890, 10-11=-5387/3261 BOT CHORD 2-16=-2892/4975, 15-16=-2287/4253, 14-15=-1493/3288,13-14=-2290/4253, 11-13=-2905/4975 WEBS 3-16=-411/516, 5-16=-209/663, 5-15=-1040/824, 6-15=-619/1148, 7-14=-619/1148,8-14=-1040/823, WEBS 3-16=-411/516, 5-16=-209/663, 5-15=-1040/824, 6-15=-619/1148, 7-14=-619/1148,8-14=-1040/823, 8-13=-209/663, 10-13=411/515 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=391, 11=391. LOAD CASE(S) Standard auuq ilnb nrrpph rerr+tM l tJ4. trd:i!S-i[ll(Ci 6(A!11; IFlNSis'IW11CaS f3Sl d flll. Ca(atil;dka lxo-te,Arbuppadrrl W,Wldr,.Iti!,rss3,i},rN r,ry(tw,.,kidinei lonb l:il tdNlxr Ln!N9:ee,r ad:f; ak:•+,u addn MlOB.a Ihtitau'bw M'.N Ntu MiPPbbald. If hnf Peltstlpmr .Sx:nlN hpru; ar uMaa!tDD epnMtnxcl9redMpdnurrd rry 'Irynyx5:41gr§Mk.cdM:ayl 1.. /y nNaMrW aN. Wn P11 'a M!p nsrup IWay.Wmm:. r.arar. Anthony T. Term III, P.E. W ldkr1 .4^aS MbigitM elpuNlMdikl Nl.MQrx,taabv,NydlrlklydMy kvpe:: ula abldbr lK. ass WM bldi.A., W-1rh -Ir ar .'k" dlalPPWbdMtrrs, 14qrt4 At!-VAhMIM .". an".I"I,eyut#: d :80083 Mlnd+;klr—[F: x A!'a>rf5z—ft100Wl.pa-.9rw—IftrbdRglw#slMSdmf.mn'Y1:pM46"MWWINtlu :'dNbprnN rlw!1.WllmbMi'be,pn:bl..im#..1ryrin![*."I.n,ktquitp".$T,efiM+rM- ii 4451 St. Lude Blvd. eie!rtu kriW if i:an:M npeN anrn rllnry 1. dl pr•:n lnd N.ti<In:sk:,p Egnee!'I IOI u`r ldllapkt:lar uir„Snra;ry!rmdar a.118ry 111 rgNaNx,a: arnkhaelnibl. Fort Pierce. FL 34946 oppiyhto2016AIlonlhasses Anthonyl.lomballl, P.f. Rnpmdaniono(tbisdorunen4moaylorm,isproAibitedwilhconhernneaptrmiuionhonA'Iteollimes'AartlonyLtombolll,P.[. Job WRCBBA IA08 ICommon Qty Ply RYAN HOMES / BISCAYNE BAY A0028121 I_..._--_._._-...... Job Reference (o tpions- 1rt Pierce, FL 34946,design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:35 2018 Page 1 ID:SnVy7CbHjYiMw4li 1 ZFNRfyx8cZ-6JRgiQmKRnJ1 Rys8?yGdzkyHy3yl x2rrTyMfUhzHcFY 1-0-,0,7-1-3 13-6-10 { 20-0-0 -_ 26-5-6 — 32-10-13 40-0-0 1-0 0 6 — - - - - - - -- -- 0-bb__ 7-1-3 6-5-6 8-5-6 6-5-6 6-5-8 7-1-3 0- 5x6 =- Dead Load Dell. = 5/16 in 5.00 1 12 o ,., -- 14 .. 3x4 — 4x6 — UIS -:: 4x6 — 3x4 =:: 3x6 = 3x6 10-3-14 I 20-0-0 29-8-2 i_... 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y)-_ j2 0-7-2 0 0-12],.j10 0-7-2 0 0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) 0.30 12-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.59 12-14 818 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix MS Weight: 195 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 1 Row at midpl 6-14, 7-14, 5-14 lMiTekrecommendsthatStabilizers- and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._- j REACTIONS. lb/size) 2 = 1660/0-8-0 (min.0-1-15) 10 = 1660/0-8-0 (min. 0-1-15) Max Horz 2 = 140(LC 13) Max Uplift 2 = 399(LC 12) 10 = 399(LC 13) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3478/2170, 3-4=-3153/1960, 4-5=-3017/1983, 5-6=-2181/1498, 6-7=-2181/1498, 7-8=-3017/1983, 8-9=-3153/1960,9-10=-3478/2170 BOT CHORD 2-16=-1857/3170, 16-23=-1367/2550, 23-24=-1367/2550, 15-24=-1367/2550, 14-15=-1367/2550,13-14=-1368/2550, 13-25=-1368/2550, 25-26=-1368/2550, 12-26=-1368/2550, 10-12=-1864/3170 WEBS 6-14=-799/1259, 7-14=-824/681, 7-12=-267/623, 9-12=-440/484, WEBS 6-14=-799/1259, 7-14=-824/681, 7-12=-267/623, 9-12=-440/484, 5-14=-824/681, 5-16=-267/623, 3-16=-440/484 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=399, 10=399. LOAD CASE(S) Standard h•..uN Relu nxlyN. tnxrM a I C fIS,SS`i,ift'; flA;1l: IkIN1 t,: nttiltY1tr11Lx It 7,l.ti[Y:••_:daxfA lxn. inM 6+MN,NxmWtM.xtrt N lx, I,Itt inge he.,y;It•G;w M,lnatl ixrN 4rf. INxexfY iN9:'r n+ nNu:Nkntr NNN rnr lhl. a7 Iti1:.l,xN11h N'b :li Ix ItoINif l! lx4.l Doi. !pm II S-01, Br-1 Y. ,.11, xt iW 1pnrm, le xrttd NM NNM w1,,p., gn4l"Immt9 Mxgr Ar. mpr l.l:,/,nnN M M too Mtr.e W lls l.:k Alsip .-P.,.4" onN,. tlnNnnr An'horsy T. Tomho 111, D.E. xl lllNUVt 4 M!IxIN111t1 trN:bI11, Nn!) ,.Mn"xixlhlt ,AMy,.NljM111l 1Dt,*.faMW"aNW WJ.n1A,W1tAq!W. _1 III 1. 111PNIl d 1. V Awln INN I, N nllnl 169 WilIr.,w W"swilt. W 1r (iq L..N34.".N r80083 MteN.•tl7es r+e n(NFMx ,r w.-.al.eMtrxwMltttl e, ml lxlN,n+Nmunxq apron sam In m p:F IN1:,4e+l tnp UG x: Mx aN'x pxx pMax: 1P'-I Mint;». nqn l.nr, le#brn,dYt t..n:Plxpx I:ets ks:p !nryx al m., w,Ml:>:x...t,: 4451 St. Lucie Blvd. eteenu lN!xtlr a; lllN,PxN xNlnrnnp lr All lases N,x„t rlr lost Male igwex ,ltl tat lnJnl ptc:pn xl .s.n»x ErrylrxEmf lniky III 1t i iN N•a: xe nt khaNntP 1. Fort Pence, FL 34946 oppitht Kt tU16 p l snot Ilussn dnthonp 1, lomho III, P.I. ReproJuniou of tklz dommtm, m ant lorm, n proled withem Me vanes permnsion Imm A I Snot Iru,tet 6othenr t. lomho Ill, P.E. Truss RYAN WRCBBA B01 Hip Girder A0028122 1 1 It Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:37 2018 Page ID: SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-3hZb66nazOZIgFO W6N15292Z9shzPwO8wGrmZazHcF 1 0 7-0-0 11-11.4 16-8-12 21-8.028 8-0_„_ F - - - 7_0 -- —---;--- 4-11-4 4-9-8 - -f— 4- 11-4 i - -- - ...._— 7- 0-0 I 4x10 .. r 7- 0-0 7- 0-0 Plate Offsets Dead Load Defl. = 5116 in 11 22 23 l 24 25 10 ' 26 27 4x8 2x4 11 LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip OOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 "Except' W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORO Rigid ceiling directly applied or 7-3-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. ( lb/size) 7 = 2292/0-8-0 (min.0-1-14) 2 = 2509/0-8-0 (min. 0-2-1) Max Horz 2 = 61(LC 8) Max Uplift 7 = 614(LC 4) 2 = 706(LC 4) Max Grav 7 = 2292(LC 1) 2 = 2509(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except whenshown. TOP CHORD 2- 3=-5859/1671, 3-17=-6945/2049, 17- 18=-6945/2049,4-18=-6945/2049, 4- 19=-6945/2049,19-20=-6945/2049, 5- 20=-6945/2049, 5-21=-7239/2153, 6- 21 =-7239/2153, 6-7=-5500/1558 BOT CHORD 2- 12=-1478/5343, 12-22=-1479/5380, 22- 23=-1479/5380, 11-23=-1479/5380, 11- 24=-2060/7239,24-25=-2060/7239, 10- 25=-2060/7239,9-10=-2060/7239, 9- 26=-1373/5034,26-27=-1373/5034, 8- 27=-1373/5034,7-8=-1370/5009 WEBS 3- 12=-44/761, 3-11=-559/1911, 4- 11=-637/383, 5-11=-372/123, 5- 9=-372/244, 6-9=-796/2676, imm 400 5x10 MT20HS= 6x6 21- 8-0 4- 11-4 2x4 11 CSI. DEFL. in loc) I/deft L/d TIC 1.00 Vert(LL) 0.35 9-11 971 360 BC 0.56 Vert(CT) 0.66 9-11 518 240 WB 0.60 Horz(CT) 0.13 7 n/a n/a Matrix - MS WEBS 3- 12=44/761, 3-11=-559/1911, 4- 11=-637/383, 5-11=-372/123, 5- 9=-372/244, 6-9=-796/2676, 6- 8=-81 /491 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) a This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 7=614, 2=706. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 240 lb up at 7-0-0, 123 lb down and 123 lb up at 9-0-12, 123 lb down and 123 lb up at 11-0-12 123 lb down and 123 lb up at 13-0-12, and 123 lb down and 123 lb up at 15-0-12, and 123 lb down and 123 lb up at 17-0-12 on top chord, and 384 lb down and 73 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, and 88 lb down at 17-0-12, and 897 Ib down and 306 Ib up at 17-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 151 lb FT = 10% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-201(B)12=-384(B)17=-123(B)18=-123(B) 19=- 123(B) 20=-123(B) 21=-123(B)22=-71(B) 23=- 71(B) 24=-71(B) 25=-71(B) 26=-71(B) 27=- 897(B) pwq ll«u NxagM. P•1ae 111C. LIV.13'i( [l%9CW fiWS 100DITICF) MIA '(11Sn,WJD;j Ima.. Vr,l, nup laraxlmW wl AA 1. •) })rnq 1F,.«i IMA.Mej I I. a,ri. Ild—Sl«.W* dtln: Hle'•n1"W.11, D — rtii« cwe:«rlxl.,iL«aulhlaxl)aI. Ad.l,erns8.xp(ap«r a,i«.un,'.gxex,;aeuA«malParpetM,««;ep«utlnwpan:l«A«!we•iglett-kda111u1.,PV,M:apltL•r,tly:.14.MIUO«1..Wnlp.l-ae4,pnvapa.laga4mmou mkm. Anthony T.Tombo;li,P.E. Ms . 00iS wlalli«i,M «!«ri4lm 0N1 dQ «it aAa,"d wsc l« Wdm ku".' •I-VII" 0 IVW,V St . .1 IN 1.0 k /q Nt«I KI lr gl'«AI« PO «I whet/ uowl." Irt«laniq. arge nI1A «l Mrv1} W.ae „a •e:!«u1:nnA z 80083 ae.{n: l.q 7npe afvr*arr taa:!naralleipp pl nr pxlan nd pAAnnAMIrMy(wl«Ia SAM Ira m«`x)ri.H ileanln ml ll[I ne Axaat«Mpxl pNmt R.I««:. ea ream.N1 e+«<«.,As.i.n,a,ll«11., 1e,Tr,igrxa «f r,.ss wzar«r. w.t: 4451 St. Lucie Blvd. IRN'flta IAIM 11 a.W'W glN!«Irrmlq Aa Al prtn l«ItIM. i1t l«:s it Njl[gH«11i 1((Se reAal tetq+a.«l,f .rtrl>.gMfaliia «dYq :11i17LIM Frt pt a, lllrN,a 1p fort ?!.erce, FL 34946 aprrirAi 7AI6AItont6assesAm4onyl. lomballl,p.l. Beplodanianofditdomnen61adnylmn,ispmAi64edridoanha nnepnrmisainaloamA IAnn111axn-Anahnarl.)antoill.p.(. o LBO2 s cuss Type aty PIY RYAN HOMES / BISCAYNE BAY WRCBBA Hip 1 1 A0028123 Job Reference (optionalL Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:38 2018 Page 1 9-0-0 4x6 3x4 -- 4x6 Dead Load Dell. = 114 in 3x4 -- 4x6 =- 4x4 =.-.- 3x4 = 4x4 = 9-0-0 0-2-10 Edgej,_[6:0-2-10,Edg LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deg L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) 0.30 7-12 >999 360 TCDL 10.0 1 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.44 7-12 >774 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Il Matrix -MS LUMBER - TOP CHORD 2x4 M 30 'Except' T2xx 4 SP No.2 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) BOB CHORD 2xx 4 SP M Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; WEBS 2x4 SP No.3 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) BRACING- and C-C Exterior(2) zone; cantilever left and right TOP CHORD exposed ; end vertical left exposed;C-C for members Structural wood sheathing directly applied. and forces & MWFRS for reactions shown; Lumber ROT CHORD DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 6-6-10 oc bracing. 3) Provide adequate drainage to prevent waterponding. MITekrecommendsthatStabilizersandrequired4) This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide., loads. 5) ' This truss has been designed for a live load of REACTIONS. ( lb/size) 20.Opsf on the bottom chord in all areas where a 6 - 114610-8-0 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1208/0-8-0 (min. 0-1-8) bottom chord and any other members. MaxHorz6) Provide mechanical connection (by others) of truss 2 = 74(LC 12) to bearing plate capable of withstanding 100 lb uplift at MaxUpliftjoint(s) except (jt=1b) 6=233, 2=274. 6 =-233(LC 8) 2 =- 274(LC 8) Max Grav LOAD CASE(S) 6 = 1146(LC 1) Standard 2 = 1208(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2220/1239, 3A=-1976/1249, 4- 5=-1981/1253, 5-6=-2224/1243 BOTCHORD 2- 9=-987/1961, 8-9=-1157/2175, 7- 8=-1157/2175, 6-7=-992/1966 WEBS 3- 9=-65/465, 4-9=-393/211, 4-7=-389/202, 5- 7=-65/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 28- 8-0 9- 0-0 i PLATES GRIP MT20 244/190 Weight: 118 lb FT = 10% Raxq tkeM Mr,ryae mRa h'I I tic Win:'u;(fe%U1%, rfb4s I (;Rgll'M (Al —1k'. a 1 , tW,1.?AiaW Ixe. Wit, kq. p,e dx, M i A Met » mt t,;: ?e1p an,g:3w, R0 n, Adn»f 11,»k ,. t i Met., U»: x».:e ne Odes: Mw—, 0#0 x M a » bl imem p" kite .NIR Re t101 x dd. Abe M r,geez!? Sttnn. ,pt,H;h ua„r, 100 •,resin » eWwr d Re rdts:d"" .1 #-Ada,* Mletp &i4 tRrf l tq.+IN»M r00a0, alulk,?. _ M 0v,la; h .Mkiq"suae M knndtkN.lkC ,t#'»a,NgeRelklM6gBnpt V.;em 41Mlr lt'V eReI"64Rlodf»erxl 1,gr,n dla OOWx.fd1 Idtk:.vx.x, dgtW.ey.;h..gr Mla »tkxR1 MikN .rwt lyd Anthony T. Tomb) :I , E R, 1neR^>e, ,M[,r.MrMx,r»:RMIppMia mo,al d:I,aikMl ( inSAenit9m,n ur .kekihWuunt:dxtx,OM a`80083 tx r r nq oRtw rei i,xi,t.dw. nlana:lt:eq,as,0„e,adw:sflel.,s(k,ry,x.ir, aeti••i,ap»x»IrR„rRM,nu».e:, 4451 St. Lurie Blvd. eferise/eli,xlhsux:al,p,N,a„IrnOryMal i,aes .del. llelrtss6e-s.gwx:; 1(.rl`t tadRl as.pex.,l fSf(..R.gl,exd»i lxlkq dlrq Li}»h'Rtxf nlefAN 11IH1 Opi'# 10 2016 A I fool hmsei - Am401y 1. combo IIL f.E. itplad1di0t.111is 40tument. in 00y larm s proki6iled Rithevi the R,iuen petm,,,m ha» A l tool roue A0th in' 1.1nn6011I, P.E. Fort Pierce. FL 34946 Job Truss Truss Type Qiy PIY J RYAN HOMES / BISCAYNE BAY AO028124 WRCBBA 603 HIP GIRDER 1 A i Job Reference o tional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:38 2018 Page 1 ID: SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-Xu7zKSoCkihcl PbjgSgKbMamJGOV8MeH9waJ50zHcFV 4-0-11 3 7-0-12 9-9-10 12-9-2 15-10-14 18-10-6 21 7-4 24-7-5 28-8-0 1I— 4-0-1MT_....._...._f_ 2-8-14 ._..t_. 2-11-8 ._._..1 — 3-1.12 2-11-8 i ..._.. 2 8-14 — 3-0-1 ._.. I 4-0-11-- ....... i 5x6 = 3x4 = 3x4 == 5x6 =_ Dead Load Deb. = 5/16 in I? 0 lu 10 il It) lY — ,c 3x8 I; 6x6 4x8 _-- 3x6 II 700 MT20HS= 4x8 - 6x6 = 3x8 it 4- 0-11 7412 4- 0-11 3-0-1 2-8--14 LOADING( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 "Except` T2: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 1.8E WEBS 2x4 SP No.3 `Except` W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1 = 945810-8-0 (min.0-2-4) 10 = 10526/0-8-0 (min.0-2-7) Max Horz 1 = 65(LC 8) Max Uplift 1 = 895(LC 8) 10 = 1243(LC 9) Max Grav 1 = 10946(LC 2) 10 = 11646(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-26193/2482, 2-3=-24729/2692, 34=- 21574/2419,4-5=-20181/2276, 5- 6=-21747/2500, 6-7=-20172/2332, 7- 8=-21564/2479,8-9=-24860/2814, 9- 10=-27674/3096 BOT CHORD 1- 24=-2274/24077,1-25=-2278/24168, 19- 25=-2278/24168, 19-26=-2278/24168, 18- 26=-2278/24168,18-27=-2409/22820, 17- 27=-2409/22820,17-28=-2371/21747, 16- 28=-2371 /21747, 16-29=-2371 /21747, 15- 29=-2371 /21747, 15-30=-2371 /21747, 14- 30=-2371 /21747, 14-31 =-2371/21747, 13- 31 =-2371/21747, 13-32=-2521 /22944, 32- 33=-2521 /22944, 12-33=-2521 /22944, 12- 34=-2820/25543, 11-34=-2820/25543, 11- 35=-2820/25543, 35-36=-2820/25543, 10- 36=-2820/25543 Continued on page 2 3x6 II 10- 14 18-10-6 21-7-4 1- 12---i-- 2-11_8 }_ 2-8-14 CSI. DEFL. in (loc) Well L/d TIC 0.85 Vert(LL) 0.2414-16 999 360 BC 0.61 Vert(CT) 0.5314-16 650 240 WB 0.67 Horz(CT) 0.13 10 n/a n/a Matrix - MS BOTCHORD 1- 24=-2274/24077,1-25=-2278/24168, 19- 25=-2278/24168,19-26=-2278/24168, 18- 26=-2278/24168,18-27=-2409/22820, 17- 27=-2409/22820, 17-28=-2371 /21747, 16- 28=-2371/21747,16-29=-2371/21747, 15- 29=-2371/21747, 15-30=-2371/21747, 14- 30=-2371 /21747, 14-31 =-2371/21747, 13- 31 =-2371/21747, 13-32=-2521 /22944, 32- 33=-2521/22944, 12-33=-2521/22944, 12- 34=-2820/25543,11-34=-2820/25543, 11 - 35=-2820/25543, 35-36=-2820/25543, 10- 36=-2820/25543 WEBS 2- 19=0/1224. 2-18=-1528/0, 3- 18=-345/3886, 3-17=-4107/478, 4- 17=-854/8122,5-17=-2813/393, 5- 16=-261/2181, 6-14=-189/2193, 6- 13=-2828/295, 7-13=-875/8122, 8- 13=4293/558, 8-12=-423/4060, 9- 12=-2935/400, 9-11=-211/2303 NOTES- 1) 4-ply truss to be connected together with 10d 0. 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 28- 8-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 790 lb FT = 10% 6) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10. Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 1=895, 10=1243. 10) Load case(s) 2, 14, 15, 16, 17, 18, 21, 22 has/ have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 537 lb down at 0-11-12, 157 lb down and 67 lb up at 1- 0-12, 537 lb down at 2-11-12, 177 lb down and 62 lb up at 3-0-12, 537 lb down at 4-11-12, 250 lb down and 76 lb up at 5-0-12, 2091 lb down and 595 lb up at 6- 11-12. 1447 lb down and 295 lb up at 8-11-12, 1274 lb down and 312 lb up at 10-11-12, 1274 lb down and 319 lb up at 12-11-12, 1274 lb down and 319 lb up at 14- 11-12, 1274 lb down and 319 lb up at 16-11-12, 505 lb down at 18-9-12, 999 lb down and 319 lb up at 19- 0-12. 1331 lb down and 319 lb up at 20-9-12, 1331 lb down and 319 lb up at 22-9-12, and 1331 lb down and 319 lb up at 24-9-12, and 1218 lb down and 319 lb up at 26-9-12 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 (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 1- 10=-145(B=-125) Concentrated Loads (lb) lraay llo;ellwryd. mle.lk 4 i 4 IiU:,tS,'ittlEr',.6I.ilAt CtINSi(AlUn .4 fUSl]x tl1 t; ,C.Cm.ENNIE 'Ia,. feM lrag iaurda,daW Wt: wlx,ixs Ingcmn,y ll[CWq, A.Merl Isek.;. It. tdaexe un^wr'r ne Udes, rHvwn, n94..6, TOD., xlide:, ek:nitrejig sN ltl pelt' 11.44,is. setip 1.0—ai .Snau.r lrpra::.lt,rdaRay lDl.r1-sm,aalM'n,0W'A"aw.4--1.1 et/NNIIIpti N9.,V c M;.0, 1. d9od.O. tTOD IRI. Wt,M 14. t" Is Wimp IW*;Z.Oms t.twlq Anthony T. Tombo :11, P.E. Wtu da:, 1-'.-M 1464 is Tie "*-W. d ft ).N0.,a s.aa,:Wytda W 1.14.4 lkapr^yW Nadhltt.Md:sdq,ford k.M.s W, m. 1111.blYr. d ge'.UOWm hell dmtl.s, "6WAL-4 n W n,glldlx WM q19.. h ttyesh+h d <-80083 nn 4axq:7„}aW(torcail.T,.awasftloDwrNxlat,r.#V.W.,dq,N IN4ttywwomh aat4(YNNskegtmwwAat!dau.m M*; vP4re 4451St. !ude Blvd. ege!.I, e MNq M t `.a.m qW dr. q rmly h dl iae„ q.d,W. tk im<irlq.'mate, 1. hi! W 4nigl les,l+a. a I ...?m..4— d m1 Win Ai ai'uW We, ae., Id+N n 11t1 tort P!erce, FL 34446 oppithi*7016A- Itoolitussts Aoilinyl.lembolll,P.E. teproduaio. of This dommeln,III IRV lmm, is prehihiledwBgo.lthe wine. pewisioe ham A ltooflwses-A.AsonrLlomho Job Truss Truss Type Qb Ply-- RYAN HOMES / BISCAYNE BAY WRCBBA B03 HIP GIRDER 1 4,_ A0028124 Job Reference o tional)__ Al Koot I russes, Fort Pierce, FL 34946, design ga I truss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-2019(F) 16=-108(F) 13=-108(F) 11=-141(F) 24=-275(F=-118) 25=-295(F=-118)26=-368(F=-118) 27=-1 107(F) 28=-1 107(F) 29=-999(F) 30=-1 107(F) 31 =-1 107(F) 32=-999(F) 33=-1 139(F) 34=-1 139(F) 35=-999(F)36=-1089(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-50, 4-7=-50, 7-10=-50, 1-16=-145(B=-125), 14-16=-175(B=-125), 10-14=-145(B=-125) Concentrated Loads (lb) Vert: 18=-2091(F) 16=-406(F) 13=-406(F) 11 =-462(F) 24=-563(F=-432) 25=-581(F=-432) 26=-645(F=-432) 27=-1447(F) 28=-1274(F)29=-869(F) 30=-1274(F) 31=-1274(F) 32=-869(F) 33=-1331(F) 34=-1331(F) 35=-869(F) 36=-1218(F) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-20, 7-10=-20, 1-16=-145(B=-125) 14-16=-185(B=-125), 10-14=-145(B=-125) Concentrated Loads (lb) Vert: 18=-1469(F) 16=-505(F) 13=-505(F) 11=-569(F) 24=-590(F=-537) 25=-600(F=-537)26=-638(F=-537) 27=-1214(F)28=-983(F)29=-479(F)30=-983(F) 31=-983(F) 32=-479(F)33=-1048(F) 34=-1048(F) 35=-479(F)36=-914(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 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=AO, 4-7=-31, 7-10=-39, 1-16=-95(B=-75), 14-16=-125(B=-75),10-14=-95(B=-75) Horz: 1-4=-10, 7-10=11 Concentrated Loads (lb) Vert: 18=333(F) 24=45 25=41 26=47 27=164(F) 28=177(F)29=182(F)30=182(F)31=182(F) 32=182(F) 33=182(F) 34=182(F) 35=182(F) 36=182(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 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: 14=-39, 4-7=-31, 7-10=40, 1-16=-95(B=-75), 14-16=-125(B=-75), 10-14=-95(B=-75) Horz: 1-4=-11, 7-10=10 Concentrated Loads (lb) Vert: 18=333(F) 24=45 25=41 26=47 27=164(F) 28=177(F) 29=182(F) 30=182(F) 31=182(F) 32=182(F) 33=182(F) 34=182(F) 35=182(F) 36=182(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 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=-31, 4-7=-43, 7-10=43, 1-16=-95(B=-75), 14-16=-125(B=-75), 10-14=-95(B=-75) Horz: 1-4=-19, 7-10=7 Concentrated Loads (lb) Vert: 18=333(F) 24=45 25=41 26=47 27=164(F) 28=177(F) 29=182(F) 30=182(F) 31=182(F) 32=182(F) 33=182(F) 34=182(F) 35=182(F) 36=182(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 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: 14=43, 4-7=-43, 7-10=-31, 1-16=-95(B=-75), 14-16=-125(B=-75), 10-14=-95(B=-75) Horz: 1-4 =-7. 7-10=19 Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:38 2018 Page 2 ID: Sn Vy7CbHjYiMw4lj 1 ZFNRfyx8cZ-Xu7zKSoCkihclPbjg5gKbMamJGOV8MeH9waJ50zHcF V Standard Concentrated Loads (Ib) Vert: 18=333(F) 24=45 25=41 26=47 27=164(F) 28=177(F)29=182(F)30=182(F)31=182(F) 32=182(F) 33=182(F) 34=182(F) 35=182(F) 36=182(F) 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-50, 4-7=-50, 7-10=-20, 1-16=-145(B=-125),14-16=-175(B=-125), 10-14=-145(B=-125) Concentrated Loads (lb) Vert: 18=-2091(F) 16=-406(F) 13=-406(F) 11=-462(F) 24=-563(F=-432)25=-581(F=-432) 26=-645(F=-432) 27=-1447(F) 28=-1274(F) 29=-869(F) 30=-1274(F) 31=-1274(F) 32=-869(F) 33=- 1331 (F) 34=- 1331 (F) 35=-869(F) 36=- 1 218(F) 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=-20, 4-7=-50, 7-10=-50, 1-16=-145(B=-125), 14-16=-175(8=-125), 10-14=-145(8=-125) Concentrated Loads (lb) Vert:18=-2091(F) 16=406(F) 13=-406(F) 11=-462(F) 24=-563(F=-432) 25=-581(F=432) 26=-645(F=432) 27=-1447(F) 28=-1274(F) 29=-869(F) 30=-1274(F) 31=-1274(F) 32=-869(F) 33=-1331(F) 34=-1331(F) 35=-869(F) 36=-1218(F) F•.uy 1kl 4."#!"... r.,&104 It. a5 iC,tt1'; GEM, ltlMiMlilli IHn.IrRt hup yrlhNnt Meal aln alas t ey;k y.hnq;100'wlk AAatl taNO:.If. tAneal4x'aM r ne NMer: Me,.Ix aMNxhe f00. ar n, t aa:a yr ntl xe;Nhl nx lJPhN dd. i:r x D sp,.gaH l N.lM ,aglx±; h A—l"'.p m alrn :e NM MNnurM xlut'Iy mla:lan,s M lnv, ain.z"al. Iy:IN oo IOp h.q.Ml le ktga nunN'•n lrNnt aMa:.. snhhMr Anthony T. Tprnk, III, P.E J d1u I;..S a•IalNyishe ,lx.iMlH lILO .H tk O.ar, a:.x Nlla+l •. ae tHilyP 1 -.xa ld Mlt[.hl U: In lHxl.yylNl ae lltl lIgr all hr !OOMar hellr dnl:ntt Il4r la4 y.s+rya nmll.ha MhHu aL al ha eslx Yrd 30083 haF # aJesy+! mCa^u+n 1.