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HomeMy WebLinkAbout3780 Crawley Down Lp - 18-3301; NEW SFHCOUNTY OF SEMINOLE j 3SO IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 DATE: August 01, 2018 d q , J 09BUILDINGAPPLICATION #: 18-10000654 BUILDING PERMIT NUMBER: 18-10000654 UNIT ADDRESS: CRAWLEY DOWN LOOP 3780 17-20-31-5VC-0000-0900 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3780 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 9,000.00 1.000 dwl unit 9,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. to. t$ 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 T Q CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018114993 Book:9226 Page:481; (1 PAGES) RCD: 10/8/2018 10:27:28 AM CERT!FIr:D COPY GRANT MALOY y ti THIS INSTRUMENT PREPARED BY: CLERK OF THE Ct.RCUIT COURT Name: NVR Inc. dba Ryan Homes \ rCaC.!% (Y)C -v k j r^ E Address: 4307 Vineland Rd, Suite 11-20 Orlando FL 32811 SEMINOL E C- i iT'i; 1=LOR!iaA _ s EP TY CLERK BY NOTICE OF COMMENCEMENT Date Permit Number: 18-3301 Parcel ID Number. 17-20-31-5VC-0000-0900 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 # 90 of Kensington Reserve 3780 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest In property: Fee Simple Title Holder (If other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 6. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Address: Phone Number. 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 to receive a copy of the Llenors 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. y.a- J Dayna Mitchell Assistant Secretary SI&Aalure of Owner or Lessee, or Owners or Lessee's (Print Name and Provide Signalorys TiONORu) AuUWzed OMttr/Dlrector/Panner/Manager) State of Florida County of Orana The foregoing Instrument was acknowledged before me this day of 20 18 by Dayna Mitchell who Is personally known to me EX OR Namo of person making statement who has produced Identification type of Identification produced: 00, t T,^.ACY LciUH bIX Ctu;.,;LIi l 4 fAY rr•d ;PA13S!0N !r I ''•a':i;:`' E:X^IT cS OCtUber 33:iii9 Notary Signature t41 0'S3 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address::F 71 Building Permit #: ' Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: Wi7 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w rant Signature V r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes Print Name of r for Signature f e ontractor CGC151715 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor 7d Signature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on Rev. 02/10/15) r, B CITY OF SANFORDJUL 'J" LOiB BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ z ©o •`" Job Address: 3780 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0900 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Phone: 407-692-9831 Tracy McDonald Title: Production Admin 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: Address: N/A Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and -oning. 49-, 7/26/2018 Sign of er ens Date Tracy McDonald Print Own /Agent's Name 7/26/2018 ignatu a of otary- a of Florida Date aQoSy PNe , KRISTIN R FERRILL Commission q GG 233069 N, Expires July 11, 2021 off or t%70 Banded Thm Bud9el Notary Servkes Owner/Agent is X Personally Known to Me or Produced ID Type of ID 7/26/2018 Date Tracy NlcTfonald Print Co ractor/ gent Name 7/26/2018 S?gg—ifalre o ary-State of Florida Date u KRISTIN R FERRILL ro-, W Commission q GG 233069 Expires July 11, 2021 EQr noP Banded Thm Budgat Notary SeMW Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical Mechanical §O Plumbing ' Gas[] Roof Construction Type: Q %aj Occupancy Use: Flood Zone: k-$E-E Total Sq Ft of Bldg:-2- Min. Occupancy Load: L # of Stories: 2- New Construction: Electric - # of Amps 01:7-3 Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING: al 13 S UTILITIES: COMMENTS: ENGINEERING: ": c. 8 -6 -16 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 40. 