-s aasa1k10014Mpw e:ndlrlalx NIk1.461(.P, nlSO! h'.e n 'A NHtk .'fn'd IU0,,nHlhaYpexnant— 1a la0a;fa esla.th:I'swAl" e1,1e'!C.upH I:Is')"f-or-*hr.ssaxlrn.H.aest 4452 St. Lucie Blvd. rlw.lu ldhNl s.W MlNrN ey.n.nhyydl yn+tsn 1. 1le first ves pl.ymullt lAt Wwnt en pa,xl r., Snart E.Nxu d. at anl!!!1 All towvq*a:hlnktaN l:llrl. Fort P.erce, FL 34946 opnirMo1616A-leoalhassesAnthonyl.lambaIII, P.f. RepmduaionoflAxJocunmt.Inanylnlm,nprobknedrrithaNthernneepeminsiaehoaAItoolllauetAnlAonrl.laabolll,P.f. Job Truss — Truss Type my r RYAN HOMES / BISCAYNE BAY WRCBBA CO3 HALF HIP GIRDER 1 1 AO028125 Job Referenced tiponal Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:39 2018 Page i ID:SnVy7CbHjYiMw4lil ZFNRfyx8cZ-?4gLXopgUOpTwZAvEoLZ7a732gPVts_ROaKsdSzHCFU 1-0-0 3-M 7-6-0 12-0-0 13-4-0 1 0 U —L_ .. _ — 3 0 - - --- - — f -- 4 6 0 - ---- 460----- — _ _f ---._' a0 3x4 = 3x6 11 3-0-0 7-6-0 t 3-0-0 4-6-0 Plate Offsets X( ,Y)- LOADING ( 11 psf) SPACING- 2-0-0 CS-1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 8-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.09 8-9 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 7 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation REACTIONS. (lb/size) 7 = 660/0-8-0 (min. 0-1-8) 2 = 616/0-8-0 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 7 = 470(LC 5) 2 = 405(LC 4) Max Grav 7 = 660(LC 1) 2 = 620(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/771, 3-13=-1275/874, 13-14=-1275/874, 4-14=-1275/874, 4-15=-1275/874,15-16=-1275/874. 5-16=-1275/874, 5-7=-589/411 BOT CHORD 2-9=-726/1040, 9-17=-739/1056, 17-18=-739/1056,8-18=-739/1056 WEBS 5-8=-848/1234, 4-8=-299/172 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); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=470, 2=405. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 119 lb up at 3-0-0, 39 lb down and 47 lb up at 5-0-12, 39 lb down and 47 lb up at 7-0-12, and 39 lb down and 47 lb up at 9-0-12, and 38 lb down and 46 lb up at 11-0-12 on top chord, and 51 lb down and 110 lb up at 3-0-0. 21 lb down and 45 lb up at 5-0-12, 21 lb down and 45 lb up at 7-0-12, and 21 lb down and 45 lb up at 9-0-12, and 22 lb down and 45 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 3=-26(F) 9=41(F) 13=-11(F) 14=-11(F) 15=-11(F) 16=-1 1(F) 17=-17(F) 18=-17(F)19=-17(F) 20=-19(F) PLATES GRIP MT20 244/190 Weight: 57 lb FT = 10% Iiauy pau MreyMr tra+tr AI 1G'II'7SifS ,"i[:tfr"s 6f1f1A; IElell d(%MDIIIOYS ('JSiJk x7,!!4lliie3 afMi'Inr. Jt t, burs peaden ed uNwn atu.i.;9e;{.+1!My;rfd;wMAe0rrl lrr l'..ffldaear Ser^Oro't ns Ddn: dk!'v u tmN ee me lOQ. r J INie4:ra<M pf eM 4ed I" ne lMakedA. ke. Dupfyeew :: tu•npr bar .1 drre IDUpudt r a We 9Mpd:nleM raxen nynyaAid if M hvr0lk'uyr.;dpowrere JDD ro rd. Im I..Pe dnp n;earoetNO 4 Monr!. tmdmry Alnthwy T. Tornbo '111, P.E. W da:sf Y.wMlliyitMeAeeuhnmdhe7 tu4witea.NyeacMlaWyDtup•u!4randMd(..ar4:rlMlaal«AemNer:f".I.eypvdM'DDrlmhu edMtn,< Imydrday.:a:y.aMimueMkx3ndNMnyr4brwd a80083 r. mAv3,14e:ee(eaerr.A,' ro,,aexaMJDDIaMpanto!mdr".aIt, k1oyfeaereeiae! nwI(V;pdueextp.4wAaed 'ail—r4 p:.iaDM!t!esJrsa.anr9YinYYtlintAupnJ.n:ki}tiepa 1(n:!WAdeea•awkt, 4451 St. Lucie Blvd. gernu hMNlreaa at ePeN nrawrmyhdltnn mroeN. lie Jus uesei •i(I De ia'Au Srt: .ai.. rs SJnae [mend Alfeya3aN a os ere at WONia!N1. M""' ! p" ya"' N ror[ Perce, rl 34946 oplyt;% 020lfd lfoal outset AmhonPLlomho lJl. P.f. feprodrnion of tfis dommem, in ony form,u prolibited without thevnden permission hom 4 1 foul basses- hothen, 1. lamho 111, P.I. Job Truss Truss Type Qty Ply :YAN HOMES / BISCAYNE BAY ' WRCBBA CJ1 Jack -Open 5 1 A0028126 Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc Fri May 11 10:58:40 2618 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFNRfyxBcZ-TGEj17pTFJxJ Xjl5n Wsognftt:4gJcQaacE3Q9uzHcFT 1-0-0 0-11-11L.....-- 1_0_0 f_----- 0-11-11----- I 2x4 -_ I 0-11-it 0-11-11 I 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 0.09 Vert(LL) 0.00 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 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 = 9/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 5 = 2/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 6(LC 12) 2 = 72(LC 8) 5 = 2(LC 1) Max Grav 3 = 9(LC 1) 2 = 130(LC 1) 5 = 19(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 5. LOAD CASE(S) Standard ae 4 Ikne hwfpM.irn•ne A 130iMVsl itE!-:6Ef Il; 1E1MS t(:CAilift riSi;,M p,1 ,.inC4:tAMEA` lax. if•h htip iefnNa, N/r of arS Ntf;l..m: k:p i rrip;'ffw;w lh lMNr l i.Wij E.OI jod.w too NT WI M. Nlrs W:N114Mnel101 W4 frf Atp'+pNe, NUO EfpNt••.n #f xi MO fNe:WvN#,fNurt do !#.euM#fp ge,yane.ln+^Mie;.ae.M n<:rt1t1 itrNune MOW d#I?t]. :4 inpfr:mN N NipfNimN:. bdnm p. Anthony T. ai, E. N/sedY two,"" I— Wlk lwNne Oe lN.i4ktNh#fl ltl ItC n+N;Nin<N(#h.#: }:dl Mr fe!I leppfadne !DOWfrheli +rlk tm,.a Wplsd:p.^^..:ryhllmNMme#t NA.Nfa •e:lr l-nd a8;1008300A3 nea»swi:hsaa fd tN+mn. 1C Nl. sf. HH. r. rN 100 MI.p. Mrig"-[ M. 4169(."M4.1,ldf+NN VA. pNddM lMMWAnriffnr. pW IrI NhN;ler.INSf nes Mi Nx,sYl,l:v.[nuyx 1. ,, ]esgupNx Nf ln., yANfnu N#,; 44515t. Lucie Blvd. flrwiu hfi+NMe:NeW fpeel4ff ,rrmpll dl i#tft NAiH. IN Ins,Nulf.p Nera el:l ne t>t'I t 7n:i+n,f If., .ns.#:pxm rMr lulWt AII,N'1#td va: n+nidndulirl. Fort Pierce, FL 34946 41 foprrithl(f 1hIdAItoothussesAmhuoyl.lomholl1J.1. tepo6itionofthedommw..n*Ay form, ispmhihiredwilhsoEMewrirceepmmksioshamAItsolLosses-Aolhon.l.lomhollLF.E. j WRCBBA Truss Truss Type Ob RYAN HOMES / BISCAYNE BAY CJ 1 A Jack -Open 8 1Ts Job Referenceoptional) Fort Pierce, FL 34946, design®attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 ID:SnVy7CbHjYiMw41j1 ZFNRfyxBcZ-xSo5yTg50d3A9lKHLDN 1 D?CF 1-0-12 0-10-15 i- 1-0-12 0-10-15 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 TIC 0.21 Vert(LL) -0.00 6 999 360 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 FBC2017ITP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required — 1 cross bracing be installed during truss erection, In accordance with Stabilizer Installation uigde. REACTIONS. lb/size) 6 = 164/0-2-12 (min. 0-1-8) 5 = 4/Mechanical 3 = 30/Mechanical Max Horz 6 = 52(LC 9) Max Uplift 6 = 49(LC 8) 5 = 15(LC 9) 3 = 30(LC 1) Max Grav 6 = 164(LC 1) 5 = 14(LC 10) 3 = 18(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 A0028127 Weight: 6 lb FT = 10% txxp ktax U nih. ,nx+Ik'41 L1{= f18Si15:'iE';Itf ; Hk1A-. ftU1S t f"egilER!9ti;iM k ] ;::[Ittti9iMkAi hs.. eeM lrup p btlxl aN:ed Mn x If; tin: h+{+ bniy;ftt' xf Nt txWl t Ies1t 3i a t. ltlxcae 4ea ae'+:e m 9de+: eM+!u uqN r ne IRa. u I wter:lpF;lal lilt!IW.ke[t111l Ik 11OIak.Yd 1!.7— otupleprn tt. S{mmh tqp ;n, uaxx!llm!glnemswxnpa:t One ll Mtulnd lq:'—pt"'Mo, 1:: mkcpa. t4!.0tln;e.anN x'M oo tYr.4.MI.r kola Mtlxpiuf hN.tj:naaM:. 4aIM!Me Anthony T. TDmbo :I,, P.E. ikT. dtoAnnl Sru!taknli+( eseaaiklmm-r.0+axr. xaumwo. MN gbeula.xMwialI.It" 4; :WslkekeFa1.1N;WIIII.'legta rlI.low.,tW4 Akenu .IxgW+Ili.;tV..napm,mtkxyaelaia.luu:nd r83083 Mta tegk,"a (x_A.++aralkibtaNM(txnu:alelxNluetalMMlkq(exyMSlleRhsax tf.rpk.WMIgWSI(Axt:AxwaaMpaxapk,*I03xslta.pna±xe+reennt'ellt!(49pxl.n..lt.'eg'xnmul,e„u*.m.w!e:s 4451St. LucieBlvd. Ax+tu keieM e(a`.ef'M q ue wu+miq 1. dl larx max.et Iheln;s e;,p:gwx:, e(I Ak Aexal6a;•pn xl (s.x>.gwx xaat aaAq All nxltl IN A:aA xtmedmexllll Fort P'.eece, FL 34946 oppilln 07616 A I toot Imses - AnlAnay I. lombo ill, P.E. leplodanioa of dis domnent. in aey lmn. is pr.Mded .4001 the nine. ptmissiea hom A I too( Lessen Aothonr 1. lombo ill, P.I. I Truss RYAN HOM u WRCBBA CJ 1 P Al Roof Trusses, Jack -Open truss.com 2 I 1 A0028128 fi_ Reference tional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May ID:SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-xSo5yTg50d3A9tKH LDN 1 D? 1-0-0 0-11-11 i o-o _ 0-11-11 i 2x4 -- 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in floc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 6 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 6 999 240 BCLL 0.0 ' I Rep Stress Iner YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi-Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in l accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 9/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 5 = 2/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 6(LC 12) 2 = 72(LC 8) 5 = 2(LC 1) Max Grav 3 = 9(LC 1) 2 = 130(LC 1) 5 = 19(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) w This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 10% Uaq nitu 1-nm!Itmw N% I uv nj,,vV uFr; GoLIAi t8n1 t clfclldli (iST;k k7,1,;e1CPlio;Mln,'Ine.et,Rr but!tglaNen W"40u nits 1,-1,s b—I rili;,,Wne I.A. 1 I",_ I I. fit..,'Ai NY:em WWutgM wu floid N IttIW. u:r M11. pump lTR eel'.b ill tuMlYd ll k,qN. 4; r otgt'to-le -ft,e r—:l ti4..,fpp'IP )Ni uq:tObtl qM PWt51pd lq f!'Iq t!yutN!Poti ttl Wr N N 5wj41ry btak N No ibn Nlt. Wu tkl :M dl4:dr riSMilNr IWw; .a1MlN!,tMNip4 Ar;thnily T. Tortn 117, P.E. W g4fl:r k!n{uHgltNtegxMaledrrI—AwCrnl':MaLNlgeMe'iklwWlnEpeSlrt wh,'WngntIt" .:Nt:Witt blNkAwtnit.MI'kgy! 0k'WWnthel/ InI.Wq/W:q,'l qt..gggntWMu'rtllflNfynsr»»u*d «30083 geFiap+ M(w"oft.,l!Iatnl lop Woo d Munnq&tulnq(.1," Wit! 9 xln tW NNqWit(APaq?4—1 ul.'duiwe6 tl eMein!.et,teattlne5dn?bntRft i:nf lgopn,l,lttier:iepaw Wln.tgitMrt'ru. w.: lN. nx lgilNtdlth aHallPlNg!! l,mnq lr q! Iwt:t:math. e lnsl [x,ge;gltNr is rt l qe Wort ptvpa u i l.c Snt::,gllra q of twl8g Ap tq lq k t:as at n Mxl a In 1. 4451 St. Lucie Blvd. Fort P eice, FL 34C146 foppighl 0 7616 A I Aoal Laues - Anthaup 1.lombo III, P.I. Aeproduofoo of this document, in out larm, is prohibited without the wrineo ptimission hom A-11oof trusses Aathuor i, lolnbo llI 6.1. robTrussTrussType Qty Ply RYAN HOMES / BISCAYNE BAYRCBBA CJ1SCornerJack1 :,1 A0028129 n. Job Referenceoptional)_ Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:42 2018 Page 1 ID: Sn Vy7CbHjYiMw4li 1 ZFNRfyx8cZ-PfMUAprjnx8l n 1 vUvwuGICIfRtW p4K3t4YYXEnzHeFR LOADING (psf) SPACING- 2-0-0 TCLL 20. 0 Plate Grip DOL 1.25 TCDL 10. 0 Lumber DOL 1.25 BCLL 0. 0 ' Rep Stress Incr YES BCDL 10. 0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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 = 38/ 0-8-0 (min.0-1-8) 2 = 21/ Mechanical 3 = 18/ Mechanical Max Horz 1 = 17( LC 12) Max Uplift 1 = 7( LC 12) 2 = 10( LC 12) 3 = 5( LC 12) Max Grav 1 = 38( LC 1) 2 = 21( LC 1) 3 = 18( 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=S.Opsf; h=15ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 0-11- 11 0-11- 11 2x4 0- 11- 11 I 0- 11-II CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0. 01 Vert(LL) -0.00 4 999 360 MT20 244/190 BC 0. 01 Vert(CT) -0.00 4 999 240 WB 0. 00 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 3 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE( S) Standard aeaq flerad ryN.rm+lk II VG.. U.SRS if.IEr Efa;I1;lEWS1(?MJIOCM(Nl d i( 7;I:ticr,E3;mlrlat. Pt:arara*rarad!nr'daNnlnaliil:r! k:phr..,4:TK:rraMio ii lnat:.Et.Iddrar Yn ur'!ru ddu:aMnrrtradu1.'WD0.iwi Wlei;nnro 1"i "—.4 tutor TA 1-04 1!t'r+ri 8uryafrpee.;ft.S(r.'idh ltpnsr';.a!tW wxI IUO!gr!tMiN MZuaudn!pd!tnNd!gMn'alayacdanr h:n!enyndMtxl(!!•+:: Wx NnM NU oN!.!Nd l±l-I. 1k1!+:Ia nlwpiMs.IWag;nlmn!. nadAat Anthony T. Tpmbo ill, P.E. M ed ¢: : h•n!Iadnl it lk ¢NxuNlm d±a ]. .MO.ai:t»aa eN yed r; tlel Nrl Ougn:•.+a. rd ndla l5, br4 Wme 6!dE+N¢q !k rk (r(-I. how ur dne'OAWn heq !dM in:s>Mgbmdq rs p! .rMl!gn seM dM:aw r:Fxt lived r 80083 at aw aq k:dw w(¢ rnn. It rs!.n¢d am 100 we la P-M-4 fatdmn Ore. bdihq(ngnrd SRrn aT m xfa.NnlNar'IdSI(A ne rdarxNM Kral pd¢u!. lllkhn+Aa rgauMmn au 6n.tdLl.n.tknpn t..rx 9u Eafian and lintasdm+N.nst: 4451 St. Luck! Blvd. nn Wa¢ r!r ¢:raaat 9'd qx nhmq 1, 0 rn"—i.d lahr- uqr Equal li ti.tas teWi6nyad dl•r.s.n:ea!gnnruaq araRq tI1cP:Id:tN k•a:drnkhm/n!1(I Fort Peice, FL 34946 ephiRht (1DItA- I Facllwsue Anahonp l.lomho ill, R.E. Repmdr0ioe o(lhis lorunenE.maay form, uprohiheed without the arinea pmmtsioa hem AI RaollrvnasAaA onrLlnmhn RYAN HO WRCBBA CJ1V At Roof Trusses, Fort Pierce, FL Truss Type Corner Jack 4 1 ...... Reference_(9 ionaly com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 1 ID: SnVy7CbHjYiMw4lj 1 ZFN Rfyx8cZ-urwsN9sLYEKuOAUgTePVIQHpi 1-0-0 0-11-11 1-0-0 0-11-71 - -{ LOADING (psf) SPACING- 2-0-0 I CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. lMiTekrecommendsth_aa-t Stab-ilizers--anti require----- d cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 - 0/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 6(LC 12) 2 = 67(LC 8) Max Grav 3 = 8(LC 3) 2 = 130(LC 1) 4 = 10(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 3x4 =_ DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.00 5 >999 360 MT20 244/190 Vert(CT) -0.00 5 >999 240 iHorz(CT) 0.00 2 n/a n/a 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard A0028130 Weight: 5 lb FT = 10% iwxy !Inu Axgel. rnn. h.'tlUf n1!NS5 i[tttri Glib: IttYSd(,.gili#y (7',1;M x I A((1fA'MAINM Mt. yt•Ay Awfowmxxt 4,W Anwtbt'.rs: hif N.430;, melo.ttMy l I— 1. I LMxexe UMn: x(er.,, sdwo, tIW.»Y h7e:WeslxM i,ueMmenoxxadd.As. toxr!tpxxl Su.U.tlpuna;vNAtx(loorpeexsx-oomatlntpxntxmlmif-igieyxuNghanotnfdr—ootq.vex.Mtoo.1,WxiRl.!e.m.rnr.aP-1fto,gm&o.t""", Anthony T. Tombo ill, D.E. W H'VI I'. `. I.Ix.fi.N.;npt.iMln.dpe0m; llt 0.v swn.tYl tt lk tnli tf on •vlk:Mx tl Ae 1t:91A.: fNIN lrexla Ya}•N wIIMI 'k oft'." it M?oo Wtk hill Abt! tt y10.1 b•4:4, mq<; ofid Mxx.}MH lu• t1.,vh d 480083 H.1 ! on:pa la(d`Mar. Aln.'e...r.100,4 ep l.."Mriel r l;l G.xpr.wp..Wmlr..nmx l('f,pl.hYp.IRWsI(Axt.dxer.e'xp-"Hml iplknttrM..nyx,vi:In.lty(annY'bi.n.(Ynpx i..nrle.p:..gaxaf7n.sMaMtnxx..eas. 4451 St. Jude Blvd. fnrµe/rinNlla.xl ex yreN w.n.+mgh ill pnn xnxrN. tm ins, +;.a.yixx s!(I'he Wyoy or..yen,xl S,.*•a ia,nm eory t+dly AllulWi,4k.•elx. Asto.M.lp 1. oporirht .rJ f610 A-1 Raof.roues A.IAa.y 1. lom6o III. P.E. Repmrlo0ioo of this iommtnt, in o.y form, is pohihittil wilhm the .titre. permission ham A4 Roof Imses - A.thony l.lomho Ill, 1. Fort ?ler e, FL 34046 TCJ3 russ _ _ Truss Type Qty — Ply_.._.....__. RYAN HOMES / BISCAYNE BAY WRCBBA Jack -Open 5 1 A0028131 Job Reference o tional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:43 2018 Page 1 a ID:SnVy7CbHjYiMw4ljl ZFNRfyx8cZ-urwsN9sLYEKuOAUgTePVIQHprHrppnJOJC14mDzHcFQ 1-0-0 2-11-11 2x4 v 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizersand required cross bracing be installed during truss erection, m accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 60(LC 8) Max Grav 3 - 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 2. LOAD CASE(S) Standard t' r.nq R„upN,ydy mpw ne'4 I Vuliniaiit'tff; UI;lk INS USIN. O ; 4MCh;EPopIW I., Wdf kup I—o",.4u.ltMn. I., Ns, Aa.iylff&'; ndM itMtrl l,slo a, lE.IdRrRe AN!st :•e nt Ude,: alrnu :tpN NIk IBR. Nor IRleiar; m lap Nh N,IN kI Rr IBBu k.dN. 1:t a, Be,gt (apRa tN.rph'rpx a rdNmy lDD'eNe,MtxRc,Nar,dM pdet,furd,yt.-of utyamddd,i MRsp 0. Rt AI4 If Anthony T. Tornho ill, P.F. W , uds,l , 3: ,,y MlUq itlk tp, km. dlkJ tu. nt O.N,', apb fk apderk lwlMy De„yN wtu:xandn, IP:. aaS NI tle IRd @naRy ,R Na rx_I. le Rt dl ':Bn W.., hot 11. Ott, 1.- w:,RN FnI,q cA^ye.I mll,hxWk w{ 0N".,Iwaae: d 1 $0083 Mttaat itsyec'WfM MR A! !N.x RtlnB xu NeNMut:Mpddxt411 Rl iR!Ry(tRy9NR GhM1 Nut 'IIIN/114MkIyWl1(4Rt.•dgen E'R pxrd N:NR Ir Ion.: e,yN,a.mtR.s Ran rt.rt,. N:u :, w.at R:N.:; V151 St. Lucie Blvd. 1cmulrlgNha: tatpt ap,H rpa anq 1. dl pR,ts,e.dul. Ik lRu G,p EgiNx 1:1(:Ifit tatlpy k::pnx yRs .yspa EgiNx day kdLy Ulipdp.rN p R, wt a, lehMui/11. Fort Pierce, FL 34946 appilhlo2016A I koall'usstt- A@IAoay 1. lamb@ III. VI. AhrhontlAomboill•R.I. Job Truss — TrussType Qtv _Ply RYAN HOMES / BISCAYNE BAY WRCBBA CJ3A Jack -Open 8 1 A0028132 Job Reference oplionalL r r`wr r ........ a rrcwc, r o•e7•av, uesryn otudruuss.t:om nun: a. i zu s uec i -E zu i i P nnr a. i zu s uec 'i i zut / MI I ek Inoustnes, Inc. Fn May 11 10:58:44 2018 Page 1 ID: SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-M 1 UEaVtzJYSlOK2sOLwkgdgwjhARYE4AXs 1 d IgzHCF P 1-0-12 2-10-15F 1-0-12 .._.--i — _..._..._.._........__. 2-10-15 .....— - 1 3x3 11 LOADING (psf) I SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 10.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stablllzers 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. 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 R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) r This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 2--10-1 2-10-1 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 4-5 >999 360 MT20 244/190 Vert(CT) -0.01 4-5 >999 240 Horz(CT) -0.01 3 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard Weight: 12 lb FT = 10% irexpphr:e!1xryN. rnurlh'+I I1C ll.7i'S:'iICLI', 6fklll lEUiS t(:1Gi1(AF r'IS1tM Skl.i.11;#,i@;NEA'Mefear srtyrinrnxa:Nreed erles xlMi l^n: 7e}•An:y tCf;w MAdlp,l lurk M1'..I fldxrar il•r k4 l nr 7Ner:dMntr tMaexhe l6@. wr UI ;rxrsr put M k e M de )01 x d 1. 1; r : A p epxn r x rnr Ce>txt+ L d x x! I60 .rNnex; x xrtmma d xe! d :xM ryrx ap mpxulnM a M ksp ;. he way i , OM=tu/ x M lhd x! >ix iil 41 :.p xxtpast Ireltp exemx:. cgldM'e N edh.rin t Ixl4yislkelxhin!dlkhu 4C•xr;edarcele de: Hetrh a AnthoryT. Tombo!I1, P.E. uh p pee ah:xnddwlt.ie3ix/q he!Ifag;rkwefRlleggr Alk'hbWx.Nll edhenst.rr4ynmAy..a..yr hlldi. WkrrnlkYq:kre:pxta hd « 80083 Mtnpap 9xgrd lwCx>ra. llixxs,r.x.she tld xl nr Ned a: ae prhlne NIx Inl4y lxpe en itlery ldrnx NU': plltkl or l NSI[A e'dx mteMMmP itiJ aIt ly xtfe etMntlnn xs xn.sCh.l.•t.Mupx.f tt k:rirpxry xf tort YnMrt:n.ni:, 4451 St. Lucie Blvd.efe..ih/dnxke:rf M yhN rphrrmyhdl pedm xrauel. lot wuprfyxx+tACi ce tx/ap bet:pux,xlr,kaea Egxn oat xll4q in lgA 5te1 k'as xt et klaNnlPll. FUrt Pff[e, FL 34946 opnithl$1161dA Ifool busses- Amhorytlombelll,P.l. Pepoduaion of M1 docume04in not lore, is prohibiledwinccul the nines permission hom A I tool busses Arlhonr 1. Combo lit, P.I. Job -- -muss rn,ss Type Qty Pw RYAN HOMES / BISCAYNE BAY WRCBBA CJ3S Jack -Open 1 1 s Job Reference opttonal)__ Al Roof Trusses, Fort Pierce, FL 34946, design coal truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 1121117 MiTek Industries, Inc Fri May 11 ID:SnVy7CbHjYiMw4lj 1 ZFNRfyxBcZ-gE2cortb4saceUd3a3SzNrN985% 2_11_11 2-11-11 2x4- 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 999 360 TCDL 10.0 Lumber DOL 1.25 SC 0.12 Vert(CT) 0.01 3-6 999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 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 u9ide. REACTIONS. (lb/size) 1 = 116/Mechanical 2 = 75/Mechanical 3 = 42/Mechanical Max Horz 1 = 53(LC 12) Max Uplift 1 = 22(LC 12) 2 = 45(LC 12) 3 = 1(LC 12) Max Grav 1 = 116(LC 1) 2 = 75(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 AO028133 Weight: 9 lb FT = 10% E No Potu MralF/.In++Ia li Ex- TIMIS'Utl l U01, WS d('XIIICe1 fill-M x l Ecit(R;ib.x(P Me. NdladeYupPemelm taiW x1., 1.- N-4 rrG;wne iNlarl Iwet 1. P 1. idNeae Uri. rm 00"i ak+nl 1014.At ibp. an 10teR:umMlx Pnat tlFNaNix4txlNa MI. tst Ins bnip!roan :Span, JMN., btdan100 qn Mt N WW'dw pdnslNM egste.lgl>ywuNMt4lN NtgeddesNlert»lefdtlaMibb xl*. N/N in.l keysmsNtPnHs. wtaP;aNax:.tmxAn Anthony 1. Tcrho 11, D.E. a 80083mlnedM1!Ir Oar lNl/uS It IN a-pt Nm.dtte0 t1e 0+w'; tamntN NeA t:'IN INd,q OeupN.nae NI Idlle xL .L•f:Wme lNd lNdx IN ml tttl. 'le gytn dlk'OD tNmhtll dlk .nit. IWgemltiq. tn'gf nlldm ae NNn;IW.Nme "e1PNUYla.d d+lxd:q bts a w(emma•. L .t. a++Ik 100 I've ntt.1 plWntt dsM pdNq(.P.. tam l»nan t(if,pdt4dMrl N%w Ne'dNxlNM pmu pAwe. 1P:l khmt Ot nPem+.-mt xa Misr oil] n.benpn Iw;)ny+upaN AfnstYMt^e N.max 4451 St. Lucie Blvd. iax+iu ldlNok afel:M tpM qan+rmghdl p;m e.NlrA ik In s,+sw EgneN:seC.l;xr>r:q 3esgSN.Nin.tSn'ze igaeNrsr adAq FII.q idaN Nan: NrNktaNxiN1. tort oetcP, FL 34946 toppighl 01016 A I tool 6esses Antboey 1. lembe III. P.I. tepmhmee of 011 i-01W. 11 toy lots, 6 ptob,bded w4cat Mt Nllilee ptrmiuioe hom A -I tool Itosses Aothoor 1. lombn III, P.E. Job Truss WRCBBA CJW Truss Corner Jack city Ply RYAN HOMES / BISCAYNE BAY A , A0028134 Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 17 10:58:45 2018 Page 1 ID: SnVy7CbHiyiMw4lj 12FNRfyx8c2-gE2cortb4saceUd3a3SzNrN9GbW6HhpJm WnBr6zHcFO 1-0 0 2-11-11I-- 1-0-0 3x4 ._ I LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. l MI — — l Tek recommends that Stabilizers and required — cross bracing be installed during truss erection, in accordance with Stabilizer Installation _guide.__ REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 57(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% iuxq Nef:t tlxfyN. rr.xxik'A•iJC Ili S,S:'if;lfi j6EAEU; I;rNSd(;AGilCoi (IliJxl StTl d,PAiiiFIiYINP Ix F.IuUl Mop prtagm.4 ndldrfa W l;a:)III-N p?IV;Wk Arppfl ixaf,ll. idx`tt14M. irNt'r esf Ud1f:gM w.r lma.* 100 art 1x1 a Prf 1d 4 ar/ lx Mf IAO tf k q / L, t t 0e I if¢ax! Sx tll, lf¢ax; + N nt 1pp rip ent a xaxna d ik ¢dltuad ep:fa q lgaulUnr `t M It }. d Me ta¢ I kr'oN w M IAD air fyx iry.l .k ln!p nf.apw k1n wgna;. 'akin! xd ,f gwf''n Oat tx!Aq""I } liov q N N. Ux Oxai'; 1fuw el 1pd f ik tutl fe Ue •pu.•Rt:apN dik lE ae S: lk Mixd l'nN:n}:1k nl l%1 'p p¢f. qik bb IN a•hN dqe uus. alrf}p AM tq n,p gsWkha rl Muq fat ane.es}au/.lxq ArilhDny T. Tombo 'I a.F. M}. kii }lt,a lk GMr'fAl 21!a ua':+Hipp xdMpanna nl ydgm qnf NAggtrx}xuu Slap hi•py a}(A pN tklM rl al SNl q!'gvandW pa Rp IW. Rialasttni}MflNuf llQ lbMtf'kla!Gtupx lint Jlt:p `!}ax ai nn Y WF.:...x w'.tfi z30083 tie+na /tlnkho 11rm k.anl xlmf I, d! p } . y ty, r p 4451 St. Lucia Blvd. 1pt i rxinf iagal. rfe lai e p,pani;clClYeinNl Sec, xf.xlt,s cia: fat f'a aUB FU ia.lkk:x:ata Nalll 1. oprfitbl 0 l6IA A I tool liufsts Anthony 1. lonbo Ill. PH. teproduaioo of this Jolonem, in oay inn, if prohibited lrithcn the vrineo ptlmisfioo lionAIRool6eua- Anihooyl. lonbo ill, P.J. Fort?erce, Fl- 34946 vp b v RYAN HOMES / BISCAYNE BAYiJobTrussTrussTeQPI j WRCBBA CJ5 Jack -Open 2 1 A0028135 Job Reference joptionall_ Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:46 2018 Page ID:SnVy7CbHjYiMw4lj1ZFNRtyx8cZ-IQc?BuDr9iTFeCF8mzCw2vGwVop083T?AWkNYzHcF 2x4 =--- 4 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. 1 OEFL, in loc) I/deB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) 0.05 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 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. _ J REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Herz 2 = 103(LC 12) Max Uplift 3 = 78(LC 12) 2 = 66(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard 0 lrnmq Nwst llorrgdrtw"M tk 4li,C. NdSi!1"i 111r,,&MI! INKS It(,VIAIIW1 I3S111 x11`.l;(A(t;!'rixEA"Ins le•Ar kup prndn, wl real site; wentt e! 1.ae )!rny ilte'"fr:tl wtl TeWhlf. id"xxe lkn!ki't a•,e ddu:Nk'+•IN ,Mtlwlk 1p6. wr tales cww;m laa W:.k u1 Itt M IAOkk•dd.l l,txs eedp!spwt e,Sw:dn [rpw iuMaw,IDPw.1m,uxnMsaNM pdwnwN gaet•k tywtAtlmsn k,.pdM taple t•t!; Wilk w Mlr4 wp. wkr 1p 1. kkupx "n wly twmm: MWIM An*hony T. Tombo Al, P.E. d WV, kwrW*.!,tk,uW"Mmdtk]»tr.l4('•raiteay.rNlpdr:deM NgpeuperatkMddiaM(.Me:Cw/welttYlaflgWwdMl lepl rdik'Oerdr hrN edhtnx Id"Wtq,.,V MlwwwlNnsgANku<•1!W04i 0 s90083 net+da; 9n pr d(nawr ll.wat u!wkceMlOp tNhpxher.>a pdeA do klkq t"y MSdeq kY nw 7(U; pd akaM r'trw it(1 •t d xa4 pin,: plot: ll Iktws t, nla, ea ntt ws C.,.,ra. l:t,:dupe. ln: k,}u ilprn Wln;,Ywlrt'n tt. wa'' 4451 St. Lucie Blvd. loxnulduN hewlwly.d rwl"n dghdllr:n iwk,H. Ik lrr,4r„p.+txwr„t;, ae lxlo 30; I. SnkaE lwrdwr iMk 41 ,>yad.w s+w: nt et rd eelnllrl. Fort Pierce, FL '+4946 oppiphi0261dAIRoollmsm Anikonrl.lomboill1f. Reprodu0iocofthi,document. in am form, ispro4iArledwiMcnnhewtineopermiuionhootA-I Rooflrmes-Aothonr1.lomdoill,I]. Job Type - — - PjY RYAN HOMES / BISCAYNE BAY ' WRCBBA rTrussi-------- Truss JSA 16tYJack -Open 8 1 A0028136 Job Reference -(optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:47 2018 Page 1 ID SnVy7CbHjYiMw41j1ZFNRfyxBcZ-mc9NDXvscTgKtonRiUURSGSLbu6SIblcDgGly_zHcFM 1-0-12 4-10-15 F-"1 0-12 - - - 4-10-15 4X6 4-10-15 t 4-10-15 Plate LOADING (psf) SPACING- 2-0-0 CSI DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.75 Vert(LL) 0.06 4-5 973 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0,49 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES i WEB0.00 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 I Matrix -MR Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 5 = 270/0-2-12 (min.0-1-8) 3 = 125/Mechanical 4 = 53/Mechanical Max Horz 5 = 127(LC 12) Max Uplift 5 = 56(LC 12) 3 = 111(LC 12) Max Grav 5 = 270(LC 1) 3 = 125(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=-229/317 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 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 3=111. LOAD CASE(S) Standard twap $1n Meµ--ne*f Il3G[]4e5:S'iLIEj% 6n:tl,!EN1S e('aGU4aS (aSl d d l,t:elCY.i}'sd17,1., a -.a( huppe.dwa w e'Amh mo rmr l:.e k: q, N—IJrd!'; rN na lel-tl lx.W lq If lelaaae !lee nere n, Uder:eMrrne ndNeete lOd. ate Kifii—ve,u'l litu ae L.1%. ow INN. a+deC N he" ee ea, !epm U deer: h+r am eeye t. to n'aNwM W.u4..4. IN 'eeae'danuapan Oeap,eann:.'clam, Anthony T. Tornbo Al, P.E. ad eudval h ttwNaFnM speuhlmdM) n..Mr' s e+»RNepae lklnp heeym•. aae atend Wl lK.M Y: al he lord lnNaq ek eW Rli -how.,e dln'hA WenhN eel te'nx mplarat z 80083 NeA+Nag Oee} era 4+n,wt: tl sd,acankloe.A aepane:alpddat Imataahp(eaduenlden N9•amto x.r pN aa,n In tod'Al M::d eaW'w j—peteue IV IN.z to e,p+a8:.:nee a a hus a to l:m, etu,. ,1.r fepxa ae I—aakeron.•:rss elrrw ldaNhs:ed m epeN nwn map Mdlp maedtH. tie lna Ges p.pnen 1, :ae tdNaR Ou:pm,ul e.s Src s lyaeu Ear aadtp UlrmWtd a:ea: wt or 7etallolN 1. 4451 ercSt. , I L 3494Fort >erce, FL 34aa6 opyeighl es 7016 A I toot Nast, Anthep l.lomba lll: P.f. Reproduction of this doceneed, in any form, is prohibited without the rune peimessm hen AI Roof lrmsei - Aathooy l.lam6o III, P.f. Job Trs WRCBBA jC;5'V Al Roof Trusses, Fort Pierce, FL 34946, Truss Type Ply I RYAN HOMES / BI Corner Jack 4 1 Job Reference Rpaltruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiT, ID:SnVy7CbHjYiMw41j1 ZFNRfyx8cZ-mc9 1-0-0 . 1 4-11-11 1-0-0 4-11-11 4x4 A0028137 Inc. Fri May 11 10:58:47 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.05 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 4-7 994 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 i Matnx-MP I Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f 10fek recommends that Stabilizers and required I cross bracing be installed during truss erection, in i accordance with Stabilizer Installation g_ulde. REACTIONS. (lb/size) 3 = 127/1VIechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 6411VIechanical Max Horz 2 = 103(LC 12) Max Uplift 3 = 79(LC 12) 2 = 63(LC 12) Max Gray 3 = 127(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard exxq Ilaa nxara.,nn. n, ; n u nnsn'st,ltr, 6fAin: rtnts a t-.eaucn ru l:m mn tarta[a;xtu' a... rxa, our wt®xx: w W txn a r., u.,, o ,:>,x.,q;rl; w n, amrt r l,ra;.., t I.lxntnr u. n-r,,, axn: xee.n axN a n, too. r r wlei:aa:ni rn?!•:n4:ke;elMnei7hnM.xM1e:et,n; Dexplgwt•.,e.Spt;unr Etptnx;. ne udaar thR trnmsrxnaa:exW rxeuxM tgxt iq rytnnilntnne hs::r'tt+u eln:sey,nNane lOP axe. riw tKl.:kt+,:pa eutnpa:.:wwy;arna:.fxnNb Anthony T. Tornho 111, P.E. wnexN,f n:relnNati,n irniNmdM7rw ai,txa• AtQ nNyaxulwMlUp6nir.. n wtrtxWl .ne i at klxxen:Ynt N tNIxJ legx n xta DRMmMII xn nsc hagoxl 4 sy nllmrrtN ex ai .ya t:hA : 30083 tnetwx+tie:.were uax,r.waMlotWN11W.,alr,Wnn9W4nay[uemxLryto- "trlrNIm.Him rellUnerd ,sap ayox:v-lar:y:n aonnaea++.,rHr: r.rx n: t,Paxxn.e,aw.wn, xre,: 445: St. Lucie Blvd. tie:.iu INitNNa:M:rl tpxoett nvrmq 1!x rxasroNW. Mtoss 6en'.gnex eltne k+rly 6tvrn xI ..svea:q_xat MALq xt a'NaNixw, xtnMwny,l i-ort P'erce, FL 34946 opylghl $s 2016 A I Roof hisses Aalhany I. lobe III, P.I. Repmdudion of Ois lomment, in aoy lolm, i, prohbiled without tht nines FNIA'Woo hom A I Roof ltouel - Aothony I. lomho 111, P.I. Job Truss Truss Type - Qb Piy RYAN HOMES / BISCAYNE BAY ' WRCBBA D02 Common 1 1 A0028138 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:48 2018 Page 1-0-0 I D: Sn Vy7CbHjYiMw41j 1 ZFNRfyxBcZ-EpjlOtwU N nyBVyMeFB?g?T?XAIOvU2YISU?rRRzHcF 10-8-0i- 1-0-0 - E - ---_. - 54-0 5-4-00-- --- ---- —-- — - - _ _ — -{ 5-4-0 3x4 - Dead Load Defl. = 114 in 3 5.00)12 3x6 3x6 = 1----.. - 5-4-0._._- f -- 10-8-0 5-4-0 Plate Offsets (X Y)-_ 12 0-0-2,0-0-0), L3 0-2-O,Edgej, [4 0-0 2 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.22 7-10 >578 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.49 7-10 >262 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 35 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BCHORD 2x4 SP No.2 5) Refer to girder(s) for truss to truss connections. BRACING- 6) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc joint(s) 4 except Qt=lb) 2=125. pudins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. LOAD CASE(S) a recommends that Stabilizers and required Standard 111 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 4 = 424/Mechanical 2 = 489/0-8-0 (min. 0-1-8) Max Horz 2 = 50(LC 16) Max Uplift 4 = - 99(LC 13) 2 =- 125(LC 12) Max Grav 4 = 424(LC 1) 2 = 489(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-556/471, 3-4=-555/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) a 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. q ar !'IGir M ape RAa'4-k 1l lg5S1 -':,i IMt [kl A GYt C` Y.'W 11 lr'M.BSk fi' Ithpi#wE+rR„1E/a1/ w kA ':r,f pr epklnry,OQ Wne ley:. twdk1 w*mi NrN IAM JM le?E Madill ljhW k t."llit tall ca kw ae M, nl kd F 11 M p gwer,.:: *:.m 5ll n wit ys...4:rp ux, rpmrxbe Fill— lqm +S. 1pgx!/.i,n lu 1, It,*d al cart ., kwatIII #r. INArll ~:rl!. ru I", yaehan alfal,wllt :..rtgwe ry dm,+ ilk (..'R.q'Aq IR[a ro'ndr. '.RR.p xs'f niW Nql xr tkl y 3t7Ar a lit ;pEf WN'1.CWVA140 M:Va9:W.1 Ml lgpragl d Ax liPnl el414 d M t.,.!" u"lur aaer a!agxM kag4Niil MA.pAagI0 Anthony T. iombo IN, P.E. All,a l , ..MWN rn 1p$ dac rq!yayxsur,Mq ewr y. AF ryl11 a wrp«araw rn a.,arrly,ugrllaa awl :.<:. ey 1r.,kwMr=r, „ = 80083 lrtad 1. I tiillsvt. -.p Ll.:(a.p Ed— 00IIra/ar orl,pa.R ,, t,IrR.rraAr ri y1. x. e.lpnr,d m.+, Wr E, irh„E rtr; 44SI St. Lucie Blvd. epmillf 701E A I Roof 11—t4 AnrhEAy I, IGpho III. P.i. RRp: GdgitiOG GI IAIf IGIgiREGr. i6 GAr IGIy. a p1GAihlh! a+lAGul IhR agtlEA PEtNi411on Im. A I Roof b-'s Wholly 1. 1GAIhq III: P.I. Folt t'lelce, Ft 34916 1 Job WRCBBA TrussTruss D03 Type Hip Girder Qty 1 Ply 1 RYAN HOMES / BISCAYNE BAY A0028139 Job ReferenceLptional)_ Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1- 0-0 Run: 8.U0 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:49 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-i?H7eCw6844265xgpvWvXhXpGipbDUavh81O_tzHct-K 2- 8-0 4-0-0 3x4 3x4 4- 0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 6-10 999 360 TCOL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.06 6-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ,. REACTIONS. ( lb/size) 5 = 607/Mechanical 2 = 673/0-8-0 (min. 0-1-8) Max Horz 2 = 41(LC 12) Max Uplift 5 = 156(LC 9) 2 = 183(LC 8) Max Grav 5 = 607(LC 1) 2 = 673(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1193/302, 3-14=-1088/290, 14- 15=-1088/290, 4-15=-1088/290, 4- 5=-1192/299 BOTCHORD 2- 7=-245/1074, 7-16=-240/1088, 16- 17=-240/1088, 6-17=-240/1088, 5- 6=-243/1074 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 5=156, 2=183. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 92 lb up at 4-0-0, 53 lb down and 70 lb up at 5-0-12, and 53 lb down and 70 lb up at 5-7-4, and 86 lb down and 92 lb up at 6-8-0 on top chord, and 56 lb down at 4-0-0, 31 lb down at 5-0-12, and 31 lb down at 5-7-4, and 56 lb down at 6-8-0 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, 3-4=-60, 4-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 3=-58(F) 4=-58(F) 7=-56(F) 6=-56(F) 14=-39(F) 15=- 39(F) 16=-31(F) 17=-31(F) PLATES GRIP MT20 244/190 Weight: 39 lb FT = 10% Nn p Ynte M1cewpM:er».M A:t-:)F tltSEc^SF..M..KA.t1i4;Mti[:iWO:.k NS(P)IuM;YU .I': tiC Jllil06Yi11-'a®. Aad. Rs M4 :W WMnnlbc'.t: AtiW ka p 1U0.:Mli trtka, 1. 1-10, lt. iMere!Anl lAae eu. 0eu•:c.tran,e wlNN4e ipg. al. Mi: N:axcb albs skAk nNWat' hk.gN. is 1 k-pin. *fwny laps p tl •s 164 r,tw,. asp—ftt rNrs:oi'M—n espesit:h MM W4. 0 at p kleM a, lti W. We. i1t tad NF esirepe+: poly aMaes. i Anthony T. Tornbr II:, P.E. W sedm:l tbsHSvNyI.Ea 1,1M'kN!d4ff ht `M1MWiNMtanaH+@y1t.:ys.xpt:aPR0M11'.MR agTt. dNfda! pkW Nt tb?H.NdL1?4xtw I IE 1 dM(ns .HNsWIy sbregt. " .4W"'WH4, A tetp! MB BOt18 ra1 NalWapaM isw. AM a txt 'a t[@Wroe•-„ Wrywy. v4rMkq'.qutn 4Mh Mnae.s Ott pk iblt FWSt(A ,efst N' ne«N prw.IM.I IAwslb,t.la.,kl;naf/mndlk?•<uls.yw.-><s .4:q!puw. M.rnslMrpr'xr„reees 44S1 St. L'u:i£ PIA.N1N.; ie Matlh lCraGRl tprrl pain ,qks: plasa.PN '.knn. W,q..tpere. s li.: Kt kNar Desgx n.S!faa lrg Mndx!1«ibµLI yWI,N p'aat It ldasla:R 1. fort r•IMre, Ft 34'l46 apytigAt s: 1pl6 AJ gaol lruA mRrtihaeyLlenba ill. P.E. feptodr:iiea of Chit AommmLla oat lo m,npiohiEBrd adpounAe wntltn peimnsiuo Lom AI ioollmnes Aalhony LlomOo ill.. P.E. RYAN HOMES / BISCAYNE BAY WRCBBA E01 Hip Girder 2 1 A0028140JJobReferenceotionalAl Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc Fri May 11 10:58:50 2018 Page I D: SnVy7CbHjYiMw4li 1 ZFNRfyxBcZ-ABrVrYxkvOCvkFWONc 184u4oV65kyuN92woUyWJzHcI f 1-0-12- _ 3-9-0- _1 3 2 4 15-Q 0 --- — - 5-0-0 -i-- 3- 2-4- —-- 3-9 D8 --f1A 12 A — I —A — - A 10 in 19 402 II 3x4 :_:: 5x8 - 3x4 - 402 11 1- 411-11-4 16-11-4 23-10.4 1-4 5-0-0 5-0-0 6-11-4 0:0- 8-7 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl L/d TCLL 20. 0 Plate Grip DOL 1.25 TIC 0.96 Vert(LL) 0.14 12-13 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.28 12-13 999 240 BC LL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.10 10 n/a n/a BC DL 10.0 Code FBC2017fTP12014 Matrix -MS 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 2400F 1.8E 2-0-0. Right 2x8 SP 2400F 1.8E 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. BOTCHORD Rigid ceiling directly applied or 8-8-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in j .accordance with Stabilizer Installation guide. _ REACTIONS. (lb/ size) 2 = 1908/ 0-2-12 (min. 0-2-4) 10 = 1908/ 0-2-12 (min. 0-2-4) Max Horz 2 = 78( LC 25) Max Uplift 2 = 564( LC 8) 10 = 564( LC 9) Max Grav 2 = 1908( LC 1) 10 = 1908( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 266/386,3-4=-2798/846, 4-5=- 2907/858, 5-23=-3182/859, 23-24=- 3182/859, 6-24=-3182/859, 6-25=- 3182/859, 25-26=-3182/859, 7-26=- 3182/859, 7-8=-2907/858, 8-9=- 2798/847, 9-10=-266/386 BOT CHORD 2-14=- 700/2308,14-27=-711/2613, 27-28=- 711 /2613, 13-28=-711 /2613, 13-29=- 662/2613, 29-30=-662/2613, 12-30=- 662/2613, 10-12=-629/2308 WEBS 5- 14=- 83/379, 5-13=-1601785, WEBS 5- 14=- 83/379, 5-13=-1601785, 6-13=- 657/255, 7-13=-160/785, 7-12=- 83/379, 4-14=-218/475, 8-12=- 218/475 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=25f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2, 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 10=564. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 lb down and 202 lb up at 6-11-4, 118 lb down and 62 lb up at 9-0-0. 118 lb down and 62 lb up at 11-0-0, 118 lb down and 62 lb up at 12-10-8, and 118 lb down and 62 lb up at 14-10-8, and 238 lb down and 202 Ib up at 16-11-4 on top chord, and 341 lb down and 199 lb up at 6-11-4, 85 lb down at 9-0-0, 85 lb down at 11-0- 0, 85 lb down at 12-10-8, and 85 lb down at 14-10- 8, and 341 lb down and 199 lb up at 16-10-8 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 PLATES GRIP MT20 244/ 190 Weight: 137 lb FT = 10% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 5=-60, 5-7=-60, 7-11=-60, 15-19=-20 Concentrated Loads ( lb) Vert: 5=- 191(B) 7=-191(B) 14=-341(B) 12=-341(B) 23=-118( B)24=-118(B)25=-118(B)26=-118(6) 27=-60( B) 28=-60(B) 29=-60(B) 30=-60(B) 11-4 list'URIN...... A lk 111Jc MIAT'it :tfl-; 6(I;Gi `EtkS t(.rg11CIN rgtijk k I:.Aeii;ii',klt lxr le:A,kup}awNrt, eN nsi«!rt «+at i r:, h:g Hnq(I[C «e tM lMasil ilrk 4::.tf.ldeexe k«.:ra rere Od:s. nu nkN «IM Too Wler :«arlx lKt W'« .N I«ae Ilan«edd. t o a r rw Ie «.nn}DTNer u«d««f Too W k,«xnp«:e N IN ro-welyx I'mpn4din at le }: elkwp Nis kpnN«Ik IDh Nh.+Ikt 1^i le A,.R nrwpi« l«N} Nan«:.,mwMe Anthony T. Tombo ;li, P.E. RA,. to 4 «, I.I- i<I« nl«INlm dt«l ax.M CxNi:ad«. ,N apa n: IN MiM1q Dnq«• a'ar :xnn dla k:. Ae S: Ilk Wx b.%ag :Ne«:rk1 'kyY a d1«'hh eN «. MI/ Ndn nrc. vl le}IN ir{,x.gt lMld «e Nea}ad. NlV, spw knd 1 atakx AI, w(N nN. I:1«xt tt. «:xnx 1W W I PI a 1« r"< i" rR -n• 1 Tun sLude I q« peele.m IN« NkepniM lo. mSdenlzfam« k I pNt«a«InN4ftm:de xeaM d Ire iKl«:in:te espe,i?f'+,«lMnd'41:n:Iku h, xu «a.n„w+dxo-: «ieu 4451 St. 0083 Blvd. e4n. xl khM lr o.«I'M apeN a«an vrmyh dl lar.:es lmmea Ih lr.u«,p.y+elr:slrl Se lalH:yhs:lw..xt+.s. sea eglaeel a'«r a+dlq Ailly.td rN y:x; ae mlehdNlltl. Fort P'.erce, FL 34946 op}riRAl 116I6AIRoolLassesAnknitlomheill, 1 RepmdutliaaofAndoroment,inany lor.,isProhitilled.11hoarthe ."DenpermissionhomA-IReo111usse Anthonr1.lomholll,P.[. i Job 1 WRCBBA EO2 Hip 2 1 4 Job Refen Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 ID: SnVy7CbHiYiMw41j 1 ZFNRfyx8cZ-fC 1-0-12 8-114 14-114 4x6 4 4x6 5 OMES / BISCAYNE BAY II a 302 11 1.5x4 11 3x4 1.5x4 11 3x 12 11 8-11-4 A-11-A LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.50 11-14 570 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.61 11-14 472 240 BCLL 0.0 Rep Stress Incr YES WB OA3 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 1.8E 1-6-0. Right 2x8 SP 2400F 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-0 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 = 1019/0-2-12 (min. 0-1-8) 7 = 1019/0-2-12 (min. 0-1-8) Max Horz 2 = -97(LC 10) Max Uplift 2 =-275(LC 12) 7 =-275(LC 13) Max Grav 2 = 1062(LC 2) 7 = 1062(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/195, 3-4=-1457/897, 4-5=-1216/931, 5-6=-1457/897, 6-7=-682/195 BOT CHORD 2-20=-553/1208,11-20=-553/1208, 10-11=-552/1216,9-10=-552/1216, 9-21=-553/1208, 7-21=-553/1208 WEBS 4-11=0/341, 5-9=0/341 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) 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, 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=275, 7=275. LOAD CASE(S) Standard AOO28141 10:58:51 2018 Page i ghMGC8SEV2mzHcFl 1 Dead Load Dell. = 118 in PLATES GRIP MT20 2441190 Weight: 102 Ib FT = 10% 4 N."Umltl.n.n.Ne i113[ U:iir3i'Wtlr'0%.tmt(ie011YM.n195M x17,A't!ICAti75d(A"Ixr.yerar.1% Oaf k-:Pkr«iyil(4'w{otArtNay11~T rt.Ill.-LMN-.1 !I0111!0 t'a4w.60Dh.my Wleh.aM'M rM W.bn1{M 11e 13(INNetld, t t rn]hngt llpMC If Sce'nnr lr}Nx;.A1{Id II ny IPA!tNtIWtMN(eN@Kltllk pdHlfYtl l NYNy rNtllvlllar Y. tM IN¢;dlN 4apN1 :{tln!{NM(hh ph. MelNI Nmnpr nlropN IIe14p:Ndnmf 5tndla:. Anthony T. Tombo ill, P.E. d.kdk;itttWxr MNxl :tM<ymJNlmdRe7.ma,me0.axteab.Na1W,:!N lM4q hngra sta xNndtx R(.. 4e U: !N lk lua MJagN mS (kl. SMgp :dW1%.WahW OMirnc IroaFaY rsry nrKntlwdka W N!Nnywvll:!.tl 80083 Mlwiap 9n pe W(od<lM.I.r•at'nK. aIk ID[Mlp yratarr ttl pNdandnemlMry(utvm Wxldeamrra:xU {WirM{nfNW(1(I at+d 'M pm!r. Tdtx: RlkSms fe nNttA3Ttt s^{{atsdll:.r+a!;iprr :r!rksgaigraa Ml tnv Yatdaaa. was5 aAenu ldiaNhe(nrat apeN a»axnmq It dl t!nys mdrN. IN In t,.<4WyMlll.t{Ct ae teiw7 k.hnnxlrss.nm. Eynw tar>a(Ay 1l .s k(rN±e-.. xrnkrdumI. 4451 St. Lucie Blvd. Fort ?!erce, FL 34946 foprriphtm1016 A -I tool Lasses- An0!0ayi. Imrmo Ill, P.I. Aepmdaaiooal thn doramenl.!naey loan, is plohihaed rAQUI the .'nneo pamwon hom A 160 lrlsses AalhonyLloa!ho III, P.I. Job Truss Truss Ty—pe _ oty Ply RYAN HOMES / BISCAYNE BAY WRCBBA E03 Hip 2 1A0028142 Job Reference o tional _ , At Hoot I russes, Fort Fierce, FL 34946, designaa al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:51 2018 Page 1 I D: Sn Vy7CbHjYiMw4lj 1 ZFNRfyx8cZ-fOPt2uyMgiKmM PSCxJZNd6dOzW M WhLkCBSE V 2mzHcFl 12- 11-4 t- U6-1-13 t0- 114 1-11 t781223-10.8 4-11 t 11rfrt 13 4-9-8 1-0- 7-0-4-9-7 6-1-12 -0-1 01 4x12 li 11-11- 4 tt_11 4x4 = 40 --_ 13 n 4x6 -= 3x4 - 3x4 4x12 II 23-10- 8 10-11- 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.22 13-16 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.43 13-16 660 240 BCLL 0. 0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.07 9 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 1.8E 1-6-0, Right 2x8 SP 2400F 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1 A oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MITek recommends that Stabilizers and require Icross bracing be installed during truss erection, in 1. accordance with Stabilizer Installation guide_ - REACTIONS. (lb/ size) 2 = 1019/ 0-2-12 (min.0-1-8) 9 = 1019/ 0-2-12 (min.0-1-8) Max Horz 2 = 116( LC 10) Max Uplift 2 = 292( LC 12) 9 = 292( LC 13) Max Grav 2 = 1019( LC 1) 9 = 1019( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 634/0, 3-4=-1356/1030, 4-5=- 1103/868, 5-6=-932/860, 6-7=- 1103/868. 7-8=-1356/ 1030, 8-9=- 634/0 BOT CHORD 2-13=- 724/1135, 12-13=-404/932, 11 - 1 2=-404/932, 9-11=-727/1135 WEBS 5- 13=- 1 70/301, 4-13=-303/406, 7-11 =- 303/406, 6-11 =- 170/301 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=S.Opsf; h=25ft; Cat. ll; Exp C; End., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 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) 2, 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=292, 9=292. LOAD CASE( S) Standard Dead Load Deft. = 118 in PLATES GRIP MT20 244/ 190 Weight: 123 lb FT = 10% xrxy Hn: e ll,r,yMy rnuw IN"I100a,A,f N11frt 0411 I4df 1('IC/IICA1(9t10x Nil; .11(111D:;dfA'Iux. in A, k;Ip lw,9insWua4'A" ro Ni I - ) .r.).-y;I10`No IN Lflur 1. hMk. 4!, t i. Id— 4n•w.I n, Ddn:,dv.", 404 U it, IW, oe•r drliZ„nin 11 M- k.,1 t" A, no 1, INdt l:,. sD•,y, Toni S.:Ws! lop —;;Mud a, IDDrp Mnwuur;,dno0.i,ulnd'"illl IN 111(< d Ik,lp, r., Nt.14. 4, VW W,.,4,, l+sl k utt:mpne Iwy.xOwx..a III!" An'hony i. I or,ho i l;, a.[. W dlus l'nS nDell/nt;t lk s/n.iklmdlkQ'.1w.IkQ.ul,tawl±dpliniktwN,IDe,ga..alSt(uRNdILIH 1,U;a1111,td1tif,:tlt Nl l 1. 'h y8t, dtk ?DD at n f N/ edlle. n,. w.idiq Y.a1'y. w.q tl,polN plknn Mkt&.ty,n ./d:I•,1 M t..al Jn.g ,n ferxv a::aa.ulW.t lk iW,tllr„al.,: atpmxsNnt wuyc,wK.msn,I{l a nca«uu NNurekl§,y,uAae:dunrela pnlN P,ila.ulr.l rein; is nn"I•inn rt nx„r1-t n.hu I,tk: z80083 g4515t. Lucie Blvd. e1<•nu/dI„ tke:td•,d,peN.t,envmly h,D prx,ma,N. ik lnu hup,'.yw,Il ACTkt lrJal Dr.:pw..x 1. .S,saw it@o,a dar allAy Fll:a/#:I±E'e,ms xt ml,MeluiN 1. Fort P!.erce, FL 34446 opt1i16t ®1AI6 AI Eaof Gnues Anllo,It 1. lombu ill. P.(. teproduttion of Ibis domneN, in art fora, is prohibited without Mt writttn ptrmistion hoe AI trot Inner IJob Truss Truss Type CRY Ply IRYAN HOMES / BISCAYNE BAY WRCBBA E04 Common g 1 A0028143 s Job Reference o tionalLam_ %_ --- --- --- .. At Roof Trusses, Fort Pierce, FL 34946, design@altn/ss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:52 2018 Page a ID: SnV y7CbHIYiMw41j 1 ZFN Rfyx8cZ-7azGGEz_R?SczZgPU 14c9J9BzvnSQkOLN6z2aCzHcFI 7-6-14 11-114 16-3-10--------_..---23-10_8 __._.- 1-0-13404-6 + 4-4-6 7-6-14 4x4 = Dead Load DeB. = 1/8 in I1 4x12 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ffP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 1-6-0, Right 2x8 SP 240OF 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1019/0-2-12 (min. 0-1-8) 8 = 1019/0-2-12 (min. 0-1-8) Max Horz 2 = 125(LC 10) Max Uplift 2 = 299(LC 12) 8 = 299(LC 13) Max Grav 2 = 1019(LC 1) 8 = 1019(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-626/0, 3-4=-1328/1002, 4-5=-1055/873, 5-6=-1055/873, 6-7=-1328/1002, 7-8=-626/0 BOT CHORD 2-10=-680/1102, 8-10=-681/1102 WEBS 5-10=-537/654, 6-10=-338/469, 4-10=-338/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 11-11-4 11-11-4 341L lu 5x8 == 402 U. f G1 CSI. DEFL. in (loc) I/defl L/d I PLATES GRIP TC 0.71 Vert(LL) 0.2010-17 999 360 MT20 244/190 BC 0.63 Vert(CT) 0.4110-13 697 240 WB 0.46 Horz(CT) 0.04 8 n/a n/a Matrix -MS I Weight: 116 lb FT = 10% 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=299, 8=299. LOAD CASE(S) Standard mexp netsra.repd.,nx+xe ii1)[. IlyiisS('VilfY; 6fA;LS:!EtleSt(. N011!Ca1(1i':a W1Y,l;f ICY!dvxENr lxR. i,:6,ktOW.wdxs.d dx!rtacnt:nilnlrltenplttLxdr-A-Uii ixaa:,yt.td--tka'*r , ,! Udai.Ile+:u and wile lOP. aq wkk txeeyxaq:;atl:xce1MM13@U a.dd. t: r'ns Bnryal.yae rt.<.x:npi tapax;.mudns.l66«yn:eptaxnpxednr ndesnatl aeaa•hp reyxvhlar h•Ix ingedpew tntt ttnnela MtW Mr. alx in i. 'k ln:y. nnalnw. hMaq:alaa:.vmaAn Anthony T. TCnybi ill, P.E. d aednnl Nrn Wfinl it ke ax ik!mdM7 M4sas»ctf yed. ,k MNiy Renpa-whi hndMlx. ai4 al Htl,d6 N.ss at ad lot.l. lep<n dke'.hOWrn hill dat mt wdMp laLwtcapr..ntMNrha ae kx l,al'a a. .ya bl:hd 80083 Ia RuNwp 9ts Ya actxa If ar.,e a aM iOp M[ nit a6lyddnttdne Wikq(a,p.amidm kb .nat[fl.dtla>ir>I.d tlllnt:dx xa 7r p.xdp.emt lnlana;lr nantl:.:htt ae ann.'n,1..s: Drxpn.l.nsks,p!.pnx aJ,n., rlMr?.: x. airi; 44515t. Lucie Blvd. ryrnne ldiM lratwx!opeH pren hnp l.diry,.x inu,d. Ix imt k,p ipxtx,4I!ktw:oap rutq+x. ui x.45h.,..ynmrwr adAp wurNrt Wt•.at xea7d+Nxln' Fort Pierce. FL 34946 oplTlphIC'?0l6A-IRoof1sn1Ses Whoayl.lombolll.r.t. Replodooioa of l6n documen6ina1y torn, is p6i61ted without the w,itleo pemssw hom A I Roof Imses Aathenr 1. fam6o ill, r[. Job Truss —Truss Type Qty Ply RYAN HOMES / BISCAYNE BAY WRCBBA F11 G11 1 FLAT GIRDER 1 2 JIJob Reference (optional At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 ID: MjgioDyfp9 W 1 H8_io3tkvgynt5O-bmXeTazcBJaTbjEb2kbriXiNt4t 1-9-14 3 4-0 5-9-0 7-3-2 9-1-0 I-- - —— - L--- --....--- - 1-9-141-6-2 2-5-0 1-6-2 1-9-14 3 II-- 200— 14_ 35011..__ Sx4...11-—._...._._._1 3x10= 5 T1 Wt W2 W2 W3 W3 W2 f+ 131 A .- 4 15 9 16 6 17 3x8 d' 3x8 = 10 Sx6 = 2- t1-4 - 5-9-0 9- 2-114 +- 2912 _-}- A- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.06 8 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.11 8-9 >965 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except' W1: 2x6 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 3471/0- 7-4 (min. 0-1-8) 7 - 5186/0- 4-0 (min. 0-2-2) Max Horz 10 = - 35(LC 6) Max Uplift 10 =- 301(LC 4) 7 =-307(LC 5) Max Grav 10 = 3471(LC 1) 7 = 5186(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 10=-693/ 181, 1-11=-439/25, 2-11=-439/ 25, 2-12=-6992/391, 3-12=-6992/ 391, 3-13=-6992/391, 4-13=-6992/ 391, 4-5=-69921391, 5-6=-819/ 35, 6-7=-283141 BOT CHORD 10- 14=-251/ 3973, 14-15=-251/3973, 9-15=-251/ 3973, 9-16=-391/6992, 8-16=-391/ 6992, 8-17=-452/5603, 17-18=-452/ 5603, 7-18=452/5603 WEBS 3-9=- 655/ 78, 4-8=-389/64, 2-10=-4100/ 267, 2-9=-172/3553, 5-8=0/ 1635, 5-7=-5550/484 NOTES- 1) 2- ply truss to be connected together with 10d 0.131"xW) 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: 2x6 - 2 rows staggered at 0- 5-0 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=301, 7=307. 8) Load case( s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 139 lb up at 0-2-12, 143 lb down and 28 lb up at 1-0-0, 137 lb down and 19 lb up at 3-0-0, and 210 lb down and 25 lb up at 5-0-0, and 1825 lb down and 276 lb up at 7-0-0 on top chord, and 668 lb down at 1-0- 0, 668 lb down at 3-0-0, 668 lb down at 5-0-0, and 668 lb down at 7-0-0, and 1637 lb down at 8-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3x3 11 6 W2 W1 18 7 5x6 - A0028144 i3 2018 Page 1 Vcmjc7ezHcFG PLATES GRIP MT20 244/190 Weight: 96 lb FT = 10% LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1. 00 Uniform Loads (plf) Vert: 1-6=- 170(F=-110), 7-10=-20 Concentrated Loads (lb) Vert: 1=-396 5=-1825 11=-143 12=-137 13=-210 14=-668(B) 15=-668(B) 16=-668(B) 17=-668(B) 18=-1637(B) Ya•.xp lkr Ilargei, r.M'A 117C fi.,S;4{'iEil(r't 9111k.. RIMS A 01,4111A I J,IJM k1l, rticai stfiir Iaa.It:Ar Aapp aam Ml nsl axet alxt I'-)I..p 1-141C. W M Aft f1.1.4t..1t.W.,uM'N'1 l r!t. Udets ak..", aaN. A, 100 ih qle •n ^Ar I•a# #It. M .,e/ hi M IJP I k ra,l. 4; e k Ht 1piei SM III/:IrIMn, i! tl1111 it IPO'pftSMt ff atf 1la! M IM p x bW epsee•np mrauNl#r' M Nt d M ep< 1. I.WeM ff MIUO xl...da ICI k p nsmrrvr IMa1 elamM:. smtNl!1 MI.Maa:t t.t i mtalnp t!k ltlM. Mlm d;k o.#a.Ma.aleN#s MgeM. Mt«Ina res anl;Mnrnlu x: a,a x; Iq l al # WaS I!F I. ! aM aM:oo M{x. ku :lYM'nst. a.!!k rw An?hony T. 80083 ;li, P.E. Mk,f"'-.41— ftw":.rad : 80083 M NMjOM}MM(tf.•W.ii'r ttn pu#M1L'WMryti#lti/p/aa dMinla llagMlR Llth hYnaro.Mro.Nspt.tsafmli aereWAalSW lnaY pdfat ir`1M1Mitn-tqh N. 9lt led h5nK1e1. 4:9rnMel lltks Eyixa it lMtY Ma.'ea. Mats 4451 St. Lucie Blvd. lfx.w Idnetha :M•on yreel xn ro nmq h tl! rain iMdtri ne Imt i a.p Ma , 4:! k taly Des:per.. 1 ..s Sn..r: cgnla x i! lnliq {n rq.t ad x a; a!>r lel.#el ro RI I. Fort Pierce, FL 34946 oprlirks'511816AIio#lhuesesA# IAo#pLlomA#III:D.E. R#pmdunianoflkitdo<unenl.ina#rlmm,ispmRi6iledwitp#utthearineopermitsioahomAItoolGmutAelM1#nrt.temlolll,p.[. Job -- Truss -- - Truss Type ab PN RYAN HOMES / BISCAYNE BAY CBBA FG2 ROOF TRUSS 1 A0028145 Job Reference (optional) j At Roof Trusses, Fort Pieiie,FC34946,design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:53 2018 Page 1 ID: SnVy7CbHjYiMw4lj 12FNRfyx8cZ-bmXeTazcBJaTbjEb2kbriXiOiJ6G97RVcmjc7ezHcFG 2-7-10 4-11-8 7-3-6 9-11-0 t - — 2-7-10 2-3_14 -- - --- 23-14 - I - - 2_7-10 i Dead Load Defl. = 1116 in 4xb = 4x6 :._:: 2-7-8 4-11-8 7-3-8 9-11-0 I ---- - 2-7-8 ---- F— 2-4-0 --2-4_0 - Plate Offsets(X.,Y}- I6:Eddg_e 2-01,,.17 0 1-12 0-2-8), f9:0-4-120-2-8] _____ LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 0.58 TCDL 10.0 Lumber DOL 1.00 BC 0.66 BCLL 0.0 Rep Stress Incr NO WB 0.73 BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP M 30 "Except` W1: 2x6 SP No.2, W3: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 5644/0-6-8 (min. 0-2-5) 6 = 428910-3-0 (min. 0-1-12) Max Horz 10 = 35(LC 6) Max Uplift 10 = 325(LC 4) 6 = 167(LC 5) Max Grav 10 = 5644(LC 1) 6 = 4289(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-4160/307, 1-2=-8243/346, 2-11=-8243/346, 3-11=-8243/346, 3-12=-8452/396, 4-12=-8452/396, 4-13=-8452/396, 5-13=-8452/396, 5-6=-3584/143 BOT CHORD 10-14=-20/888, 9-14=-20/888, 9- 1 5=-549/12019, 8-15=-549/12019, 8-16=-549/12019, 7-16=-549/12019, 6-7=-52/987 WEBS 1-9=-355f7893, 2- 9=- 1315/106, 3-9=-4072/224, 3- 8=0/1313, 3-7=-3847/166, 4- 7=-1451/143, 5-7=-369/8011 Continued on page 2 NOTES- DEFL. in (loc) I/ de' Ud PLATES GRIP Vert(LL) -0.10 8 > 999 360 MT20 244/190 Vert(CT) -0.18 8 > 637 240 Horz(CT) 0.02 6 n/a n/a Weight: 111 lb FT = 10% 1) 2-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front ( F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=325, 6=167. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12. 13. 14, 15. 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 956 lb down and 292 lb up at 0-2-12, 956 lb down and 292 lb up at 2-4- 12, 956 lb down and 292 lb up at 4-4-12, and 956 lb down and 292 lb up at 64-12, and 956 lb down and 292 lb up at 8-3-4 on top chord, and 615 lb down at 0-2-12, 685 lb down at 1-9-12, 685 lb down at 3-9-12, and 685 lb down at 5-9-12, and 685 lb down at 7-5-12 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 (plf) Vert: 1- 5=-170, 6- 10=-20 Concentrated Loads (lb) Vert: 10=- 615(F) 1=- 956 2=-956 7=-685(F) 11=-956 12=-956 13=-956 14=- 685(F) 15=-685(F) 16=-685(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (ptf) Vert: 1- 5=-160, 6- 10=-20 Concentrated Loads (lb) Vert: 10=- 500(F) 1=- 836 2=-836 7=-557(F) 11=-836 12=-836 13=-836 14=- 557(F) 15=-557(F) 16=-557(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1- 5=-130, 6- 10=40 Concentrated Loads (lb) Vert: 10=- 249(F) 1=- 712 2=-712 7=-281(F) 11=-712 12=-712 13=-712 14=- 281(F) 15=-281(F) 16=-281(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1- 5=-77, 6- 10=-10 Horz: 1-10=19 Concentrated Loads (lb) Vert: 1= 262 2=262 11=262 12=262 13=262 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (ptf) Vert: 1- 5=-77, 6- 10=-10 Horz: 1-10=-27 Concentrated Loads (lb) Vert: 1= 262 2=262 11=262 12=262 13=262 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1- 5=-105, 6- 10=-20 Horz: 1-10=37 Concentrated Loads (lb) Vert: 1= 292 2=292 11=292 12=292 13=292 iwxq KHII tgyIl Ir II UC:IIP;SFS:'iEtlfCS 6Ft;t1.,. IENISt('3r111::M1(3SI JM NTI,i.UY,[D:xEe Ma.WOW Mxpp—on,W,eNWntlbrl:n)I,),tnq;llfWrk1Afl InnY..If lAxnat Yn..1",ptln:r—.. Jndtlet TEN tlq .. artti:xtxM a'tw W' wcoh,et IN1,xed.l!`ins Deupltgtee ll .p;wnr in—:!. tlxtlr.IDD q,esWctlxne eamp&""lgwee•xf u,ltluklnl Mnvp et n+,w141. 6*aawk IDptlh Mx UPI .4 N,{+nstan:x htl:gZtlfmtl:. txhldn' An'biny T. Tombo ;I,P. E. W ntNc,! ,th tl+kllhP i, nt lltivxlMeM7.w,. tk Oww,w=s.:Ntlexc he MNwf Dn,p, +"+nxn Alk M:. 1, !4: n11Ye lx#/.xlat Nt w;fr4l tqp ,wAM'Bp lMx heq Ahe :nu bxy loWle}tl qt ,pMMN wlx Sly: k.k !npt a':hA z 80083 I.... ' MlwiMy 3141M`Mn(eGM: L11t.A..lMalll lDD ltl,tl pHlrtl: i7 ptW .4N111 Gtleq (MpMW i/In hlm G;I; pNnWAlnnl lNlx!•dv uM 11a,Y.pJwl It' IWWI .a.e,Itlta:r.nnW*s"041.2,.*q. l.n+hvrF.F—W l,y, twAxxx,t tfx u ltfxtl l{a;wat° aptN tltl enmghtll ixfet etx,et Ile lna 4.q.iq,tlx:,a(I he 4aJ;tl tn:px,nl•.:s tr as :+pxwfrt l.elq N ranhlaw T.•xs xtnktxl°In . 4451 FL Blvd. Fort Piercerc e,, FL 349E6 apni9hICH16AIR06111essns- AndonyLlomholll.P.I. RepmlanionoflAisRoeunentmaglorn,isprohiDile4wilpoolthewuneepermmieahanAIRoeflmneS AnlhnnrLlnnholll,P.(. Job Truss Trltss Type - -- - - Qry PIY RYAN HOMES / BISCAYNE BAY WRCBBA FG2 ROOF TRUSS 1 A0028145 Job Reference (optional)__ Al Root Trusses, Fort Pierce, FL 34946, designLaltruss.com LOAD CASE(S) Standard 7) Dead + 0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-105, 6-10=-20 Horz: 1-10=-9 Concentrated Loads (lb) Vert: 1=292 2=292 11=292 12=292 13=292 8) Dead +0.6 MWFRS Wind (Pos. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-77, 6-10=-10 Horz: 1-10=11 Concentrated Loads (lb) Vert: 1=262 2=262 11=262 12=262 13=262 9) Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel. Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-77, 6-10=-10 Horz: 1-10=-23 Concentrated Loads (lb) Vert: 1=262 2=262 11=262 12=262 13=262 10) Dead + 0.6 MWFRS Wind (Pos. Intemal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-77, 6-10=-10 Horz: 1-10=11 Concentrated Loads (lb) Vert: 1=262 2=262 11=262 12=262 13=262 11) Dead + 0.6 MWFRS Wind (Pos. Intemal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-77, 6-10=-10 Horz: 1-10=-23 Concentrated Loads (lb) Vert: 1=262 2=262 11=262 12=262 13=262 12) Dead + 0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-105, 6-10=-20 Horz: 1-10=29 Concentrated Loads (lb) Vert: 1=292 2=292 11=292 12=292 13=292 13) Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-105, 6-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=292 2=292 11=292 12=292 13=292 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-130, 6-10=-20 Concentrated Loads (lb) Vert: 10=-153(F) 1=-476 2=-476 7=-172(F) 11=476 12=476 13=-476 14=-172(F) 15=-172(F)16=-172(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-141, 6-10=-20 Horz: 1-10=28 Concentrated Loads (lb) Vert:1=162 2=162 11=162 12=162 13=162 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-141, 6-10=-20 Horz: 1-10=-7 Concentrated Loads (lb) Vert: 1=162 2=162 11=162 12=162 13=162 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:53 2018 Page 2 1 D: SnVy7CbHjYiMw41j 1 ZFN Rfyx8cZ-bmXeTazcBJaTbjEb2kbriXiOiJ6G97RVcmjc7ezHcFG Standard Vert: 1-5=-141, 6-10=-20 Horz: 1-10=22 Concentrated Loads (lb) Vert: 1=162 2=162 11=162 12=162 13=162 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-141, 6-10=-20 Horz: 1-10=4 Concentrated Loads (lb) Vert:1=162 2=162 11=162 12=162 13=162 11xu4-rinuHxegN.n,x.111*41130 rllss(''S(;Lf1 i GM' a, FRAS A('"Irks(d91M 9t7,1 1M[wi3unaN, I., I'd, hup raeoetn: ad nd.9" M tat lass D. p N-4XV erck Lke! I luee-t. r(. W... Ui.! svee are Us,ak'r,u oast o ge In .1' nx pee ei'. se ter lxklaht kedd. 4:e sD sp epwx ie N:Nne tlpNN nll tln le of rOD rlpe:MsnxitAa!e Mtk i dlslxetl eq'. fe'Iq rt,/x5d11n1Y Ile/!ode rpel lgid ee nelW ulr WxIP.I. ;M Ns:p xsenpees M6ap 1ptlonl.smdA!q frith rlp T. Tomb80083 it , P.E. W eu el qu l sl .ln,tq lskn,awvblrt.pxe0! M•wisoes. td epM elk Meng Des Va'r;xalbnxAn!tt:.%!J;a/N!Ixxlnyxq,!h wl lebl. le gxee tl lm DO eel! MII s a.bO AMs. q lad".tq. grq!_1sMlmw wd Mx+l sNl:4P. nyvWf. ,A : 30083 kWtal a< slne w(rrx+x tlwas.ra.-:MIDn Ane aralxes ad pd!I nsxk aakq c!gat!n 4deh p?+nen pSP reN sM: ee lM al Wlxe Auea!a 5!px!x pA! u,t rer; a: esp.,,:lmes!N rxs.s ek l:rs. k;g!x I.n: k,p nprx aet hn,rMxa x aas, 4451 St. Lucie Blvd. eae,xu ldiW lre.aren gnd.wxanngh dtrn±vs •exist. ru S ss'anp:gxns lef(M FaM O!upee.xl e,..staa !cpxu star xdlq dlllm #ad a:ss aenlAMelxlirl. Fort Perce, FL 34946 oprtiwllM da 1016 A I Root husin Amiliny 1. fomho lll, p.f. Rep,edoaioe of this domneni' m uey loan. is prohibited without the e!ineo pe!missw hem A-111W Itnim lnlhonrL lonlo lll, p.f. WRCBBA Al Roof Trusses, R 0 I)-8 Truss Truss Type Qty Ply RYAN HOMES / BISCAYNE BAY FI-01 Fioor Supported Gable 1 1 A0028146 Job Reference (o tPTonal)_ _ A, FL 34946, design Qa attruss.com Run 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:54 2018 Page 1 ID:SnVy7CbHjYiMw4lj 1 ZFN Rfyx8cZ-3z50hw_FydiKDtpncS64EkFhHjceulYegQS9(4zHcFF 0-I)-8 3x3 - 3x6 FP-- 30 ::-: 3x3 — Y a A 5 A 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 jM 0 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x3 = 3x6 FP" 3x3 3x3 Plate Offsets (X y)—_ [1 Ewe 0-0-121, j41 0_.1_8,0 0-1211_1 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 FBC2017frPI2014 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 23-11-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24. 23, 22 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (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 CSI. TC 0.08 BC 0.01 WB 0.03 Matrix-S 11-4 11-4 DEFL. in (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 21 n/a n/a PLATES GRIP MT20 244/190 Weight: 110 Ib FT = 10%F, 10%E rvwq Mxi«flnwgW!t,r«M i t;-1f':IUSS(4 <. ...0 it.tl, till, t- JQ' JMf :r'M N.lt t;rtpM ED'MtitT'!vs. ind, kthe p',x«MSMiM tWtMNtt:;rv,Dow o-4 W d uOno,r lexd,IA. t;. I"— M4fe*—, OW+f R`!n+1t vtb MM178. ,u. W'•el t,eet:b. iMes lbe l« Aee b, ik tt k ..d, All itvs. detw:epeu l.. +N. i npn''. x« teN x m, l:$,tyt:teti m xtrylwx Y M Flit' ,tY w «era9 rtfl+P:n iw at Nnp J a, uglt `r.:s igKiN x de l'm3 W. Mt±'M.:.:e ks p ntnl ':,,e;. faepuYni kn[honq T. Tombc III, P.E. M,:edxt:; bo 1.-J a:;m rw: en. t- w.tt, M1n'ageNn+M w.trry enpr.us. rs«rrM n(. S.K .e to dfnNw ,at w:n: rnwcNate s, eN lk t,.;t wy.,MN»t.W+l, ...s<MMenp cawaw nrM,M«a :80083 o t.Mnt l4up, M en,w. All - ,l ! -%?NM9 P'x MpdN ditk%eq *Vu. O: klv n `Sr pa.4A M. W1 wt,An 11.1-1Mw, Rol dAmtf+«tnN,n,J:h«MMn: el'4, I.,t:.t::pa n. Ge:gt Egxee M'mr xmdx'+n akt` 4451 St. Lune PWv eNt e:u kfn«ehe.MV,;l pinl,µe••„y it i:tN,n gvP«f. k"n, &Tip frya,r 6i:: n, tulN,t btspe« a in. S,slee (tPMntl M!kdPq A: rgod'.a/k=••a«n tthMxifi F( NI('I'ff., R 341W) s bta'.2016Aitoolbasses Aatboo I. Tombo111,N. to loll.cl-oflbisdm—l.ieeo lolm:<. toAibltedwdwlbe-Heo emhslaetramAItoolImm Ambon I.IaxiboIII, P.1zh . pY9YPtPPY Job Truss Truss Type WRCBBA FL02 ROOF TRUSS Al Roof Trusses, Fort Pierce, FL 34946. design(d)altruss.com 0- 1-8 H I- --I I ... RYAN HOMES 5 A0028147 Job Reference o tional 8. 120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 15:53:37 2018 Page 1 I D: SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-pt3wyL_AbiaK9M8J?I1spQj7Prrd?Y?IQ 12SMnfzHXwy 1- 3-0 t-11-0 1. 5x4 II x8 --= 3x3 11 400 __ 3x8 MT20HS FP= 1.5x4 11 3x3 = 3x4 0 2 3 4 5 6 7 8 9 T1 o 2— z 23 e22 21 20 19 18 17 16 3x3 = 4x10 5x10 _ 3x6 FP=_ 5x6 0-- 8 Dead Load Dell. = 1/16 in 1. Sx4 II 1. 5x4 II 1.5x4 = 10 1t 12 0 W4 22s Iv 0 1514 13 5x8 2- 3-4 23-11-4 2- 3-4 - 21-8-0 Plate Offsets (X,Y)-- [1:Edge,O 1-8], [9:0-1-S,Edge], [11:0 2-8,Edge], [15:0-4-O,Edgej [16:0-3-0,0-0-0], [18:0-3-0,Edge], [20:04-12 Edge], [22:0-3-12,Edge], [24:0-1-8,0-1-8], 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 FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' T1: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 'Except' W4: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 20-22. REACTIONS. ( lb/size) 22 - 3428/0-6-14 (min. 0-1-12) 13 = 993/0-3-8 (min. 0-1-8) Max Uplift 13 =- 366(LC 9) Max Grav 22 = 3428(LC 1) 13 = 993(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=0/3184, 2-3=0/3188, 3-4=-150612814, 4- 5=-1506/2814, 5-6=-1506/2814, 6- 7=-3726/3185, 7-8=-3726/3185, 8- 9=-3916/2867, 9-10=-3197/2013, 10- 11=-3197/2013 BOT CHORD 21- 22=-2318/0, 20-21=-2295/0, 19- 20=-3156/2920,18-19=-3156/2920, 17- 18=-2867/3916, 16-17=-2867/3916, 15- 16=-2867/3916,14-15=-1138/1870, 13- 14=-1162/1896 WEBS 2- 22=-286/132,11-13=-2081/1276, 11- 15=-933/1426, 10-15=-251/116, 9- 15=-784/931, 3-22=-2841/848, 3- 20=-544/2318, 4-20=-252/129, 6- 20=-1549/375, 6-18=-31/883, 8- 18=-414/0, 8-17=0/287, 1-22=-3700/0 CSI. i DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.84 Vert(LL) 0.3917-18 659 360 MT20 244/190 BC 0.75 I Vert(CT) 0.4417-18 584 240 1 MT20HS 187/143 WB 0.92 Horz(CT) 0.05 13 n/a n/a I Matrix- S L Weight: 139 lb FT = 10%F, 10%E WEBS 2- 22=-286/132,11-13=-2081/1276, Standard 11- 15=-933/1426,10-15=-251/116, Vert: 1=-1835(F) 9- 15=-784/931, 3-22=-2841/848, 3- 20=-544/2318, 4-20=-252/129, 6- 20=-1549/375, 6-18=-31/883, 8- 18=-414/0, 8-17=0/287, 1-22=-3700/0 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x6 MT20 unless otherwise indicated. 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 = 5. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 13. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1835 lb down at 0-3-0 on top 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=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 13-23=-10, 1-12=-100 Concentrated Loads (lb) trugh, u MrwfN.In'MA 13on"II'g'ut-,Vial. RnB tnrancnt7SluM k,:1!'.er(ItiOiYEXi'Inr. Wit, GupfaeaNu4 wrtNeenu w I: ie:Fke..q:rrC.1% AN4e I i,cu.+. f Ito— Sleet N^t peon: eiwnu"ti.tr IN W, Wit aorta !!eas W: fe.:NMMIJpI M,Yd 1•.1' inetgxN a!x Nk 4pK.< ar!IOa p titrus.e>exeei ne pelnsleeN wpee greq„ueiMr l N tvfe d N uw I.. tlnN x M IN .1, MrH x -i'4 .nc p nS". Nlrt tnpuey. 4aNipt eN edau rp,Mp.IW/,y tlk a 1sw, Mv.Y se Qrne.IM O•al'cedat l.Ngal e. pe talk en atY:WeI omiK re '. at Ne 6mtiv t Ne at rRl 'h AnthonytT. TornGo li, . E. 1! gxocNN pAatwnelt dM , 41.olrkgosFvq xqe eanereeNkx ..,Lwrx np.4aa;na M ewiq !'+w(al.•, M^ 1!!..wa! '%irkW. pal e, a1 mtoq i(r gm w6if uat_ 4" I...o pN WN tgal s!(Aue:eMeKNW Pan PM. RA ahaih nenll,<bn M#. ,el. I.,!Qn9N Nn Ip. .ect hip EIP-, Y Aftit : 80083 rtY:4 eie!nu1MkN la a: mm New m I. dl errs e.x H ii<(n4; G. .a: ecl ne e+.a 9,s an f q 4451 St. Lucie Blvd. epe n q f gw.ern 4 Nttx1 ..,nse: eat aik ui ca+Ix Ma.al ner Ai elret111 optriRA13i Ppld A I Roaf busses Anikoop 1. Ionbo nL p.l. Repmducim of Ii lomnem, in aq loan is pro6,A6ed wiMavi AtV -Rep periiisio Fort ?fierce, FL 's4Q46 mss floor A-1 Roof Iei - AalhonyLlanOoIII, P.E. Job WRCBBA truss FL03 Truss Type Oty ROOF TRUSS 1 1 RYAN HOMES If BISCAYNE BAY A0028148 4 Job Reference (optional)__ Al Hoot I fusses, ton Mefae, tL .s4`zKt), aesign(ga l truss.com 0-1-8 li L.....-19-4--6- i x8 = 500 -- a i Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:56 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFN R(yx8cZ-?LCm6cOVUEy2SAzAjt8YK9KrOX8dM VlxlkxGjzzHcFD e 5 1- 1 3-0 j_ 1-11-0 1 1.5x4 11 3x6 FP= 30 -- 3x4 ='= 1.5x4 II 6 7 8 9 10 T1 11 24 I2311 22 21 20 19 18 17 16 15 502 - 3x6 FP--= 5x6 -= 5x8 = 5x10 = 3x6 FP= 3x3 -- 3x3 = 1-9-8 0'-5-12 21-8-0 sts (X,Y)-- [1:Edge 0 3-0], [3 0-4-12,Edge), [10 0-1-8,Edge], [12:0-2-12,Edge], [16:0-4-0, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) 0.30 18 875 360 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.41 18 635 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 14 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) "Except` W3: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 22-23. REACTIONS. (lb/size) 23 = 3870/0-6-14 (min. 0-1-15) 14 = 966/0-3-8 (min. 0-1-8) Max Horz 23 = 3(LC 9) Max Uplift 23 = 954(LC 8) 14 = 223(LC 9) Max Grav 23 = 3870(LC 1) 14 = 966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1824/4079, 2-3=-1816/4064, 3-4=-1111/866, 4-5=-1120/863. 5-6=-1111/867, 6-7=-3475/1378, 7-8=-3475/1378, 8-9=-3475/1378, 9-10=-3706/1503, 10-11=-3096/1230, 11-12=-3096/1230 BOT CHORD 22-23=-1586/565,21-22=-1014/2572, 20-21=-1014/2572,19-20=-1014/2572, 18-19=-1503/3706,17-18=-1503/3706, 16-17=-1503/3706, 15-16=-770/1846, 14-15=-771/1846 WEBS 2-23=-351/176, 12-14=-2026/846, 12-16=-503/1369, 11-16=-253/133, 10-16=-666/298, 3-23=-3146/1345, WEBS 2-23=-351/176,12-14=-2026/846, 12-16=-503/1369, 11-16=-253/133, 10-16=-666/298,3-23=-3146/1345, 3-22=-1001/2453, 4-22=-262/139, 6-22=-1600/719, 6-19=-399/990, 9-19=-330/163, 1-23=-4654/2081 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 954 lb uplift at joint 23 and 223 lb uplift at joint 14. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2250 lb down and 938 lb up at 0-3-0 on top 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=1.00 Plate Increase=1.00 Uniform Loads (plo Vert: 14-24=-10, 1-13=-100 Concentrated Loads (lb) Standard Vert: 1=-2250(F) 0-1)-8 Dead Load Deft. = 1/8 in 1.5x4 II 1.5x4 = 12 13 227 14 PLATES GRIP MT20 244/190 Weight: 163 Ib FT = 10%F, 10%E W.M !tart dYegd.rrnwIN't 1 VC' 11111M [ilEl"t U11%,(ELMS t(:n;etl:etrIS1:rM pal, iili:e'i}JrfII'Ixr. Ird, 4;ip .1 ,A cart Y N, I•rtt 1!:4!)-,4JCS; WM 16.f I I.i1 I_f f. III— k .in n! ,W!t: eft—;! udNnM M.1 dke t4iet < Ydew iww .4fMnNWMIYJN k.a4. 4 4enie hpex sxMle E!pxr,Mwlxx. Nh ep!sMtw YiFpm.rNMpd!t:Ixd tgMe 'ns ntp!ulebvMMty Yoe srp!1 sF.P!nN wMI P tN! Wni?t•1 'k e 4.+mxYM WYp,xdnx:.wW!In Anthony T. Tonlbo :11, d.E. 4! xdai nib to lwli,yi<M fx!iMmtd!+!i.xr.M?•.Yfsdaa CN eSeYlfi!k.I1w90nyx: .aM MrdMll:.. ne S. WIh IYx1wN.}Me ontl. 'le qym aM hhW x kN aM.rxt YlYnq owfYt.w4, W" W ke, w!@4 o, de:tma a$0081 Zt INw1xro-oef lwkMn d M WIK4I.".Sam W—.MY- pltWx ix W SUAxe:da YyEM ptwY ploue AiOnw;l. xpasd het mi lines Ytal tt: (wupa'•n!ks:p[ aY Wln., eWaY++x. xk!s 4451 St. Lurie Blvd. eM•nuidamhreCmtYtoped" MthnNd!pdww.a!r! rx ln!,&vp fapeY,nCl ed iwNnil«pn. x l.!.t SIwaY4-dW 04Yq All:oefN:l!dYr. Yl nlawdwtM 1. n; Fart . e2e, FL 34946 opyrithi02016 A - I tool Cusses-Anlhoay 1.tomb*III, P.I. Ieprodudion ofthx domment. Inany Inrm, Is prohibiled without the wo"en permission hem A I Root Lanes Anthony 1. iomho III, P.1. rb Truss Truss Type city ( Ply RYAN HOMES / BISCAYNE BAY A0028149 RCBBA FL04 FLOOR 1 1LJobRefere _-___- , nce ptional- -_ At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:56 2018 Page 1 ID: Sn Vy7CbHIYiMw41j 1 ZFNRfyx8cZ-?LCm6cOVUEy2SAzAit8YKgKtH X6iMY?xlkxGjzzHCFD 2-6- 0 2-0-0 1-3-0 - f1-8-14 I-___--- -71-- IF-- I Dead Load Dell. = 1/16 in 3x6 FP= 3 3 II 3x4 - 1.5x4 II 3x4 :.: 3x3 II 3x6 1.5x4 II 30 1.5x4 II 3x4 1.5x4 II 2 3 4 5 6 7 8 9 10 11 12 1 _..- -- - - — — - T2..... i Y W1 wz 4 WZ= J \ W2= W2 W1 21 20 19 18 16 15 14 13 3x6 -- 1.5x4 I I 3x4 -= 3x6 FP ... 3x8 3x6 =- 1.5x4 11 3x4 :. 3x4 - 10-1-8 23-8-14 10 t 8 + 13-7-6 Plate Offsets X, Y)-- 12 0 1-8,Edge, L4:0-1-8,Edge], j160-2-8 Edge][19:0-1-8,Edge] LOADING (psf) SPACING- 2 %0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.23 13-14 >720 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.03 13 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 118 1b FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 4) CAUTION, Da not erect truss backwards. BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- LOAD CASE( S) TOP CHORD Standard Structural wood sheathing directly applied or 6-0-0 oc 1) Dead + Floor Live (balanced): Lumber pudins, except end verticals. Increase=1.00, Plate Increase=1.00 BOT CHORD Uniform Loads (plf) Rigid ceiling directly applied or 10-0-0 oc bracing, Vert: 13-21=-10, 1-12=-100 Except: Concentrated Loads ( lb) 6-0-0 oc bracing: 17-19,16-17. Vert: 1=-1312 REACTIONS. (lb/size) 13 = 639/Mechanical 21 = 1718/Mechanical 17 = 1546/0- 3-8 (min. 0-1-8) Max Grav 13 = 684(LC 7) 21 - 1768(LC 3) 17 = 1552(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 21=-1436/ 0, 2-3=-772/0, 3-4=-772/0, 4-5=0/ 1272, 5-6=0/1272, 6-7=-1584/0, 7-8=-1584/ 0, 8-9=-1584/0, 9-10=-1743/0, 10-11=-1743/ 0 BOTCHORD 20-21= 0/ 772, 19-20=01772, 18-19=-313/ 352, 17-18=-313/352, 16-17=-272f784, 15-16=0/1743, 14-15=0/ 1743, 13-14=0/1188 WEBS 2-21=- 846/ 0, 4-17=-1280/0, 4-19=0/656, 6-17=-1674/ 0, 6-16=0/1013, 9-16=-566/0, 11-13=-1313/ 0, 11-14=0/613, 5-17=-273/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. gxwy nnx:De ayd.:e.:,. r.% 11-J1 MIN,; q; ..1; N Elk1 W[iCNpn1Mt:Di'C« IU .ice. t'gN>gi!05«tAr Ar.. w« k,ya w-k,S Mirol aA,I,.NIN.I .Ide!eke iNa ldae u. h+; «aw+;se tMN robe lDD. xlr w:l e« IA, x«, ,N,a ae d'xa,wd a; t D, w + im+* q•,k . a nr: N ,r.,a«:aa!e«., «d,,;.e:: «yw q xianw:nM,ky.dnes Ny s,exae tss.«, xk. n. r f p, ;.yl?e. ,wy:+xn«:..w!a«n Anthony T. Tombo 117, P.E. xd end.;' x! law,,+e h<ua+dwcx.A ,«,xn« Nqw«S,D+hyn Pa..A,akr«Ken_MtxgAe d>wa tkd'.I tale dS, `twgn ea «mt.,, M.Nwn.y.,wy, aa« .1 anan,,uro,mlie 80083 tlt r:ek? xe/l,,,xi. «I,PrN ryx :e .,.'q Mf„q«he, ...N :N .,S. (4,y, .epsn^if : At lwN y Dt„pt. in.S.,I,. Igar dx, NAby. t; .NMI.,N Ir..!f„t N ex , •.: St. 4Fo,' 7( f(F, !, 31)4 6 gPyllDAl iD16 A I tggl t,Niie, Aelhggr r tgmDg ill. P.,, 4Pig .m. glib., dm—t. m any lsim, !s F'O'bded k440 the .4gn Pe mns- I —A I hd Itgsuc Anthoy l_ h.bg lll, P.E. Job Truss — Truss Type Ply RYAN HOMES / BISCAYNE BAY WRCBBA FL05 dty FLOOR 3 1 A0028150 o Job Reference(o tional Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 2-6-0 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:57 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-TXm9Jx 17FY4v4KYMHafnsNt3wwV X5224XNhpGPzHcFC 1-5-8 I i-...____ 1-3-0 Dead Load Deft. = 1/16 in 3)II3 11 3x4 = 1.5x4 11 1 5x4 11 3x4 = 3x3 11 1+ 2 3 4 5 6 Wt 10 3x6 -- 9 8 3x3 = 3x6 == 1_0_-11-8 10-11-8 Plate Offsets XY C9:0-1-8 Edge]__ i 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 0.69 Vert(LL) 0.12 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.21 9-10 605 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 57 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1901/Mechanical 7 = 589/0-3-8 (min. 0-1-8) Max Grav 10 = 1901(LC 1) 7 = 589(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1412/0, 2-3=-1292/0, 3-4=-1292/0, 4-5=-1292/0 BOT CHORD 9-10=011005, 8-9=0/1292, 7-8=0/1011 WEBS 2-10=- 1107/ 0, 2-9=0/423, 5-7=-1113/0, 5-8=0/ 500, 4-8=-257/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (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: 7-10=- 10, 1-6=-100 Concentrated Loads (lb) Vert: 1=-1312 Wry P!eait ant glh;ttrtx Re 4 1. 'Ig! Er "S .;.t al.tl, klx; l ;G\%.NS .tl>:Y;'1Ntt . iCWii(0`vktl' tea. INJ: Ntp IrNNnf Ni. al NUt N M5 ?e.t; M ql @r•,q;':Cp'; M qn Swe i II.H R. t;. lt?r rrae irk IlMt.u.:khri eke+;i; oYN N'p 13p. Nh ID.N.NaIUY I k.I m4rk DPYk,FI 1; I . 7!qN. l!An;yNN McHNR I gNytrX NecryM YA rh,twrNµwg•npN,a:m n+ kfpY, ;Np uµnaN t 5ld. a :n [nk,y nl•YFY. azaN, m An[hony. T, Tombo I[l, P.E Id pro;. ,INa lr#ga4. r..•+ax.aYe w .tiiNquaelyexurNl+.+lyNfps.NYe N-anYaAr n,iD.e r Yr nq wrw a. tkmN.aYa tawNr4rY , not , w.Ynn,w,tr uza,.awkYw elxuae r:w,uAn+ 80083 h 64Mt..,NS&1!MNee is pwwftt PeN Wt., ue1 E. tfenY 1-ntiYMSxe e.IN,nd-:n Ni a"tY'kun;a,,we«.:,n: wtgl rn Ne: Nt :n:, YNdee.N4451 St. Lucie Blvd. fo ; virr; e, EL 34946 epyrigDl 7016bl loalLwutkr. IDearLtomD. 111. P.E. trpmdaaion el lAitdmuaentnosy lmm.nploAiDil.dYi@am tD. Yimrn pa nsien DeNAltaollmnea AniDuayLlonDo III: P.E. WRCBBA FL06 FLOOR Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 2-6-0 1-3-0 1-5-4 i I 3x4 1.5x4 11 1.5x4 11 3x4 2 3 4 5 Qty Ply RYAN HOMES / BISCAYNE BAY 6 1 A0028151 Job Reference (optional Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc Fri May 11 10:58:57 2018 Page 1 1 D: Sn Vy7CbHjYiMw41j 1 ZFN Rfyx8cZ-TXm9Jx 17FY4v4KYMHafnsNt3p,WY05174 XNhpGPzHcFC F-1-68 4-- 1 01r,8 3x3 11 3x6 FP— 3x4 = 1.5x4 11 3x4 =-= 6 7 8 9_- 10 vi'.. 19 18 17 16 4 3x6 -- 3x3 = 3x4 =- 3x6 FP-- 3x8 14 13 3x4 1.5x4 11 3x6 19 18 17 16 4 3x6 -- 3x3 = 3x4 =- 3x6 FP-- 3x8 14 13 3x4 1.5x4 11 3x6 10-9-12 20-5-8 I 10-9-12 9 7 12 flate Ofisvts (X Y)_- j10:0-1-8,Edgej,, j14:0-1-8,Edge1 C17:0-1-8,Edgej, [20:0-118.0-0-12j LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.67 Vert(LL) 0.07 14-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 I Vert(CT) 0.10 14-15 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.02 12 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 I Matrix-S Weight: 103 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 19 = 1789/Mechanical 15 = 1346/0-3-8 (min.0-1-8) 12 = 393/0-3-8 (min.0-1-8) Max Grav 19 = 1837(LC 10) 15 = 1347(LC 9) 12 = 435(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1422/0, 2-3=-1033/0, 3-4=-1033/0, 4-5=-1033/0, 5-6=0/1026, 6-7=0/1026, 7-8=0/1026, 8-9=-732/0, 9-10=-732/0 BOTCHORD 18-19=0/869, 17-18=0/1033, 16-17=-232/579, 15-16=-232/579, 14-15=-224/396,13-14=01732, 12-13=0/732 WEBS 6-15=-270/0, 2-19=-956/0, 5-15=-1309/0, 5-17=0/690,4-17=-255/0, 8-15=-1170/0, 8-14=0/520, 10-12=-797/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 1=-1312 Mp1a1 pev;e Naltlr •t,nr M'3:1 J..IdSSES 'R ..1 , a;r.11 !itMS l .U0. f: NS.r`i CN: V7.(1"; t(C.NU9CMi51'!r+ Inl. kt.q WtaNe:; rM,tN wet n'k4'+.+:Oe:yr Ne.,q;?OD: M ne b9m+' InM m- t:. ItMtu: ;kN /Axe ne. N,Nu +e.,te f.ke u M Ipp, wi W; t —* Ink sM f M nd f. M n !t *4 1; 1 3e tl 14— )II N'! M— M tE tE.ty?}7 N eNt a N tlkNe N M xtN„wN tN^tr"N etpesiN e. M : A k: p d..PII s leµ:Nw st 1?S t«. Mn'n ik ktyr ettM en. xrliq ;roefiw!.:aaMrYx Anihooy T. Tombe Ili. P.E. ad - , ktwwdw:;a t,w•+. «w Nt trNn,dvM antryn:,ptN.ew,N.t r Mur.Ma aaat».al..kq law N. tuorrara.i§aNes wh t«wh.+, w 1,wfNi ;,Nqt n an.wkny«tnkM t:wr,aa*tN 80083 4451 S[ tJztMlxxNlCttgnN'Nmr:M. Ad mk M 1e lk we NtY ud hyNrt NkMxiep paerN Sdtn Mln Cw LS. NMhtMlk PoM4:1 Ne !e4 db9txdlaMe N M+ttM e.t»,rt l:.:rtMHtN, d'n a+, 4ty ..'i+<, &,q4 ieptee<-tN ir:+Nrwn`.N Bess tNn."e 6dnd.!vltwNl tMeN tpntt.,.,egkhprthn a+rPN.:ai,t+, l4+pt,urme: : 1, ht lnN4l he:gnr. n. S!tN. u¢wVdpt ltdNq 4i .111W,N k=nt Ntlf klgfe,t iMi { IP 6IVd For' Pierce, Ft 14946 eppipht .W 704 A 1 pool Iamb Aethe.y T. lombo lit. P.E. hp.4,1o. of this dorvme.i:,N oN7low ,,poh.bod.dhoul tbe.. Alep pmmndoe hom A I pool hiom Amhoop i. tomb. Ill.. P.E. Job Truss Truss Typ, WRCBBA FL07 FLOOR Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com t .._...__ 2-6A __......._I 1-3-0 I I ....._11_5— Qty JPIY RYAN HOMES / BISCAYNE BAY 1 1 A0028152 Job Reference (optional 120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:58 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFNRtyx8cZ-xkKXWH 1 IOrCmiU 7ZrHBOPaP9RKmggT5El1 QNoszHcFB 2-5-2. Dead Load Dell. = 1/8 in 3x3 II 3 3 II 3x4 = 1.5x4 II 1.5x4 II 3x4 3x6 FP 4x4 1.5x4 II 1.5x4 II 3x4 1.5x4 II 2 3 4 5 6 7 8 9 10 11 12 v / W1 20 19 18 17 6 15 14 13 3x8 3x3 3x4 34 FP= 3x8 3x4 = 3x4 - 30 10-9-12 23-8-14 1 10-9-12 12-11-2 Plate_ Offsets (X Y) L8 0 1 _12 Edge], j14 0 { 8 Edge], L5 0 1-B,EdgelL8:0 1 S dgel - - - - 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 0.96 Vert(LL) -0.21 13-14 >739 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.31 13-14 >492 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.03 13 n/a n/a BCOL 5.0 Code FBC2017lTP12014 Matrix-S Weight: 116 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD 1) Dead + Floor Live (balanced): Lumber Structural wood sheathing directly applied or 6-0-0 oc Increase=1.00, Plate Increase=1.00 purlins, except end verticals. Uniform Loads (ptf) BOT CHORD Vert: 13-20=-10, 1-12=-100 Rigid ceiling directly applied or 6-0-0 oc bracing. Concentrated Loads (lb) Vert: 1=-2171 REACTIONS. (lb/size) 13 = 636/Mechanical 20 = 2672/Mechanical 16 = 1454/0-3-8 (min.0-1-8) Max Grav 13 = 661(LC 4) 20 = 2731(LC 10) 16 = 1454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2282/0, 2-3=-1176/0, 3-4=-1176/0, 4-5=-1176/0, 5-6=0/989, 6-7=0/989, 7-8=0/989, 8-9=-1610/0, 9-10=-1610/0, 10-11=-1610/0 BOT CHORD 19-20=0/948, 18-19=0/1176, 17-18=- 124/814, 16-17 =- 124/814, 15-16=421858, 14-15=0/1610, 13-14=0/1135 WEBS 2-20=-1044/0, 5-16=-1297/0, 5-18=0/680, 4-18=-251/0, 2-19=-8/310, 8-16=-1472/0, 8-15=0/934, 9-15=-334/0, 11-13=-1255/0, 11-14=0/525, 6-16=-282/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (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. tl%%q Mntl S%e.ph,efu, A!'t tfJE ItltSE<..'fi r. ca 11' IEtk t Kilnolcrmp tU'F trtar.losu li'hta. in9eM pp^+eb;W W 1! kM ;6r phr•q':',R Wat k ao. ^ IlaN 1@. PE. 14-64vio. ni. alku caa 'ire rnh/a At 136. W. x,?N eweO%tkkl tkN to nN!%n: 4<".t kt .ae( A;ti n. $ny Etp+e%.! ,tr-dn :q,et: F-W. „d:v—r.:nre,.%at ro--wo"o !"'.-..mn, e,*d x u.11,"-6,04 su lot sh Wr, in.'. F. tt.y—,o'„»NMfth Anthony T. Tombo Ili, P.E. W ned Nti I%lp t".+kp :b ;psfiYe"!!EM-awr hl:+1n'S t.1ku ;N qW x'Stl Brix ^p%.o N!^w4N `It lY. na lt,WRe Il: NIW.4-, EM pl Id41}1 Al etk ll NKt l,nt m iWlxt Myt. ta:ied'WY%ui Nllk M.etp :W't a' 180083 hfmt.JMrC"yt%WtlrtW:.10 t%!ns'.100W9eM'anWi..fM YMMi (tntpta{Atirh!%"aaPSfw1EMlk MWN,1ue,du INepaxlpon Ix..lAeesBt.e.lNfa:ITnWIa"td'k....1t:.e:p"..rnsDef Etpn:'ul:rcctN.OW %aunt 4451 St. Lucie Blvd E0t' P(t*I'P, F1, S . a9ov.0 MAaell.tiMo%I1peel.pea e:,::yp ki ieMf mrt.N. MLn. htpeErymr utG. fie t"1%q Gtge" w4n4%Eq"e"Au1 lal0al. {:_.µ:61Mh.n rtn%M1eN".RI 494( epyfit61 iZ 7016 A I toollfaxuc Aothooy 1. I -be III, P.I. tep:odY{heo Al th., timmeot auy I.w.l po6i6ded.40.1 the n ineo ptmiuioe hom A l Pool 61"1 A hay 1. loe:6o III. P.I. Job WRCBBA Truss - FL08 Ttvss Type ---_- FLOOR QryP 3 Y 1 TRYAN HOMES / B-IS CAYNE BAY A0028153 Job Reference __(optional) At moor i russes, Pon Pierce, r-L 34946, design aka i truss. corn rcun: t$.l [u s uec 11 2u1 y PnnC 8.120 s Uec 11 2011 Ml l ek industries, Inc. Fn May 11 10:58:58 2018 Page 1 I D: SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-xkKXW H 1 IOrCmiU 7ZrHBOPa P9SKmggT5El1 QNoszHcFB 2_8-0_ ....4..--1-3-0 I1- 1-541 F 2.-5-2-.....- -I Dead Load Deft. = 118 in 3x3 11 3r 3 II 3x4 - 1 Sx4 II 1.5x4 II 3x4 3x6 FP- 4x4 1.5x4 11 1.5x4 it 3x4 = 1.5x4 II li 2 3 4 5 6 7 8 9 10 11 12 4 WW1 wiY 20 19 18 17 11 14 13 3x6 - 3x3 3x4 -= 3x6 FP=- 3x8 -_: 3x4 =.: 3x4 = 3x4 10-9-12 Plate Offsets X,Y)__ [8 0-1_12 Edge], j14 0 1_-8,Edge]_[1 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) 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13 = 636/Mechanical 20 = 1021/Mechanical 16 = 1454/0-3-8 (min.0-1-8) Max Grav 13 = 661(LC 4) 20 = 1080(LC 10) 16 = 1454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-631/0, 2-3=-1176/0. 34=-1176/0, 4-5=-1176/0, 5-6=0/989, 6-7=0/989, 7-8=0/989, 8-9=-1610/0, 9-10=-1610/0, 10-11=-1610/0 BOT CHORD 19-20=0/948, 18-1 9=011 176. 17-18=-124/814,16-17=-1241814, 15-16=42/858, 14-15=0/1610, 13-14=0/1135 WEBS 2-20=-1044/0, 5-16=-129710, 5-18=0/680, 4-18=-251/0, 2-19=-8/310, 8-16=-1472/0, 8-15=0/934,9-15=-334/0, 11-13=-125510, 11-14=0/525, 6-16=-282/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (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. 23-8-14 12-11-2 Edge], [18:0 1-S,Edge] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.2113-14 739 360 MT20 244/190 BC 0.83 Vert(CT) 0.3113-14 492 240 WB 0.44 Horz(CT) 0.03 13 n/a n/a Matrix-S I Weight: 116 lb FT = 10%F, 10%E LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert: 1=-520 vio"ro ¢*t* rffae lot '1' 1:7 ilMls S!i.t';..... fit- H t:v1p11Ta¢S."A'' U! I*4K.U¢!tploz4I'!V¢. fahkr:p lrt2ew;ne MpinMMt'nts¢f,y!&erg;i1p Mn: lNanr!ItaM IE.I;. ItMewS'i4!!IIMf nt. !%:tud«nte tMN m%!x 1N! Mi:wttY Mfk tlsVkr,NW Pe fFxN,tk1. L!i 9 m!MMfI gate¢ naie*3 rss r.!fppctxAfhot sari fapmtry lteinFar 4. we kiy!II Af rapti kpMatol"v7 xh Mx:R!rklµ.-rove. +¢kq ro¢ar+..,emr et Ie0mlta u rNRtat:;le alarv.alit c kf .!u'rlM1 tNtlnl."=4"lf IP.."10 .0 14It, %.4mq.j!A M. 1%". ot%T.pfNel4N Blur rarbrotwNq twat .sw Wk¢!q u¢rnf„4-1., a Anthony T. 80083TombII:, P [. nfl xurrxn ! NlM.. Allxk 1!a kls.fee'!e fN > _ 8n081 r r . 1h do t,.x;q;fe¢f.lnsmr,km¢e rt ; tk!! r;tNv,Y M N 1 t;t"w. rn. kkatut f,ret.krnitWma.d'+ft .f;ye« .ttf,plq,x«w:n;tx+nK=« f:t 4451 St. Lucie t31vd. 1k .nf kli ell. t.Nb>; tpu/qte ,.qq tr e: rRuetadN 3.vf5: Dtt p.11nfe';¢i fif tr,Miq pnyal. ntS,rle,t'r.. INfewlklr. l:layld'.4l ..fl1kl.kt:l't f0': Pierre, (. 34940 epyrig61wtd16RttoolGesut ArtIM1o¢ rf.IomEaIII.t.f. feplol¢:iiooalIbisdm¢m¢nriolot I—.i%pmpined¢;ttthe xlitle¢perniuie¢he. v{Itool lwm Rath¢¢v1.Ieebo111.P.f. Job- — Truss Tniss Type QtY PIY RYAN HOMES / BISCAYNE BAY A0028154 WRCBBA FL09 Floor Supported Gable 1 1 Job Reference optional ___ Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:58:59 2018 Page 1 I ID:SnVy7CbHjYiMw41j 1 ZFN RfyxBcZ-Owuvkd2Nn9LdJeilP?iFxoyYtkJmZOmN_hAwK I zHeFA 3x3 3x6 FP= 3x3 = 3x3 = 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 1-::: - 1 3F7 3T1 1 1 1 1 -- SIi —1-2- 3A1 9i1 1 t c BE - I 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 21 3x3 -- 3x6 FP = 3x3 3x3 -- LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC20171TP12014 Matrix-S 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: 6-0-0 oc bracing: 33-35,32-33.31-32.30-31. REACTIONS. All bearings 23-8-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 39, 38, 37, 36, 35, 33, 32, 31. 30, 29, 28, 27, 26, 25, 24, 23, 22 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 30 n/a n/a PLATES GRIP MT20 244/190 Weiqht: 108 Ib FT = 10%F, 10%E V.*Mm-.Mk ux;kours r.;r,.ae,k.;uL:Mton;r;. anle.Aaer;!P v r araya;,.,e ,w Nwt reun,a.!ro-e.y,wewu ,leim.1, k6iek:Me(I. Oft ekewheye. Ne:h[kh,4,/. leelm;9eewe!ynee irm..,:epho.be sh:eEa?Iva"rneoe e.!qw, V ft Vdw;a«.,s•e,i.y:.'Ws y heBlh. 0.,,, tigle Wrw ee U IN eN, wr. ! h 1 N. Bey es 0- xdele.et?.5 IMeNiYh Anthony r. Tombo 1tt. P.E.. B,.,k*q:tae,ue.,,i<.s,dB,c.ra se,ta:Mgm met«.tyk;yu..amweranr4'.m ew+eKdk«layd,w:hi rasp ekht7w.and Ni, *#gaNBxwW s-,«.wh 14IWhn::eweeaa-,e a" : R0083 ee twwl le.weh.ene eww nw !u.swBep vets« e, 1-Wy ,y.«, sswe Me,ue exwt: wk pwvlk.,!e>r N`u ye,e.dplp, ra-B,eeene,,,weo!+m„ww.sd e!ees,!y .!,e, ..:y,.epe,Kw.,>e,wM,!4a ,ex,e 44515t. Lucie 0lvd. m,.:;eB.dk.e.a .IWdrove-.!,"ph,.;"e ..N,N :e u,,,eey,epe iee.:n BSBya,*v ne.cen« a.,aseM k! erx..eb...,eshnee r; Foil Pier, e, `l 34946 t epyrfphl Z' 7016 A I tool hosts Aaflim 1. lomho Ill. P1 4p.6d,oso1 this dmew.tosay lmn,ap.hlhiled vitbool Ms mites pmmisioa hom h l tool Imse, Anthoey 1. tombs 11L P.E. Job Truss Truss Type --- -- --- — Oty Ply RYAN HOMES / BISCAYNE BAY ' WRCBBA FL11 FLOOR 1 1 A0028155 Job Reference (optional)____ Ai Koor i russes, Fort coerce, rL 3494b, aes{gn(maltruss.com Kun: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:00 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFN Rfyx8cZ-u6SHxz3?YTTUxoH xyiDU U?14Xv8ToIJOXDLvUtkzHcF9 1.5x4 II 1 3x8 _ 2 13 2-2-6 1.5x4 II 4 3x6 5 3x3 II 6 0 3x6 =- 1.5x4 11 3x4 1.5x4 II 3x6 =- 13-0-14 13-0-14 Plate Offsets Q,Y) - 1_Edge O 0-12[, [5 0-2-8,Edg,_ 1-S,Edge], [10 0_1_S,Edge] LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.19 10-11 >798 360 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.25 10-11 >626 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 66 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flal) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 807/0-3-8 (min.0-1-8) 12 = 1407/Mechaniral Max Grav 7 = 807(LC 1) 12 = 1407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-381/0, 2-13=-2381/0, 3-13=-2381/0, 3-4=-2381/0, 4-5=-2381/0 BOT CHORD 11-12=0/2206, 10-11=0/2206, 9-10=0/2381, 8-9=0/1507, 7-8=0/1507 WEBS 2-12=-2429/0, 2-10=-140/630, 5-7=-1653/0, 5-9=0/1086, 4-9=-315/0 NOTES- 1) Unbalanced floor live loads Have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 7-12=-10, 1-13=-350(F=-250), 6-13=-100 R"1.ai P.—ilr'.tR ,a". RR'i s { 7,#%5... S;: .1 011h:!AC R„RO'toRl.pM* Mlle AlR1+xi(%61l-WivR. t":k N:yR pw wi W'W M, N M, 1—h,oN q :BP_ tv ko.,' I..0 IF:. 11. 10"de. im, 1M"t+,, mjk t*-"'51MN lR eM;Raec'a+pMR ka le F.ei R Kc I i. A:Rt kRR'q,p" w',M!. Eque" M ee .«r.tfi,r ana",nNwe x!At aRM,! n y:r!aRuksa. t"le hup d!r uyl ,ly -NR aei n. W"!n. rk keyR t,,.Rr"R e4q .xzw;. ,"!aknn ' Anthony T. Tombo IH, P.E. W s!u!imM t"A+1:,AeJ,+!w:.dtReuw call"NgW.bl"!,1spx.RW:xxrMelr.IMiFW1f MR"N!aisRkWnlFkgpRdk 9%Wa! 1 NMb.;,R<any,anat;roepe..N'WWWk"!gknaaR-r:w,Na«d :80083 e{ Nighcyw W rW H !%a" N 'S, ikWR.Rr"R Wpw R'Mf N:aR PRiae"Stht INnN!mCtCMbWlI YW,kAaR'tM N'rn«.'1"/ta in Mro,ta e.Rav9J.RtWMw.Nlet.n.'vYt M!.rt,,hnp(1"ewW nnikM"'."eNx Q951 St. Lucto Blvd. nt.„We1 a,.a'rx!tpeef n" ...nq i. ". Rrt", nnei 'k6.,.0.o*.q pe.u4:I Re k!Mg M.y.".e ..0 S.!ka Equer Aa. R«Ib.t. 1.!nRA!.N tr.•"t n1!?"aiats. Fo,' Piet,^E', .`^L 34946 2016A 16011 1" Ar.1Aoo 1. 4.6RIII.P.E. to !odtlmoo R71bi, dommRm. iRm hW, PYi 9 y Q P 5 QlR61611R% RIt60Rl IAR rl!11RR QR,W1511RR 6Rn A I tR01 htl„R, Ant6oay 1, 1RRibR III. P.E. BA FL12 FLOOR 4 1 Job Refen Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 ID: SnVy7CbHjYiMw41j 1 ZFNRfyx8ci F-- — 2-6-0 —2-5-6 — I 3x4 = 2 1 LOADING(pso SPACING- 2-0-0 TCLL 40.0 Plate Grip IDOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lTP12014 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 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 70910-3-8 (min.0-1-8) 10 = 709/Mechanical Max Grav 7 = 709(LC 1) 10 = 709(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1865/0, 3-4=-1865/0, 4-5=-1865/0 BOTCHORD 9-10=0/1237, 8-9=0/1865, 7-8=0/1260 WEBS 2-10=-1368/0, 2-9=0/788, 3-9=-254/0, 5-7=-1387/0, 5-8=01771 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1.5x4 II 3 CSI. TC 0.73 BC 0.78 WB 0.38 Matrix-S DEFL. in loc) 1/defl L/d Vert(LL) 0.22 7-8 719 360 Vert(CT) 0.30 7-8 523 240 Horz(CT) 0.03 7 n/a n/a BISCAYNE BAY A0028156 ional)__ __ _ dustries, Inc. Fri May 11 10:59:00 2018 Page 1 3?YTTUxoHxyiDU U?UZf8T31N W XDLvUtkzHcF9 Dead Load Defl. = 1/16 in 3x4 -= 3x3 11 5 6 PLATES GRIP MT20 244/190 Weight: 63 lb FT = 10%F, 10%E ZEIruanr neat Ypw M etnwM 1.1C'1,ldS:'.S'St.:r.tM.tyt1:L!.1.WDiJMt.Ci:LY.i,l':.4;nJMi[Y:{"'vnlnTh.le rpe em: WiM rtetnkt4nf Detpt&.r,q;'Dp wl ek 1peM.!t1ak lF./F. icEnxit'axt lelnt „! kie:: >Tn•i;t tgfNa le `30. w1r tx'atent tYn sMak ui!nPt n»ts,i 4>aI 'r w.ryan q:. h apa st etaml:9 r SaY:trgt, p.lKat,iaesagat aot•e,pu mk9tYc arnugl : ,Iquuetaxa :ma ttenm rpY.gt ,.*i t.++sq t:aas.: ,t.aae. Anthony T. Tombo M, P.E. eti naam;t M k.Aq:+t sa uce Yt ,.w:;tnt wgtYnar t a.•pn.eYt ae Mantm i4 .a t ..stl z.ww'aew:q- r qt aas.r ws u.edmr ., garnq c4ngt.-wsa r:awcwuwM t:r,.,m4na .; 80083 at tpY;q w,gtn as tae 7.. 4uw awn.w ie&waya-x wpw.uttun.t wM.t,.,a ien, an a«tc:Mu,aet xue v:t.t„w da,.a Mxn maett,a t.n.,n t+e,aaut,awi,.,t k;yap,.,, a:.yt!y.t<, sr :..,, Y.atetn w,.,, 4451 St L.tcie Blvd. wn.,:.atnngt, K,gtttgtat.,,.gittcpew,a•a.tr.::,..:M,paF.{weue. uttntxyony.n a ,,.s.otaFginc.ax.adatt 4 ,q,getdu.:eruaapeo,r.;. Fo" Pier,,e, FL 34946 oprHphl i 701611 pool firtut Artheny I. 10at60III. r.I. peprodonion d this duemea. is anp loth, h pio6i6ard w41;W tho-flee pt,mmioe Ina, A I poal hocte, Anthoor l.len6n Ill. P.I. Job Truss truss Type _ - - - Qty - -. Ply RYAN HOMES/ BISCAYNE BAY WRCBBA HJ3P Diagonal Hip Girder A0028157 L-_.-._._ I Job Reference (o tional)_.._.._ Al Root irusses, Fort Flerce, Fl. M94b, designLatlruss.com 1-5-0 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:01 2018 Page 1 ID:Sn Vy7CbHjYiMw4lj 1 ZFNRtyxBcZ-MJOf9J4eJmbLZxs7WQkjOD 1 &Yzfl wmgR?f 1 PAzHcF8 4-2-3 4-2-3 2x4 == 4-2-3 4-2-3 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 0.22 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.18 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In a,c,,c,,o,r-d,,a-n,,,c,e,,-with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 101/Mechanical 2 = 271/0-10-15 (min. 0-1-8) 4 = 53/Mechanical Max Horz 2 = 79(LC 19) Max Uplift 3 = 63(LC 4) 2 = 195(LC 4) 4 = 42(LC 5) Max Grav 3 = 101(LC 1) 2 = 271(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 195 lb uplift at joint 2 and 42 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 8 lb up at 1-4-9, and 45 lb down and 8 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-10(F=-5, B=-5) XN#q Nnfe MyN. rNit+tk'ill)ClI7SS:Si's;lfY; 611illi lfldf X(:hC9IICXS (1S1uM A7,1,eXiM FpidfXl'Wr. INAt kup rgtadn11a11ee11dPt rt#i'e5!inyeAnlq;(r4;ek dt AAxrl laa4 Nf fldxwu YNkl Ir!f 11d:f1 peer+nt GdMr°e 16D. rgIY lNle tremr lv'eI,,: td k -elh HeIM, k.Nl. fie -6e qt leprN ,t N-dl. ;epaw , td rrr lXp:l , aN,e}tatd,kr dnmW Nt eeNup regrs,kllh) nt /ts:lt. dlk r:n+el kfeW r°e l6D Me. WNI?s.l..k4 la n:tgp rs Ur l crnnr:.!Nldllnr An'hwy T. Tpfnbo ill, P.E. N/ Ov,I.4 1'1#tit,#.MkNNdmeQ'+krRt9+#itNeblkpngNlklwlNy6elk:•.q,se:r,ndl#d(.r'.Krl°tlxey :threlxl'ItgNt dlt,VWk•hld tH..MgWdkllgrpens1111MraikNqklke#.. 41n0 30081lwvarXn:pe tr(ke'N+e.t:ra,!snW.ft MOM 1.N!nnl rlrNldwN'kplNq cee*+tq Sdm lxLnN,r urr di!hHk i+tl ,Nlt#'tlt f#'q ptNe: geJrc l/lkhrtlr t,pefnAnt!r4M.trlel n:lkurwln: hs c iprN aN 1#.twtdrr.N Olt, 4451 St. Lucie Blvd. NNnN IdiM F f :H tq giNf qr # rm,q N dl rNlrl kcerN. rr Inu r, ae.+pkx :; i,. :.e {.rd'!r .es.l#f. N 1 t., S run :q.NN N Al #q W,k.ldak N.: Nt n /kgel n Irll. t F°rt Pierce, FL s'4o46 oprrilhl 0 2R16 A l Roof Niles - AmhoXp L lomha III. R.l. Rep ollocion of tl,is lolunem, in oXl lo,r, is prohi6iled Nilhoal the Nino pe,milsion Iran, A I Roof Irowi. - AXA,onr I. ton6o IIh rE. Qty I Ply I RYAN WRCBBA IHJ4 Al Diagonal Hip Girder A0028158 jJob Reference._Lop[io 94nalL-- 6, des"altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:02 2018 Page 1 ID: SnVy7CbHjYiMw41j1 ZFNRfyxBcZ-gVZ2Mf4G44iCA5QK47FyZQazHxG1 mNOpgfOaxdzHcF7 1- 5-0 5-7-2 2x4 -._ 2x4 -. 7- 2 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.05 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.10 4-7 674 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. l It-...- -- — MiTekrecommendsthatBtahilizersand required cross bracing be installed during truss erection, in i. accordance with Stabilizer Installation. guide_ REACTIONS. ( lb/size) 3 = 143/Mechanical 2 = 329/0-10-15 (min. 0-1-8) 4 = 84/Mechanical Max Horz 2 = 97(LC 4) Max Uplift 3 = 79(LC 8) 2 = 153(LC 4) Max Grav 3 = 143(LC 1) 2 = 329(LC 1) 4 = 101(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph, TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 153 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 43 lb up at 4-2-8, and 38 lb down and 43 lb up at 4-2-8 on top chord, and 5 lb down and 8 lb up at 1-4-9, 5 lb down and 8 lb up at 1-4-9, and 15 lb down at 4-2-8, and 15 lb down at 4-2-8 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-10(F=-5, 13=-5) 10=-18(F=-9, B=-9) PLATES GRIP MT20 244/190 Weight: 19 lb FT = 10% L: ay P4.0 Mr.yd. ranee Ea AItJ[.R"SiS;'ittfft i6[a'.11; lllkf t,:.Mll(aSltl`.xxT7,7,;C1 di.B;YfA'•la.:.le•dr Mu¢N.wam..Eirol rpE:aq.l.••:,3.;;p Aniy!!Gf'; ad Rt 1.M.11 I:ak B:.. P.f. ftlata.0 ai t n+ Uddntak•.ue ;tad a!1e 10@. +dr Wlel: aatW tw N.h 01WMIQU.'ad. A . rns Desq.lyro.a u.Sp:iMrt.pmx .at wlamtbh rpe a.saw:.pxedne pdnnad ryw•aynyufmml. Ia Nt BEM :ale 1. Mt NaMtW ale..ya t i 'k NuM nswinm IM t.aana: unmmh Anthony T. T,^.f`& ili, P.E. ad. a Aar tt S..nlwWyistwl fW'*1.!dna0.a. na U.w,ea mdgwre:'twWw"befri, 4t 80083 4451 St. Lucie Blvd. MGn%a{3esyatw(aE'W^.AI. at:fwanelhpwi lapanar:wltxlWutdneWlwy(.yfaMLM!Ix'.ean.Nl:Idb+Me,yiMdSN4at:M•+MeE'apam;JmlR'IMYw,Ir ynfn:0liwdserct/i.1..+tsikupwi:ntklgsi.paaaetn.,a.M.!xawbt, Nanu ltti.aho;M M.peN Wunaly 1. dl twin nc+tei. lk inu ckutw!.pwi, e.: hf=+iaf Bes:hw.al ,,.rc9a E+peew Ear wlhy All 1Fort Pierce, FL 34946 1 aprriRAl ( fs lDl d A l Rnol fiuues - Aaiboap 1. lombo llf, P1, Repioduition of this dommenl, in any lo±m, n pmbibiled withom the aanea permission ham A I Roof Imser Anthony 1. lombo lll, P.l. AN HOMtS I DLL•" AVU,_U , BA ADING (Psf) 3LL 20.0 COL 10.0 CLL 0.0 ` iCDL 10.0 1 fU55 Diagonal Hip Girder HJ7 ce. FL 34946, designQo altruss.com - - - 2x4 -- SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 UMBER- f0p CHORD 2x4 SP N0.23OTCHORD2x4SPN0.2 WEBS 2x4 SP N0.3 BRACING - TOP CHORD lied or 5-3-2 oc Structural wood sheathing directly apP pudins. BOT CHORD fled or 10 0-0 oc bracing. IRigidceltngdirectlyapplied - -- required MITek recommends that Stabthz tnlss erection, incrossbracingbeinstalledduringaide J accordance with Stabilizer Installation g_._ REACTIONS. (lb/size) 1641Mechanical 4 2 = 54310-9-14 (min. 01-8) 341 /Mechanical 5 = Max Horz 152(LC 4) 2 = Max Uplift 102(LC 4) 4 = 203(1_C 4) 2 = 60(LC 8) 5 = Max Grav t64(LC 1) 4 = 543(LC 1) 2 = 341(LC 1) tional - - -- 11 105902 2018 Page 1JobReference_oP —tn - fOaxdzHcF7ZoaxxBEmEnpg ID:SnVy7CbHIYIMw4lj1ZFNRfyx8cZ gVZ2Mf4G44jCA5Q K4 1FY gg.120 s Dec 11 2017 Pnnt' 8.120 s Dec 11 2017 MiTek Industnes Inc. n a QA-111------ - 4-6 5 --- in loc) Ildefl Lld CSI. DEFL. Vert(LL) 0. 1 6"7 999 907 360 240 TC 0.63 Vert(CT) 0. 6 7 nla nla BC 0.67 Horz(CT) 0.0202 5 WB 0.59 Matrix -MS 2) This truss has been designed for a 10.0 psf bottomoncurrentwithanyotherlivechordliveloadnonc loads. 3) • This truss has been designed for a live load oaswherea rectangle f le 3-6 0 taonthellby200widewilomchordinalllfitbetweenthe rectang other members. bottom chord and any4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by, di others) of truss 102 lb uplift at to bearing Plate capable of withstanding at joint 5. joint 4, 203 lb uplift at joint 2 and 60 lb upliftshalljoint g) Hanger(s) or other connect concentrated load(s) 38 provided sufficient to sau1Pbe8, 38 Ib down and 42 lb lb down and 42 lb up at 7-0-7, up at 4-2-8, and 67 lb down nd80 l o ntop chord, and 67 Ib down and 88 lb at 1-4-9 5 lb down and 8 lband5lbdownand81bup14lbdownat4-2-8, Lip at 1-4-9, 14 lb down at 4-2 8, and 36 lb down at 7-0-7, and 36 lb down at 7-0 7 on bottom chord. The design/selection tlch of others. connection device(s) S section, loads applied to the 7) In the LOAD CASE( ) F or back (B). faceofthetrussarenotedasfront ( ) FORCES. ( lb) Max. Ten. All for 250 (lb) or less except Max. Comp when shown. TOP CHORD 2-11=-10881250,3-11=-10321251 BOT CHORD 2-13=-3370032, 13.14=-33711032, 7-14=-33711032,7-15 33711032, 6. 15=-33711032 WEBS 10701349 3-7=0087, 3-6= NOTES Vult=150mph (3-second gust) 1) Wind: 6ASCEmph TCDL=5.OPsf; BCDL=5.Opsf; h=15ft; Vasd1; Exip h; i_0.18; MWFRS (envelope); Cat. 11; Exp C; Encl., GCP sed ; end vertical left ntileverleftandrightexporipDOL=1.60 LOAD CASE(S) 1 25 Standard Lumber lncrease= 1) Dead + Roof Live (balanced): PlateIncrease=1.25 Uniform Loads (Pa20 f) Vert: 1-4=-60, 5 Concentrated Loads (lb)42i13=-10(F=-5. B=-5) Vert: 12=- 83(F=-42, B' 7(F= 36, 8= 36) 14=-17(F=-9, B=-9) PLATES MT20 Dead Lpad Defl. = 1116 in I V N N I II IN i I GRIP 2441190 Weight: 41 lb FT = 10% ca late exposed; Lumber DOL=1.60 p 9 uk, , , aNNn 111 N9 1 1[ G Nt A, tANii IwN! Il {d 4nr» ,NYnN AN Y"t t±M, + WI p1 N 1t 110 Nh Na lwl / 1, , pN IxNa#. Iaaat tN tN NI NI,1 Xt tt '}'1i q. IIMn, MIa d X,', IN.taAhd ICk Z kkl' M. i.A,N 1,W yNul WRI M1 .1.6.k*d al aq I YaMa-'+a N:Ht NltgxlFpa dal pdMtfXd lq le".. dlN•OD,dX hll dM'.n>tl nt M SN:nYt f,YN"'A' aNNt 111 tpet f1.I.,sI G, aMa let.k'1"'1"„' 4xxg14tuIlaMN!ma'"Nt tli4'(1ttSeS dlfl^alll'. ilUlSt(I:`rlIG111riilkh'mtk nt unaAlN lK. stl N/nxN In q Nc N/P11. lYxt. Ir. IN7N. tr eyXtWmt N4 Mat k111i;NN.NIt n XI.Ntit/MMijtl la a.dA [ t,. 1 N , p (_1;, {erANgltr III1. k .talaN MI NN Nlm kroth _Re0 1 tkml OR", awtW 11 aa14d N rs atpoo.aX /dada tNNIY4N[ a'aN' 1 N.a•.1.. N.aAe 11Y,NMpnl (N NI twItIM Nnf talMl(a!{W t t n, ka:e{ 1 tpa , d 1. II, Ina avt a tpaa ,14 ae { Nn{ 1,51°" Ot'NufdtN lv aaFaf apNl gNavmiq 1. dlW tin N A dl hllfl110AltxellrouesAmkoAll.lYmhalp.Pa teplxdadlol oflklsdoronlnt.lnoeyto, m,npwgl6ded ailM1exl lM1t rnnehpmmntien6YX F I tool Leuet-AalM1xnri.lom6Y11, P, t 30083 4451St.lurL Oi44, 6 IJob WRCBBA RYAN HJ7A I Diagonal Hip Girder A0028160 paltruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:03 2018 Page 1 I D: SnVy7CbHjYiMw4lj 1 ZFN RfyxBcZ-Ih7Qa?5urOr3oF?Wem1B6e66BLZNm VzvJ88T3zHcF6 1-6-1 4-9-13 9-8-10 9-9-0 1-6-1 } 4-9-13 4-10-13 0 -6 300 II 1.5x4 It 3x4 =: 4-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.06 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.11 7-8 999 240 BCLL 0.0 Rep Stress Iner NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-44 oc bracing. MiTek recommends that Stabilizers and required fcross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 5 = 158/Mechanical 2 = 458/0-3-8 (min.0-1-8) 6 = 309/Mechanical Max Horz 2 = 203(LC 4) Max Uplift 5 = 127(LC 4) 2 = 332(LC 4) 6 = 184(LC 8) Max Grav 5 = 158(LC 1) 2 = 458(LC 1) 6 = 309(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-560/291, 4-13=-494/281 BOT CHORD 2-15=-390/489, 15-16=-390/489, 8-16=-390/489, 8-17=-390/489, 7-17=-3901489 WEBS 4-7=-552/441 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 5, 332 lb uplift at joint 2 and 184 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 115 lb up at 1-3-7, 89 lb down and 115 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 73 lb down and 119 lb up at 6-11-6, and 73 lb down and 119 lb up at 6-11-6 on top chord, and 11 lb down and 17 lb up at 1-3-7. 11 lb down and 17 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 37 lb down and 23 lb up at 6-11-6, and 37 lb down and 23 lb up at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=73(F=37, B=37) 14=-81(F=-40, B=40) 16=-2(F=-1, B=-1) 17=-50(F=-25, B=-25) PLATES GRIP MT20 244/190 Weight: 48 lb FT = 10% irrN lleett nx}rytlr rent. Axi Mi 114Zr'illrr: Us 'IL RAS A("Q11LMS f1Sl x # l;lyk:R':ipjAlEl' 1- led, knp rrteen,W tNsen.ro,1-}: i}s{e At.syflt4':ue on A-'-'l lnrie ai. l 1. I'I"n" Son! W%tl nt fkl"A-" 004 k nt IN ,mq uwnlltk wy»'s M k to I..%INl k MW l: 1 }etnitlyl}le I,., Ipe Nlr repr att tlrlw lhO tp lM RMiWOet li IN pdNlMM ty ltt'ly i!5rM5d11nYy Mett lkd nt tr;kl IYnreMM ltdl Y1! Wry lkI 7loori tS.0 1.e4z"noo! mdtlm Anthcwy 1. 1irrbo 17, D.E. wue 0"1 h .MlliyisAM ptvklmd}k1..1WQ..""Wwo"W..Ik Irll lbnya_•.a t* nrtlAla lY. I! R Wtk h.0 lx1.'le gpen d}k'hd eN x.l# dnA lnsr. IMy LaMirq. mof, •dlo nekt1W 4,w d =80083ZtAios1—Armarimpm-nefrdnetdn}p INp( raenSna.la9nenwlfSfMNisken§a>I,IIAa:rtl}weE pinipJoxenIkhn;sresp nJf MteeE.MY1}I.n}Deup!}1.e}.ks :Ma•na Ofrt,sM eNa saieti 4451St.LucieBlvd. IkeIn k'Je p liA;!;k iwxyv<s:ym.xl- Srs.exE}peai dnrl>r114 All[WftJAN*.sor neetnNu InI _ Fort Pierce, FL 34946 opyripM(0'1016A-I tool Cusses- Aolhonyl.lomhollLP.l. tepmdvoi000fIf" lomnentinany form,liprohihiledrithemthe rnpeopewssion how, AItooflrmerAnlhonrLlnmhoill,P.f. Job Truss ____ Truss Type -- -- Qb PIY RYAN HOMES / BISCAYNE BAY WRCBBA I_H_J7V_ Diagonal Hip Girder 2 1 A0028161 Job Reference -optional),----_..._----- Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:04 2018 Page 1 ID: Sn Vy7CbHjYiMw4lj 1 ZFNRfyx8cZ-muhonL6WchzvOPaiBYHQeffKjl u_EA?68zthOVzHcF5 1-5-0 5 4-15 9-10-1 1-5-0- _..._._..._..._15 --- { 4-5-1 -- a 3x4 -._= 1.411 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 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 4-11-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 134/Mechanical 2 = 540/0-9-13 (min. 0-1-8) 5 = 370/Mechanical Max Horz 2 = 152(LC 4) Max Uplift 4 = 82(LC 4) 2 = 202(LC 4) 5 = 83(LC 8) Max Grav 4 = 134(LC 1) 2 = 540(LC 1) 5 370(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-1 337/343, 3-11=-1268/351 BOTCHORD 2-13=-423/1255, 13-14=-424/1259, 7-14=-420/1267, 7-15=-426/1249, 6-15=-422/1262 WEBS 3-7=0/270, 3-6=-1263/424 NOTES- 1) Wind: ASCE 7-10. Vult=150mph (3-second gust) Vasd=116mph; TCDL=5-Opsf; BCDL=S.Opsf; h=15ft; 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 5-4-15 1411111131 CSI. DEFL. in loc) I/defi L/d TIC0.40 Vert(LL) 0.05 6-7 999 360 BC 0.58 Vert(CT) 0.10 6-7 999 240 WB 0.48 Horz(CT) 0.02 5 n/a n/a Matrix -MS 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 4, 202 lb uplift at joint 2 and 83 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 43 lb up at 4-2-8, 38 lb down and 43 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7-0-7 on top chord, and 7 lb down and 8 lb up at 1-4-9, 7 lb down and 8 lb up at 1-4-9, 13 lb down and 0 lb up at 4-2-8. 13 lb down and 0 lb up at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=-42, B=42) 13=-6(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 10% Ivy Pinu UMN, I— 1* *11 Ut rl.I;Si'A:Ifr'a 61144, (FINS r(NIIGIIN WA M 1 1M,*. ;9fN-Ina. Wo,hxp lamne,WItal po-tMq,lnn.Ar."hnly Mr. .MeA14pr 1 larks ui. P I. to... DMts: Moran, all"so 4t'"" M11! ;IaM.nl laa aM.Mrulta Ae lNl la prpl. l: n, Deslll fl;fra o<' D hppa it utl ll w. IOD tl MI pn lN;a MIM IrlMSnpd tyaee'Iy MtIpSADpfT Mt lKp n'ue tali I. /p'I"ph iDC In. Wa iR 1. •M ks.p n,wpps ilpap lelmpt. saMMMr An'hony T. Tombo 11, P.E. p/ udiltr:'. i 11"", It. RM Wm 0N3 n.MC+NItIa^l'"lJnla1.widM;Dnpa,.ar-411AVIt"it4..MIIt1.9k.dq:" sifIN 1t1Ip11ahe'411p4p.We AIk•nt.ale6,1WAII.Ile aMD".9klq iIoepM q.IA1b0 z 80083 k6poe;It,ryean(.-ra ll:'..aftIN"Ippaltr:Wlr"MM,0Ike WINJpj wwo4 W.M..IN.NW,1"4IMAWAa'd na1.F.c r4se,Rlpl.y1, M,1,Ya,1wDo",i.K,).,VE ..mr,r.tMwt aap xn 44515t.LucieBlvd. lie. nu/elil"Ir a:M M 1pe"ylln vnliy Md!Ime,math. Ile lna,a-.z,'ynnl,s QiYMMMy Dngpl..xt. .,Snxe;yma e:•sr laMrol 1n IMNl r"itas at nleemla tll1. Fo,t clerce, FL 34946 CappipM/ fRldAlRaolLusses AolionlLlemhollLP.t. Reprodu0ioeofthisOwasso, issty hIse,isplohiilledaithoulthe nlflle0petmissioohemAIRoof Nsu, AotheosHonbollLP.E. Job iTruss Truss T evp Qty PI v RYAN HOMES / BISCAYNE BAY WRCBBA 1J3P Jack Open 5 1 A0028162 Job Reference o tional)__ Al Roo(Trusses, Fort Pierce, FL 34946, designa@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:05 2018 Page 1 I D: SnVy7CbHjYiMw4lj 1 ZFNRtyx8cZ-E4FA_h78N?5m 1 Z9vIGpfB3CZW9K6zkmGMddEYyzHcF4 3-0-0 2x4= 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 8C 0.14 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ _. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces 8n MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard netu9... 1: xtrv'+ryr,rtx, at npled; hwir,ro.pposka. eW, lmd[0grnknt nnmpe Mf. hAr. nMrrxtnOt hnrumxkry, • wMdnddx. l Ip,00n< xr,tlnmIk, d0pneswtgtnwRe(,peMltrnr.pt MIda,.} 4r, Nagehm0r, otFe: pI, Mr Aa,I fOraLqt.+, dndnm,t nLl7wennq: plpO3mAexpmtnr ro1, t,SUrrrpeexMteie,+rkpaeS. roenwt WmaWprdWS„NlltAinryatlteldqtan.d, eeyu'aw exyp_«ma; tinnnopme: lswhlgr mIi) Kn. I falqln1r. tI,C1-,nnpnAL,:1Aatltlrl5.kan.at . ae4l . Id... a:vtpwn,1. n. 7n Idfnry: tan YnIInatotdMAx#dne: ey1'0M0. w- x5i MWVNM;" Im, d..dlwlAn'honyT.TomboT, P. E. Wx0%!IT Mmlwlc""M pnlbimdee} n.Ikoeri,eay,Ng*.:,WlIUqO„yu, Nwdlkl Z $0083 4451 Blvd. Fo,t; aerce,I' L 34946 opp.lb1 * 101d A -I Fwf Gotten - Anlhomy Limbo III. [.I. teptoklion of this iometem, m any form, 4prohibiled without the nnven petmntioo hom A tool Inset Anthony I. Iombo III, P.I. RYAN HOMES / BISCAYNE BAY AO028163 WRCBBA JJ4 Jack -Open 2 1 Job Referent Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 Mi I D: Sn Vy7CbHjYiMw41j 1 ZFN Rfyx8cZ 1-0-0 4-0-0 2x4 =_ i 18 Paae 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 4-7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.02 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M I T e k- recommends that Stabtlizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide._ j REACTIONS. (lb/size) 3 = 99/Mechanical 2 = 225/0-8-0 (min.0-1-8) 4 = 51/Mechanical Max Horz 2 = 86(LC 12) Max Uplift 3 - 60(LC 12) 2 = 60(LC 8) Max Grav 3 = 99(LC 1) 2 - 225(LC 1) 4 = 71(LC 3) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=S.Opsf; h=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 60 lb uplift at joint 2. LOAD CASE(S) Standard ie.wq ppte!krarytl.iMle lk'IIIJC f17iS:Sl'i1;.Et^, 6EFi11; RIMS li4GI11CYS (1Sf]M ¢tl,2;CrtF;[P MU^lae. Ie:At kup laAaNn:Wtt ain nehtl:+t:l .JlenhfW';ekM kn:Aetl lesk It lE. Idpext YtP kl t ne §del: ttk:nu NMMprit ip6 art ml ,xn xler W:R s Iklm lhOmktNd t: P Me.epkw II p tmtpeet +r tNxmr P6 p r xnpp NMtpd.tslAeMtga •wrieyonNl a n lti{ N klaptl Iry Nut IW N dwl-I 'ken:pttunptn uMaitwpuN! tAntllk Anthony T. Tombo li, P E. 4ovi! 4,.!No" 'he 1P-Iotft!0PeN0—,.",'f d.:Iklwlmghmlpw.atk;Nl IaIMIt',VA, .4tkletNe-•il'!4,.1fm1 It rye I0No'00 dW1.M I NA .Nt.w'oii ]{mfsr ltMllMwoWi,.m ow..W-fpiv0.of ;v 80083 keV> 53At:prtw(a'ttw.il'rxtewew.MlOGtNnepmanWpl/tNAttNlkklMq(eelaepWmlt6nn M.ApN-Iknott%MSNAx::tlp>a;e3Ytpten:p:Im.IYIk'w;4Atpn,m,tNmxtr+At.,,.saute«I.t>r topxwaau.,,p.,dA: n...,; 4451 St. Lucie Blvd. t] t=>tke ldiM 4t a.eN•aN epM tpAn xnnMkNl {p_sntntel. lk fn:; [zua (ywu leil M{M{.J{kf'pp. wll.: tt.lf .fplwlf9Y k11$.ii A11.8 Y. t!e Ydi Mf Mill'W IA IpI. , Fort:Pierce, FL 34946 opoilAhto 2016A Ifootbusses AnAooyl.fombolll.P.f. Aepmduttioo of lhis dommenf,m ony form, Is prohibited wahcol the wutlen permssion bom A I laof)rmses- AnfionrLlomholll,pd. Job 1- truss Truss Type Oty Ply RYAN HOMES / BISCAYNE BAY A0028164 WRCBBA J7 Jack -Open 6 1 Job Reference ptionalj -, At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:06 2018 Page 1 ID: SnVy7CbHjYiMw4lj 1 ZFNRfyx8cZ-iGpYC08m8JDdfjk5JzKujGkaoZY6iB?PbHMo4OzHcF3 1-0-0 5-0-3 7-0-0 5-0 3 — .-.-.-._. 1-11-13 3x4 -= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.19 4-7 444 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.24 4-7 349 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 = 183/Mechanical 2 = 342/0-8-0 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 3 = 113(LC 12) 2 = 81(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(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=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 81 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Dell. = 1/8 in PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% U., &..nwf net 1 13 IYJ';S •'>t Ifr S 611H1 INS 4 MATI .0,0 3VE11,; :•F,i ott"Ixa. lt* kip {xmdenW.4-9.-#, S.n k:r sitWWI I I" I:. tI. M#eteeU 4.e ese. Will see i"t, IUD ary Iktts,exe:#rrAv.tW#ecN tx MiMn#eA#. f. etrnthesep legw, ie. Set»ar.epx:,a uNxx. Nh epeuasxrureNdpNwlxtlpm..y uyxtilnMVt#les}adt#:opl Pet; y:mlx MlQp #h. Wal?ti :#h:p nuapx..Iw q.eea.xs tmNimt An'hony T. Tornbo ;I!, P.E. W tiei,4en eNOt-104telithetWi# tta InSd9.mnw .No-l';.1t9WA.rt.4"IMupr.044W t;} VZ80083 t roekeaapaxgmew(astr.i{xatulenta:eird Wl#N.nmalxklaaelnePaNe{(eyxemFAenlwamx:NS<Wht#4#tNW;NAarrdxeei'eptnepAmeR.lxaee;aee#emA:i.nW/ea.stkel..ntRup#:..kt iepaWtm,Y+Wra.erw4tt 445tSt. 1udeBlvd. e'k:.lu ki#eeNe`.xl^ eaeNeN axevnnphdl{enrs mNull#Inu 6eup;epeexufCt Ge {airy $ci pn xl•,41nba">Nxxfar xAky IltsnW:iN b'sl #txldeNxlN1. tort Pierce, FL 34046 opp.11il V 2016 A I foal Imsts A.IAo.y I. Tomb.111. P.E. Aepmdoaion of domment. in ay loan, is priiMned wilAem Atxlitlen ptm,.we hom A -I tool Items AotAonr 1. Tomb.Ill, P.1. o russ russ Type Qty Ply RYAN h WRCBBA J7A Jack -Open 12 1 Job Refen Al Roof Trusses, Fort Pierce, FL 34946, de! ignQa a1 truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec t 1 2017 ID:SnVy7CbHjYiMw4ljl ZFNRfyx8cZ 1-0-12 6-11-4 1-0-12 6-1 is 3 0 5 3x6 II 4 c LOADING(psf) SPACING- 2-0-0 I CSI. DEFL, in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.13 4-5 608 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.20 4-5 397 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 351/0-2-12 (min. 0-1-8) 3 = 178/Mechanical 4 = 80/Mechanical Max Horz 3 = 175(LC 12) Max Uplift 5 =-182(LC 12) 3 = -53(LC 12) Max Grav 5 = 351(LC 1) 3 = 178(LC 1) 4 = 125(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-332I602, 2-3=-184/350 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 5 and 53 lb uplift at joint 3. LOAD CASE(S) Standard BISCAYNE BAY AOO28165 11 10:59:07 2018 Page 1 Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 25 lb FT = 10% Suuq Ilnne!Ixlgd. re+.+tx 1 I i r 16 ss3 NiitrI fAu A. INNS t (-1Cat{Cw, (1',lOd I171 , A.te,6,;@;dtfl I.x.. ynM klP I.nders W ieN ntts r lyc I•<510.; OtM1ry l[0;' a {Ir idro! 1 IeeL r, I I.Id.e.+Yrr wee ese Udes: dNrnsr ddd ro nr iW. ro':Y Will ,-.V ",1 114 4 1.9wIN 0011091d. lse 6e pflpnr i ro nr Egx+x; 1, udurl M t"llp ark :4yrf GI'rN ellelW +d. •qn l%1. -&{. :p+n:wN ro.NNu •Iwnwf. smWPo. AntIl011y T. T01?It10 it P.E. M da.sin S t.NyisfM 1 NiMdFkh1 11rQ ri;o4a gNea!I:IRIniApOelgM' 4hr!ron4dM1l; AeR:r/n 4+dlw.e.;lNrtl%i. eygled{1r 06aNro.hd1 1a6e. rs...IMyWd+q,mye sMld.lmeMu4g 1dNhe yrsAfi.d « ' 30083MWHIhzyarw(pAYMr.A!tra-rn.M100 w1{ro1a11.mf ixllln sd4 Hgy(eeymm iM%h44mr xr ldl ske%I%MNllnrrduex+Jb pind poleu it la msle'nlnsti. nrsroe Mwslf,l.+s:l%upn.ns )rtr: i1p11n sl li .s.lMr;su. x@s> A..-idmo ,xoM 1p,dp .,M l.d I" 4+deldd 51 $I.0083Lucie . lor!n:; ,m,y ru.,1,;,Md.10es:pa,.1.. ..4x4e:ywndos l.dAy AII:pAdallW4s.sm ld.d.INi Blvd. opyrillo c, 2016 A I toollmses - Anihooy 1. Iemlm 111 P I. Reproiodme of 4is iommee4 in aey lore is proh@ded+ritheot the nines permistiol hom A I Roof lrmsel Aelhely L lomhn ll0l. fort Pierce, FL 34946 WRCBBA I J7G Fort Pierce, Truss Type Qty 7PI ZRYAN HOMES / BISCAYNE BAYMonopitchGirder11A0028166 eference o tional s.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:08 2018 Page ID:SnVy7CbHjYiMw41j 1 ZFNRfyx8cZ-ffxJdi91 fwTLuOuUQOMMphq 1 oMSsAOgi2brv9HzHc 3-4-12 i3-11 3-4-12 0-6- 3-0-15 1.5x4 II 3 2x4 = 3x6 II Jxm - 3-4-12 11- - — 7-0-0 3-4-12 0-6-9 3-0-15 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.06 5-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix MP l Weight: 32 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide__ REACTIONS. (lb/size) 1 = 719/0-8-0 (min. 0-1-8) 4 = 917/Mechanical Max Horz 1 = 124(LC 23) Max Uplift 1 = 182(LC 8) 4 = 286(LC 8) Max Grav 1 = 719(LC 1) 4 = 917(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1362/334 BOT CHORD 1-9=-391/1244, 9-10=-391/1244, 5-10=-391/1244, 5-11=-391/1244, 4-11=-391/1244 WEBS 2-5=-226/977, 2-4=-1430/449 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=O 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 1 and 286 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 42 lb up at 2-4-12, and 587 lb down and 176 lb up at 34-12, and 404 lb down and 119 lb up at 54-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-96(B) 10=-587(B) 11=-404(B) Mp.v PA. -.I*'.—Ill t 1 e31 MeWs,PS! L fr. W!, It I ZWI t NIT 11"7 p Wit-,ACN1xtlmfir V. flit tenet.-: W.e WNt. ib iNlp V-4,1 Aro 40. IIwN IN I Id -!heel Ma te. tldtt; oar umd. U lab I. a;<It.popFpntitAN..eMi 64tlpsaAtls t.,etaNtyae«,esntW srmp,n ap.nta,p m,.p„wp.paint;w.„y.w„gN,ra, ,nn+ayaa:.,nt1gW,.1.110W, —ln 1 Ill Mvnt.:r— pq:acaw:~I, AnthonvT.TomboM,PE. pa .enM;i Ip..p xy.sx. y.:w:.alNc M t.m.- NNnppa R.r.N.::«..n. en n,at e a podt:pnM4.1i* lat A 1 lump ddt.INpe. W..0Mint ech}4wptp twrp d k. IM IWP P w!"W'wh 0 = 80083 m4dkNi[nsgw.l..eM,.:AWe'N.asS.i,$'.Nb,sMfM}nM wdieRksG..q.epSdxMMwim.t,.:deiwll'pWSklpe!dp N i.'dlnl.. 7p.ipim4p.u.pusp Fwt.eMutd'.MGauh-.:ya.!nenWug.t.wlrxlla.lp!+eerMeu 4451St.LjieBlvd, Ma+.t N?x,.l 1, . (.Npi ytt/ 9. p.., k W C /slxs a d•.e.:W i,.t. 0esye,yro.e. t r,,; g, {nily brt rY u -n. Snlea Lgmn d N! Wdpy. lL.gd.h,3l Me: re.t lebert u ip l FO i i Iu r, `I. 34946 opyrig6!>: 2016A lAoollmses Arwyllombolll.N. leprerm000llbisdarmerf. in on lolm.spiobibded enkiut lbe potter petmisvrnhomA IAooihusuc Aotboeil.lombolll.r.l. Job Truss Truss Type Qb Ply RYAN HOMES / BISCAYNE BAY ' WRCBBA J7P Jack -Open 7 1 A0028167 Job Reference ptiona1- A1 Roof Trusses, Fort Pierce, FL 34946, designQaitruss.com Run. 8.120 s Dec 11 :?m Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:09 2018 Page ID: Sn Vy7CbHjYIMw41j 1 ZFN Rfyx8cZ-7rVhg2AfQEbCWATg_5tbLvM9TmbfvV3rHFbShjzHcl 1-0-0 4-5-10 7-0-0 1-0-0 _ l414510 ----- - --- _- - -- 2 6-6 -....... Dead Load Deft. = 1/16 in i 4x4 =-. 3x4 - 5 7-0-0 7-0-0 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 6-9 363 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.19 6-9 435 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 28 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 37/Mechanical 2 = 340/0-8-0 (min. 0-1-8) 6 = 240/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 4 = 38(LC 12) 2 = 169(LC 8) 6 = 153(LC 9) Max Grav 4 = 37(LC 1) 2 = 340(LC 1) 6 = 240(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/282 BOT CHORD 2-6=-470/248 WEBS 3-6=-305/578 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 ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) r 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 38 lb uplift at joint 4, 169 lb uplift at joint 2 and 153 lb uplift at joint 6. LOAD CASE(S) Standard U a rNeu dweerN. mar ke'r IJC A.SI.'if;lll-e Qlitk!(;IdS1(^•IcC111CMSr7SILN1 iltl;l;CltiF,E};dfAl'Ix+. ferry kvp rpwuus eN and+pet lern,'^las 3e:p JtnrorilG9 eN ne 1pNerl 1prn ll,r(. Ippeal Uee k't e na Ildes; eMrane WN not lAA. r! WI aexn{Wi {op: kluifx nitlolak-pd. it 0e ip true (i Sn n.up-: d .IpO nr ep npceeuke Nlk pd :ixp ery:an{ilyps,6lnrh net :rsuM:ap I. W .N m1UD W! Wnin.l N! 1 n{!np•!n hay pp .. uneNuy Anthony T. Temba ;It, A.E. eN sdn:s;:e{Sen Ml/ar It 1p fl{Nmdne O-ex lk0ausep:srNeK.felk Ml/,yfkt{ye elN;nleldMltt.3ld;a/n ledt l:»:N st rkl ll ggeedne:DP IN enhN dne.ss.ul6p MN y..R.rye sMlpin nkNu:n W4eM e:rw+l nN 80083 4451 St. Lucie Blvd. n.4nvni 1F4:pa ullN.M+! llinit,tu'+Ik 1p[n/1Nrid eS GL pdd{ntdnl MlMy [1BysAM let hlY.e•ntN t(Xr.11skeN f I WSHA x. edp NM reme!p:Ime R-I khp.Mrl pae pe: s0 bxn tl,n:hupn in. ksp iepun Wiry ,FyaFgv ep w::sZt4islpcpnenLinpoylprm,itpfp6i6itedrrit6pulPotrliueppermittioahpmAIRpof/totter-bfM1pnrl.lefnQo111,P,E. Felt Plerce,FIL 34946 Job - rnss — Tluss Type rYANty Ply RHOMES / BISCAYNE BAY WRCBBA J7V Jack -Open 1 A0028168 Job Referen optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. FriMay 11 10:59:10 2018 Page 1 ID:SnVy7CbHjYiMw41j1 ZFNRtyxBcZ-b2232OBHBXj38K2sYpOqu6vFZAwbe_??WVK?D9zHcF? 1-0- 0 7-0-0 - 3x4 c LOADING(pso SPACING- I 2- 0- 0 TCLL 20. 0 Plate Grip DOL 1.25 TCDL 10. 0 Lumber DOL 1.25 BCLL 0. 0 ' Rep Stress Incr YES BCDL 10. 0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. KTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide:. REACTIONS. lb/ size) 3 = 183/ Mechanical 2 = 342/ 0-8-0 (min. 0-1-8) 4 = 90/ Mechanical Max Horz 2 = 140( LC 12) Max Uplift 3 = 114( LC 12) 2 = 79( LC 12) Max Grav 3 = 183( LC 1) 2 = 342( LC 1) 4 = 128( 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=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Dead Load Defl. = 118 in 2.00112 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0. 83 Vert(LL) 0.20 4-7 423 360 MT20 244/190 BC 0. 70 Vert(CT) 0.24 4-7 346 240 WB 0. 00 Horz(CT) 0.02 3 n/a n/a Matrix -MP Weight: 24 lb FT = 10% 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI[ TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 79 lb uplift at joint 2. LOAD CASE( S) Standard W : xp n.unxxyd. rnxrik eld]E.nf+tl iE lf1 +6(I,dk:. tElNsd('•(d11:MStd`.lk ltll l,n.01;)-orlfA M4. fe.M1f letlptN+®NxtW WW 1a"I`e5: df€1 ryIt4;WIk LIMrl lax/ G., n.IdtlIXI SIN. f W%ow—,:Idd., V. 1K Nq thl" N• wrvn.IWle-dwne 00.WNm.1:r.rn, Doty. 40—"_spf.nil.ta#N:1.udxm100.Ine:a!s.xnP.•+d.eryd:,xad uraar•xr"'WAIIM 1, 1W dfs.Ptitle s+yf hxs dfdnd N w IDD Nl,. rdx iM.1 1, d"r xvrym...d:p;.Da '"lei Anthony T. Toriho;fi, P.E. xinedl;r . L•NrMlnyi,IW dNvbW dW m IworN'041..dtpMklWI.Wq fupr tk W edh1Cnf,K Mn IIdMN•, Nfw tkl -6pr dINIO.I. t.d l do m, •I04WAq wp wish.rWx NI'WR e,ryN,4aMd a 80083 nl Fvi: gh,laa.Wlw'Ye li.i„xir.IW iOD+N ntnMxftMPddwldnf Duey (NPaxO wen xn wa i(r Pdlfkd>f In Wllflx`'d ftd hl P., Pow In-1le—It HpMi.kl'Nt.t dme,.net t!rvuP n;4.p9 JiNn aadlr:, Ma.Ixx,x. N!et: 4451 St. hide Blvd. aae!.,v ldn. l;s Nxan+Ped..•rlmp kdl r•feS md.A r. t.t rs.N.,p.x Il lfl of t+14•d df;pP. x1+.,Sn>n EpwxfwlWny III,yld rd try, •I xddadnlnl Fort P!erce, FL 34946 opyri'At 1D16AdRoafllustet Andloeyl.lom6otll.P.L. Reprodomofthisi mneal,inoarloin,itprohlhitedothoultherlitie$pami,sioahonA-1RoofIt"ses Aalhoarl.loNho110.f. I lu" Ifuss type tv Ply RYAN HOMES / BISCAYNE BAY WRCBBA VM51 Valley 1 1 Job Refere i optional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10 5! ID: Sn Vy7CbHjYiMw4lj 1 ZFNRfyx8cZ-b2232OBHBXj38K2sYpOqu6vRO'A4Ge_ 2x4 ,- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 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 I Matrix-P LUMBER - TOP CHORD 2x4 SP N0.2 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_ f REACTIONS. (lb/size) 1 50/1-11-6 (min.0-1-8) 2 = 37/1-11-6 (min.0-1-8) 3 = 12/1-11-6 (min.0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 = 10(LC 12) 2 = 26(1-C 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 26 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 A0028169 Weight: 5 lb FT = 10% N4wy Fxult a{Ih nx M i l a( iln.i.'S:ti.1 .rA,11; 1;T1(t IpR Jat.li u4,"Iprlt'.lLL%t11 ;pe4:Y'i'gen. trtpt kuta {Rn11e: W W.1' Mt 4"IW:ya M1l AA. i'wNIa. l;. tlM+art m, isae+n. Mee<.s Sc+rt:Mt(a9e IDS W N t ne NM Ibh k ecd!x M ac n k .tlY/ ;: ! 1 3e p -q,un nn n npeel;. N. +N r t;81rXe , a cngx:4 4 a l +sue +y+x xq e+p.xwlur N: ae MINe tl 9r tn{I y kru!ee M b i a nl. xaer `n. Ik 4 4o n;rop.as eNrq xaar:.:.xr.ae nn d N,:wuNrmrlW+p.lfi+ Oro«a!tlMinar M .+r,xnn 1 uo:4t*ae «:oareRelY.Ml akb.'4klilx :MIW'41 tee alanhr4 eaMi. «otuyn:Naq.Nugr..4Nkaeq NiINM ,w Ni a' Anthony T. Tombe IF, P.E. Zh4Q5] St. Lucie Elvd(a IihE 1OIhRiRCailla5la5 dsrhaarl.fanhalll.P!. Re CdY;11060iIhlFdalnmaat.IaaR calm EQ Ylei.':F,'L TQ iQ(? Pi 4 P' y sPlohihrtedxiihaaithexlmeapelmltsioehenlltoolhuwerAnihaapl.lonlollLP.f. Job Truss JValley russt WRCBBA VM52 Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com va0 HOMES / BISCAYNE BAY 1 1 1 A0028170 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri May 11 10:59:11 2018 Page 1 ID: SnVy7CbHjYiMw41j 1 ZFNRfyx8rZ-3EcRFkBvyrrwlUd 26 Ww3QKSaBaOdNRF8lZ4ZIbzHcF- 1.5x4 II 3 2x4 5 4 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.13 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in accordance with Stabilizer_ Installation guide; , REACTIONS. (lb/size) 1 = 9113-11-6 (min.0-1-8) 3 =-110/3-11-6 (min. 0-1-8) 5 = 320/3-11-6 (min. 0-1-8) 4 =-41/3-11-6 (min.0-1-8) Max Horz 1 - 59(LC 12) Max Uplift 1 = -11(LC 12) 3 =-110(LC 1) 5 =-119(LC 12) 4 = -82(LC 3) Max Grav 1 = 91(LC 1) 3 = 75(LC 12) 5 = 320(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-236/394 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 110 lb uplift at joint 3, 119 lb uplift at joint 5 and 82 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% 01 Meaq Mnu Nk¢rpfh :Mrt.M 1 1 i`IUSStS:"S M T1 II it4>t MUt1 Y4.U4„M I t trlpti U klr xe 1u mi.,,,144 will? n, D111PD-14 CU WM4" i1w41F.l kt•e4t ifr4 lqx nf. yyu 'ge ne 094 fk In Wl Wd"..* 01w, 1W k•:d*q' Dthkrtai .. ....4M .11 rk4'ves' ", sokq;rK+e:. ,+aaRk! Anthony T. lonibo Ili, R.E. M •xrn; „Itlrt.RN"1r Ipl,urxw ,M ar tl,aw .d lrrtlktr t+rq it:px.4M +errtq.4 r a(WV- Im*4*.W'M lb+µIdaa t}4lh dl awrrt, meq wdut:leHr w'bU 41 xkti knkro.:ar++d k :. 80083 M IM441 Pr4MIM µ/;M!•8W SA b 41k Cyr tih. eFb, '% W•de4M, 1!M4.4vq a?µMk SdeF NMmlw F4 'UMI Mw4(l tlr 1r dh ryu-..I as •S Ww, he nlMfMl-+n, :M la4.d#el,i. De[:pk .Inl Dngr :lpM«ul Iv1t 44.ta?eM Mbn 4451 St. LJCIe 81A. klne u khNNrllmlct epnl q4n• .:qN i?IkM.tlMel ',bi,n Drfge lquM t v-hr lreN4l Dn,yr n •t. 4..letl lvruel A4!MIMI.I ,411Y,d N pt 4rnlrhrl,l kl Fot, P'efrf, 4t 3046 apyngN''ui lgl6Al tool firttet AnikuylAm6e111, r1. trpl cluaioo et 16i59omm al, is am lofm,;, gm6i6tled wa6oul l6e 41Ten pelniuien 6o4AIFool Maas Anlhayl. 1-6ellla.l. JAN UARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Q 0 r` ttach Corner Jack's t/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) txnnl. Elrcxe 9 eaye,t mrt.9a t:.9 IN^S,; s. tY.. ¢;Etilti liAMSt wOtli: .,".`.0 'ti"f7'i:ErPt'.fN:Wr'.':xe q r kyrlerw.mt+M.xmM"rn..l.<,I trYr h,r•ry 1Ci'.Wf inm "ar,>.se!tw.ma Shr Mve ne Av„rsm.ne uwdma.:Ed. aft k N 9weiRp tHh t1 9 it n<I ^x Xe k 1 W 1 s l ye tra»I ynxkt !npm`b;.. M .M d M i;Q.m uN- x a;sp4 9ctr al Er rd i+W 99Xsatrr `NruR?:n b ak R d Xe tual< 9Mc`a{ In t:'C K. WM :hf. 1 k V9. ai:nvlGpt. n6 q a9 bt<kr W t V a h MAk!s Pf 1*Q ih Iq Mtax-•t W!M NWdIHX. QNMl CX54M' et lk laM AIk O.MF. at IM k3 Mffa ;lM &9,X 11 M1 9'N Kit ltr' WM`1K4 kW I d"kM MxE 11t1ifi9(1Y I04T1061.1 v. E. I M`•k`eN mU'M:9r aKXY.W kXkM pihhXd ( 1(1ttda'gk Aw xE 9rrwr t-.¢.s 9a 4r 9aX n.l a.. Wi++'!n d'fe!«.>fM 9a9e+SN+' MN -a'k .Wt Ek.[:+r `EkxaK t a•prNnr t+14an b e;t9 lt«Xe.Wa,rc;i#Ins. tll:.,rxi' :M;gt!9{aerW ant NoM.wev xR`..t 4451 St Lune B'vd. ro E Fr I.wte<yek wr an, e d.Ioaet ,a"N Ia Metl h n R rt s r:l u I a`q A.:,te. m t xr..n 9.K n. M.wy r%ri^r. a n. a. • et. h+ter. Int 19,YI1 6S 206A.149I11-ml A9R(my t.IhmbQ III P.E. AEP'PA9A QR hI16t16WYME1.M0Qt ICfl.S,'46k ikA.tlypWltl.'tiiFEX,LtAl vlrgp.FtmAIAQ6i t1QfSES AE}69Ry 1. 1Qtpbp4l.P.1. FNi (ai(>fiP, }.(aQE FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD F-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 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 (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL I I / GABLEABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAL TRUSS RTI In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 ttatr_r 1111 ttatt 11 11 1 1ww r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 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' OZ.) 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. axwl Nrtun p!!,"... lk'4,65l ihrt:i'11.,.rORA,lilt',S.HBI sIX. Yi:I4 i'd'ti Vvl"14,lo4ty, Sed, hup N. b: M:nlww ITr,..i•t.1!@wx{;jm4M M t— 1'awlY r t W..,=%h Mae nr u.:e,.Mb..,: ;M1MwbISP. sa, 11 wmR 1'th 4kk aNmM Aia k,MV 1: 1 t +F'upx,,, Sln ew !glre'ln benln'7E M erN kx,yOke,di, ob,wnM pp,+k".9',M,hfi.M ae hq. rl4r -,i,p , hle,Noa, "« .fr lrt 1. 14 h'M .'mates., .N,t; taW,vu, t+al4* AnttxrV'. 1oenGG .:. .E. e Ian1 rsrwauo:lMegGmpat +lR, 4. roekrlMyPeva.aexv;rn,IkIRIkR.Wtx N,wet:eamrR mrgpl,arl6elKwa,?d! car4.sranwte!&a1*4r afxcatmLal:;yal,nrarcv.n+s;n,d 8Qo3 7t 1 k 7M;ykrlr lPlda9Y Mat YM Nf M It*1, INp d. R Al r11.% 101l+". MM 4l. Ik M°IWW I *44.'!'*Me W"t 4'4a II W., N'..q.`A_,W.4 o" Mat 1:1a Ipts+prc i... rkSf:It-1!I QE `nl MPnr'mw w4. 1451 it. cle Blvd. n,e.:tr 1+nCk t.M>r: rN Mt allot le a, tayertMrN Mlr: Mlw na`l ae kfiK(a•.r . a +, 4l,t aitm baka to ;ya:l,.el x, n, ar} palN y'Ri Fat 'Iertc,FL 34G46 lope BGt 'i% 7416A i taa! hefses 4ntAoey I. (ata90 III: F.E. tap+edl:aa e!fkn le:ntall:t. e any tarn. o plch;bd d.dtam la, ariaaa paa,; m kom A l toot l;aisrs palhaas 1. lamb M. P L JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 44" — 1. rrrc or — FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 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. wway I^rosetw.argsh!r w«!Iw 111(ln ...I.1 t:e'ii`ONt:Qk1:11.,14f+.Tw"[[:4.1.eeae.(KANT, taw We•.4t.p ywsnwal. nn rwEaa<Iaw!I'sNSTdmnof'o"dlz ItIde!ewrikweetrer rsr ab;; erww:e s!mfaa!t Tea ah lliti : aw«ri rkwt xkG t ,f hw IN'eh tot W t 'vsc:n w p+., iwrlltwe s«N«,0.:. rot qd q a+ t l1>ryl,vw• m Krydx', E b ware ewr' zrpwen R pes,a^rr'm: ! Mt.t t M .qk i eepM we BG rfi .,.k.'Rl N twp,untNmi. waw..uean ,«rox.l.rt I [ uti+ sw Ailaxs lw m, Swc nt 'ae mlmatldM rl ha U«al.b al,aMarM o-tewweo Lraow};ax q+whr rxar rl9"d; Ik Rnd eu ws IM:uI«ttW of lq the e•¢d0.r TNI ml m, tuN Mtvsr. iwrdptm5a{ tw.p asttlliwetal Nxay 1wt mv. prttAllt rl £3t}J41 r Rx by 9ebyaf al latewoe R.: MN 10 W.0 ip5 mf 1k N0. loltkl-P•Ikl«.:gly"reNm6 Gre adwRmaa.L.st eghdwr 1. :ll of ski ae:ft.,ty arse J"A— n)Ma mlllpm.IWN,.Wb""OuG..pe:!p?(45S. •.tiCP Mvd xemnte kr.+ 4kt:mtre!ga+l epmw «rtial tr pr prAr4 m.dreA 6x v,r 3"r pnr nf,.0.e lwrtl•q 6eipw w:Is nhw pwryee Mwn bxlaxy illtpyL../t or w.nAd,rfwYt: F,.rt Pl€rce, F, 3046 oprngll lQlhA- TSoalTtesus Aolheeyl.lode Ill. pi, liep;adetti06of11N1deomeol..Iamyittvisprol4dedwdhaalthewaleoperpusroTramlt110e1Tlasus WhoayT.Toolkea;1`1 FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I 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 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 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 7 772-409-1010 TRUSS / SECURI W/( VALLEY TRUSS y II I ri II II II BASE TRUSSES TYPICAL) II 4 NO SHEATHING) N.T.S. LL---`— GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. s.. r 4rN 4N4a r ,r,,,. •a.i r r r s s `Cl['i s itw 1xs i ;n aI h a iBni r kei; !1C NiPr . a,«a,4:a, r=.:a'xe P. , sk«::.fir t~r.i:n w+« igYm 1 °,ka4 m r I e:««„ it«Pax,. , rir3f nx«.;. ,xia a>,. ct-0 k+, N .a x; Ix, m x i' Pk d 1 e i h. grok }, „x uy:,+.:. Nk mr toJ.q,e»N, PgNu..eM e"4+.w ag4.,.,,, .,rr.+kq a,x graa, ur xP^vi .M iri'N+•.4sn tR i. Txn dr «w a.. wa w:at ArWv.mv T. !tx Et, P.E.. w B 3r: 'ivalagnw' Nua fh B'x i.ra ke 3alax.N M1rt Waay 3rugw mYk rxMd#tbU lv ik wRx P.aMy>rx Mt 1.' ik .2w PM IEP tM 4Wfr BSI w:Pdq wAM tur l.M#W wtN w "P fie e.p bgl!t' T7t>tiFl? rd iprq +M:ryP: dM (PMNx. i&1Cet H P laMlNb Wq.tlMB M kNmt (.4QNNJr .RCP WIMP. X. 'W-11 INA W,i Q<^aeixxr§ —Urea ' Mt ifrpf!Ix rR RWNh..'C Pa Mk,RR+ NF, k1;,gMt i1R:.,...5¢. }. itl'-F„mdPrPfi'? +f' 4451 +. Woe BI G. HM v+kk Nnl.M'M r,teb gSrt'P a'Pnihf )Mr, •H JN ,a4 Jr:,r '4 4v I`M dxWrq p;-v k+ iq—fP k"'tE l'a +d'n o..!kAJ.!W FOtt . ieree, FL 34446 iPaight 5: F0t6 4 t Par1'rof su Wk., T. I mia M. P.I. [rpradun on o1 Mso dow+M ie a y l,rm. s p 04ftd -h wl6, Pf 4rP P..iss Ofl ',im A I hoi ho w Aatkor., I. h.& AI. P.;. JULY 17, 2017 1 I xUJJI—LJ V r1LIL_ L 1 %JL_ 1 L/L. 1 P11L HIGH WIND VELOCI STDTL07 tl A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD.. FORT PIERCE, FL 34946 772- 409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- 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 PS' MAX SPACING = 24" O.C. (BASE AND Vf SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON - BEVELED MAXIMUM 6112 PITCH NON -BEVELED BOTTOM CHORD U I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/ 12 PITCH) ova inae, 1',mtsts+pxh eta.4t'1-I'!!)!'11rSlr.'SF.iY;i(tEW i!lMSA iQM5l sret."iM'4ifIY t,Sk.N.(StiMi At'kra ir.Lrk.+prmlhna+l x+f adekwro-+?ro!y@ea,soawl'4C.Mme 4maert ?ptitk k It teklwct Sod kink ase Wn:t Nka a,ak,wd wkw t5¢. wl: tUlak wkrxluas sY¢UkuN fm M`lEtiMfkW. l.11:nt de«,In'gw v ;;.f tlr xh trgntx;.snknam.:0&.ryirwnbnrrrwnldtM pdf+vlad enaKrq•.,,nea Fofa. Ne l4 drtsgdMla{u hero t,Fdf wea L .. mlr i!".. tal Wrp ntra{Iaa: bowp nadnn:. enwch Q,ItIMftV . 1QrnbQ lii, P.[, W rudRNlrrit hr M Iai1114'i RI1ltlauadr^dM ana.Na snt 40rP Pf1En61RMnMs {e, kk+y1M RM:MN.d'%IM: MIKYQ!(1k:PI kF!{M}(Nt 01IKl ill yyCeStdNM.4ind/Iaklk2tdRi1t7.5 Jcldpt lllkp(tMltk nNiNGNIWf MkMt ME: ik IA'kllNWlNVd w80083 ak beley Waynf ka'iaeaxh•. #uaw!a;:ekd.Jr #p„oC'k Kanrk;Nt+ta uk:MAtk gtxuxar.)M Nrraatrn K eka=rbtt kr rN nA ,Gi re:•kM klR lnm!la9ara 'M 1 IKM; IN 11WOmar M Mat rk Rk N11 kAw 9nt kWr i"rm *rt llwepsat .wt; 1451 St. Lucie Bled. a eMsksk?aNkt(rraM qnt qrs nrap lr F rakc rpr+tE 1k'unr Rkk p'rinhnhtv1>k knhy 9k;pe..R lrat. >, tiea f.Nakr%d p: wrltaf 1l ttpv4Mhra; xkn MwimAt FQtt ^'. .u.F, FL 34946 FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08 A.1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERTICAL STUD SECTION B-8 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-8 v 24' MAX. —— NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP & SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) IOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 4) 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 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 #31 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 1X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 54-12 B-1.2 2X4 SP #2 12" O.C. 3-10.15 5-6-11 6&11 11-8.14 2X4 SP #2 16" O.C. 3-6-11 4.9-12 6&11 10-8-0 20 SP #2 24" O.C. 3-1.4 3-11-3 6.2.9 9-3.13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING 11 •• I1 NAILS TRUSSES B 24. O.C. f 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 1-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. IILIQFEBRY 17, 2017 I T WITH 2XI RACEEON Y' L I STDTL09 DOTES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90X OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / 1-BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 s TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. N 0 T E 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 END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL BWITH LS ) ( 01313X 3 ) NAILSBLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3) IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS ( 0.131' X 3') TRUSS 2X6 4' - 0WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) # 12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (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 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 Ni 128 74.2 67.9 58.9 57.6 50.3 c 131 75.9 69.5 60.3 59.0 51.1Z J2 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 115 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDEx6NEARSIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409.1010 UPLIFT TOE -NAIL DETAIL THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S 131 59 46 32 30 20Z O J 135 60 48 33 30 20 LQ 162 72 58 39 37 25 J 2 O 128 54 42 28 27 19 F_ z Z O J 131 55 43 29 28 19 W 148 62 48 34 31 211 J V Q 1`0 Z 120 51 39 27 26 17 5 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 148 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 END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. 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 WINO DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 COOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL IIDSTTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 301' (2'-bRR) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 K "Ll l Rw«ryl:• a,r. ?l't !w M,.,: 5t:: ! f. kll:'i1Mf ! ..W. , k-.C,-wM 1F.t 4 [l.;f:,MJif I" . .x h «„ f.11RlM!`. M -r.t W. « A,'r.,, h Y':•!•W .rMi M IW«.' i.eM & r ! IAew. }w! lel.r ». Whl. Me..,» ,1e.1+1 ile IiQ...M FI ... t: Male R h f 1' A F q'«e W.w`e`w,,,,,; M w .'Aw M•" f eeN r^1^^x9 `M !x *t RM wi .I , M iN.w, T^' WI•+nv; ¢. rte«w.w,,..l«AM:eryf lx•r;ena µ.ae. l.. q.w«.a. +4.«+te»M roWM.w welxM,.M M:. xw e,lt.S4.!rcwar tefb 1+:s:e+wnt(w.MMkM+MaM .rar.:,Ysw'«.. axmi«es I nY ..w.la,wery+ m .i t wM. i•,I tfiInetur.«:w. . N W.f alw.el.. er.. 1N,*w^roax a^" "M ae+q.wl «.Nfaer«.-v«t ( F ., tdtt m „ xip: eM. Nqt r^.a. rt,, tYe ey. `. eM+»«. r• e M.;, wwwMn`M. .«.^..MwMs` Aflt hr y it TG.r:11, P.F, 4naY3 IN 3111 S to!H:vA. Fc :^. rc. FL 34W6 otl!pA: i`Y416 11 R< al i.esses AnlAce, i. 1-b. III.. P.1 4praeun:en cl tAis dc<lmeatieo.11wm. it prok,t tel wnM.lMe.rms<pliwnsnl AanAlRaaf lresusAFlAcnP 1. loa6a ill. lit FEBRUAf Y 17, 2017 0 C 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 END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE xlN ril TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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 I SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772A09.1010 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 401 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 0 5; - 3 5/8"I 5 5/ 8 HATCH LEGEND iL SLOPE C L G 7 8' - 8" / 9' - 4" A.F.F. A 18' -1 7/8" / 18' - 9 7/8"A.F.F. L• IKU IU WALL A1%V/VH tKU55 IU LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE j BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION OWN. THE BUILDING DESIGNER 15 RESPONSIBLE FOR THE DESIGN OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTtON DETAILS REFER TO SCSI-03 AND/OR ENGINEER OF RECORD a REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS ) Ai JUS24 (H': TWD46 iQ:'--- B: JUS26 1; MSH422- C) TH026 K; MUS26 Di THD28 L) TH048 '•T ... C. THD262 I'M% ND461F- F' : TKO28-2 N ' • - - V; - - - G; JU546 P;'... J16B HANGER BY BUILDER i I- BEAM BY BUILDER NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA72 STRAP (BY OTHERS)UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) I- LOADING T ROOF FLOOR WIND LOAD 0 LIVE LOAD 1 20 40 ASCE 7 10 00 ruI DEAD LOAD 10 10 150 MPH EXP C F LIVE LOAD 10• 0 CATEGORY II Oto c=.+ DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FBC-2017 AREA c4.c tOOR 960, ROOF 3078 f fA50A 395 Truss Load Alen Box NIP LINE , Truss I.D. -------_— - VALLEY LINE 17 Gravity (> 5,0000) / UDIM (> . I,000M) . .. r. Horizontal (> 350zt1 +.. •.,". ... _...n. ! gA-1 ROOF TRUSSES A 7 0R:JA cOaF„RA-3UN Ph 772-4D4-1010, Fax 772-404.1015 htto-,'Aww. a 11russ com a e E - - IF E c E - gA-1 ROOF TRUSSES A 7 0R:JA cOaF„RA-3UN Ph 772-4D4-1010, Fax 772-404.1015 htto-,'Aww. a 11russ com a e E - - IF E c E - CITY OF SANFORD 2 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: cn Documented Construction Value: s + !Lo D Job Address: Historic District: Yes N Parcel ID: Residentia0Commercial Type of Work: New/l,.Y Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infoCc Wi-2r1ando.com Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Arch itectlEnginear information Name: Phone: Street: Fax: City, St, Zip: F 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5a 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits requited 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 requited 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. Sigaturo of Owner/ABA Date Print Owner/Asmt'a Name__._.____ Sig=h-ofNotary-State of Florida Dsft Owner/Agent is Personally Known to Me or Produced ID Type of ID StBnedueofContractarfAgeat 1>•a A. Thomas Smith Print Coauaeteditmd's Name Stgaa rc o otmy3tate Date I NOTARY PUBLIC Cam* OG136M STATE OAF FLORIDA Expires 8/2IMI Contractor/Agent is X Penonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] tans Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: — UTILITIES: ENGINEERING: COIVIIVIENTS: Revised: June 30, 201 S FIRE: WASTE WATER: BUILDING: Patmit Application CITY OF PQ 01 t , ; Ski4FORD PERMIT APPLICATION BUILDING DIVISION Application No: Documented Construction Value: $ Job Address: / .-l C t c f,'I ( l Y Historic District: Yes No Parcel ID: V) - Cam-- 1-`_V-( - ( Residential Commercial Type of Work: New [Addition Alteration Repair Demo Change of Use Move Description of Work: (G i t i - IP C hrLLB A MY es f - r 1/ U . t r l LL Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name ( a n„(Y CZ Phone: A Cif- t 7 . - Cl"A _7_Q Street:Resident of property?: City, State Zip: LY' in p Contractor Information Name 16A C i r W Phone: L) ":6 Street: aa`" Fax: City, State Zip: L) ((l"pf') L H_f ; State License No.: Ec f prc_a n Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE 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. 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3, tl(LractoXlAgent Date Print Contractor/Agent's Name Si azure of Notary -State of Florida Date 9 —1-5 . ysrr r(N .CANNA M GILMM commission p GG 1198 r Expiros July 19, ctlsla+Al4>bbA rsonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes []No WASTE WATER: BUILDING: 60 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: C IIn' 12) I hereby name and appoint: -) C ,4) 1 C.e c-) 7 C" (_11 _" , I(A an agent of: ^ ` ,- r' e_ r_ r lc_: (^ C ) Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit andpplication for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: (Yy2-- -rc ,:_;1 Signature of License Holder - STATE OF FLORIDA COUNTY OF Czr u 7. The foregoing instrument was acknowledged before me this "Pday o 200 ( , by ` 1-0 _*4 Ea Aey-hy—c_% _.) who is ersonally known to me or who has produced identification and who Notary Seal) Rev. 08.12) Print or type name Notary Public - State of. - Commission No. - r My Commission Expires: -- j -- JANNAM GAMER Commission E GG 119M OFt4o A Expires July 19, 2021 tandW?MuB tgolaySaMow as CITY OF SANFORD BUILDING & FIRE PREVENTION a PERMIT APPLICATION Application No: Documented Construction Value: $} Job Address: Historic District: Yes No Parcel ID: Residentiato Commercial L I Type of Work: New Addition( n Alteration ElRepair Demo Change of Use Move Description of Work: ;,a l horn Plan Review Contact Person: DAI.J Title: Phone: 0 - $ atx Fax:L Z-?z g - Email: k kr, (:,21— Property Owner Information Name 4z C' Phone: A Street: Resident of property? City, State Zip: dylt •, , __. Contr' r CD Information G Qg 5 - 3cx Name l- r )?hone: - Street: rS C7 Fax: go-7 i J City, State Zip:i State License No.: o Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating. construction and zo e— Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent CHERYL D AKERS MY COMMISSION # FF2M8962 EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is __%,-!'ersonally 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: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 1 STATEWIDE 1-888-831-2665 Ryan Homes 4307 Vineland Road, Suite H-20 Orlando, FL 32811 DEL-AIR State Certification CAC032448 HEATING . AIR CONDITIONING Phone: (407) 692-9828 Revised Date: 4/23/2018 Job Name: Standard Series 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 PLAN TONNACE FANS CONTRACT TOTAL I AMELIA TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,798.00 BISCAYNE BAY _ 3.0 / 1.5 15.0 / 15.0 4 8,135.00 BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0/15.0 5 8,464.00 BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0/15.0 4 8 425.00 BISCAYNE BAY 2 4.0 15.0 4 7.546.00 BISCAYNE TH (ISLAND PALM TOWNHOMES, 2.5 15.0 4 4 867.00 BONAIRE 2.0 15.0 2 4,300.00 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 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 DORM, OPT BDRM 4 3.0 15.0 4 5,021.00 ESTERO BAY 2.0 / 2.5 15.0 / 15.0 4 7,373.00 ESTERO BAY OPT 1 ST FL BDRM 2.5/2.5 15.0 / 15.0 4 7,568.00 ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0 / 15.0 4 7,644.00 ESTERO BAY OPT HOME OFFICE 2.5 / 2.5 15.0 / 15.0 4 7,629.00 31 t ODM 0 G.tnGnl. Il .' I OM Customer Initials UES Project No: 0110.1 00 732.0000MUNIVERSALWorkorderNo: 9403410-1 E N 0111 N E E R 1 N G S C 1 E N C E S Report Date: 09/12/2018 Consultants In: Geotechnical Engineering a Environmental Sciences Geophysical Services • Materials Testing a Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Residential House Pad, Lot 44 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Boring Location of Auger Borings: Center of Pad Was Building Pad Staked: Y Depth of Watertable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 I!i 3 tM-M. UES Technician Sammie Edwards Date Tested 09/10/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 0-4' Brown/Light Brown Sand; 4-7' Brown/Light Gray Sand Laboratory Test Results: Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples Obtained: N Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture M Field Dry Density pcf) Field Moisture N Soil Compaction N Pass or Fail 1 Northwest Corner of Pad 0-1 ft 105.4 12.2 107.0 7.3 102 Pass 2 Southwest Corner of Pad 1-2 ft 105.4 12.2 108.1 7.0 103 Pass 3 Southeast Corner of Pad 1-2 ft 105.4 12.2 106.0 7.7 101 Pass 4 Northeast Corner of Pad 1-2 ft 105.4 12.2 105.8 6.5 100 Pass 5 1 Center of Pad 2-3 ft 105.4 1 12.2 1 108.7 7.9 103 Pass Remarks: At time of testing, footings were not excavated; all tests performed on pad. 3628 Crawley Down Loop This testing covers the house pad only. Pool and deck areas were not included in this study; these items can only be tested as they are constructed. Please notify us in the event you wish us to test pool subgrade and backfill. This item has been electronically signed and sealed by Manuel Irizarry, using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. If you have any questions, please do not hesitate to contact the signor or Liz Naranjo (extension 23134). Sincerely. Universal Engineering Sciences, Inc. COA No. 00000549 Manuel Irizarry 2018.09.12 14:14:32 04'00' Manuel Irizarry, P.E., M.E.C.E. Sr. Project Engineer -Construction Svcs STATE OF FLORIDA Professional Engineer No. 81510 To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 1 a DESCRIPTION AS FURNISHED: Lot 44, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. IBOUNDARYFOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 28 LOT 27 LOT 26 1 I S 00R19'09" E 1 60.00' 24.80' LOT 44 24.80' 10.00' f 1.8' 14.7' 10.00' b o 01 Oi w o FORMBOARD FOUNDATION w LOT 43 , TOP OF FORMS a 27.34' ° LOT 45 ti t6 ca 10.00, 11.3' 0 11.3' o 10.00' K 10y7' FORM NO FORM ENDS FORMS ENDS 32.20' 25.20' 25.87' 10' 1- ESMT. T' ryyg 232.44' p S 00°19'09" E (B.B.) ` (P.C.) 60.00' CRAWLEY DOWN LOOP 50' PRIVATE R/W ryh tiI O PROPOSED FINSHED SPOT GRADE ELEVATIONS FRONT % PER DRAINAGE PLANS .PLOT PLANARCA CALCULATIONS REAR: 22 V PROPOSED DRAINAGE FLOW k IMPERNOUS COVERAGE a 3,207t SQUARE FEET OR 46.5R SIDE 5' FOR 40' LOTS LOT GRADING TYPE A 6 LOT CONTAINS 6,9003 SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 27.3' Q UWNG AREA CONTAINS $319f SQUARE FEET SIDE 10' FOR 75' LOTS CONC CONTAINS 88Dt SQUARE FEET SIDE .. 25' CRUSLTNMLTY )?—SCOTT do ASSOC., INC, — LAND SURVEYORS LQ _ LCGM _ 5400 E. COLONIAL DR. ORLANDO, FL. 32807 407-277-J232 FAX 407-658-1436PLAT AL. . 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GTE ORDER NO. i : AIIC MM PLOT PUN 05-17-18 - 3097-18 T" FORMBOARO FOONLARON/ELEVS. 02-18-2018 6118-18 C.N - BCFRMO NORTH Im f w N10/A"mD IY DOES NOT UE WNW "--/ E- -- TNE ESTABL%4M 100 WM FL000 PLANE AS PER 1 AW GRUSEt4A<YER R.LS. / 4714 zow x• LMP / 12117COCW (09-28-07) 6COTr, R.L.'S / 4801 h 15 lightyears, Inc 1 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, lightylears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy`iffiiith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Permit #: - 2 Job Information Builder: Rq"kaj Community: VeNStn 40e1 Lot: 44 Address: 5( Z 7 Unit: City: `S4%.Nr-" J State: FJ Zip: 32773 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a, pressure of 0.2'inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R40S-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): x 60 _ A Z/ -//Z f.+ _ 4/9 Method for calculating building CFM(SO) Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) EKode software calculated PASS (with Mechanical Ventilation) O Field measured and calculated11FAIL R402.4.1.2 Testing. Testing shall be conducted` in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section " 489.105(3)(f), (g), or (i) or an approved third 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 anytime after creation of all penetrations of the building thermal envelope. During testing. 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2 Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: . :;== Date of Test: - o t4 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition 1—jurisdiction: Permit #: j $ _ 2 &%,73 Job Information Builder: p.r, Community: . 1+5 -fir, - Lot: 44 Address: 3f ,Z' 1 . "jUnit: City: a ", . f State: F I Zip: 52 -7 7_3 Duct Leakage Test Results System 1 7 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES (Q,,") [:]NO Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the c c4 + 2 ce = 0. C, \ Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017 F Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405- 2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 ASSEl Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 5S3.993( S) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: C-- Date of Test:C-1 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RPRNPT Copv of License / Certificate of the tester must be attached) L 0 Certificate of Achievement QTHIS ACKNOWLEDGES THAT i ti LAW C Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 RFI # 2GNAB7 Tim Smith, RESNET Quality Assurance Designee 15 I*ightyears RESNET QA Provider # (1998-199)