8 11/0 J1^4e z3 Plumbing - # of Fixtures )g Fire Alarm Permit: Yes NOR WASTE WATER: BUILDING: 5F /o -I - I& Revised June 30, 2015 Permit Application Uk' it y CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 93,444 Job Address: 3780 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0900 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use[] Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 9- 7/26/2018 Sign of er ant Date Tracy McDonald Print Own /Agent's Name 7/26/2018 ignatu a of otary- to of Florida Date 9 ;voq KRISTIN R FERRILL0 Commission # GG 233089Q * Expires July 11, 2021s` fIt ur r,OP BWrA Ttvo 1103ot Notary Servlas 7/26/2018 Date Tracy MED-onald Print Co ctor/ gent's Name 7/26/2018 Vgrfittre o ry-State of Florida Date nosy l!ec' V KRISTIN R FERRILL Commission # GG 233069 Expires July I1. 2021 orr oQ BoadedTWB*otNotary SuACAS Owner/ Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: g3 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 150 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: ELECTRIGAL;PERMI•T;` - -- ,,; ,_ - --=a- --- Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ED Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final vyri f.- p.. .ryti i SMECHANI'CAL?PERM:IT. S:?'•i^rt-}S•a`: G•' `(fy! sf."y-CGS 1:;:+J,t.•.. [y a r_.-•,+.rtYl'lta•.nl:•: 1"•Y S 't4.C iC. f r•. (M t'.':'Ji. \1'1!°l.'Fir•. T`.'-•-; •. c:s..,"u_4..•,.:f:.:;,,::..y.-..:_.,...•,3:4,;-;:. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SJ N 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: 3780 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0900 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3301 Reviewed by: Michael Cash, CFM Date: August 6, 2018 Application for Paved Driveway, Sidewalk or FeW11Walkway Including Right -of -Way Use & 1877- Landscaping in Right -of -Way www.cantordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or 8sidewalkconstructionover100squarefeetofconcreteorothermaterialonthesubjectparceland / 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 ruro..nmbelaw size and location of the existing right—of-way and use shall be provided or application could be delayed. Calltrfonroudla 1. Project Location/Address: 3780 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date 4. Brief Description of Work: This application is su Property fawner AA Signature: Address: 4307Wngy Completion Date Construction of New Single Family Home by. H-20 Orlando, FL 32811 Other: Print Name: Tracy McDonald El Emergency Repairs Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 07/26/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: nd the above statement and by signing this application I agree to Its terms. Date: 07/26/2018 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. I Pre -pour Inspection by: Date: l Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Q R Engineering Date: Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Urrveway.par LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Zio 1 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 Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC125756 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this-2-A day of , 20018, by Robert Lattanzi who is ®personallly-'1 own to rile or who has produced identification and who did (di Notary Seal) rnr rues KRISTIN R FERRILL Commission # GG 233069 6b9a Expires July 11, 2021 ExpiresJulyRev. 08.12) Notary Public - State of Eloyldal- CommissionNo. My Commission Expires: as 7/26/2018 SCPA Parcel View: 17-20-31-5VC-0000-0900 fP&*R7`-&. Legal Description LOT 90 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-0900 Property Address: 3780 CRAWLEY DOWN LOOP SANFORD, FL 32773 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 1 0.00 I 1 52.000.00 52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Dale http.//parceldetai l.scpaf .org/ParcelDetai I info.aspx?PI D=1720315VC00000900 1 /2 SQ.FT. CALC.'S I5T FLR LIVING 904 8Q FT. 2ND FLR LIVING 1265 Sa FT. TOTAL LIVING 2J65 9Q Fr. ENTRY 40 ESQ FT. GARAGE 445 Sa FT. TOTAL 2.658 Sa FT. PATIO 24 $a FT. COhMBR AND CLAa M LSO LOATH SASC MO EWMUE FOR 4 MOM OLWE CALL4 0" tM 1111MR ZONE nD bM BD 1 @ 1& - 0 5 2450/-301b 7 24 3OW CR 4 7LT5/-Ma 3 TI 75-W 4 2S,Fa/-30.% 3A 11 75-W 5 2SA5/-31A6 38 33 f2125-44 5 77D/-34E0 4 61 6m ECfl 5 263V-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MrW T3 SECOND CWST1 VOLT. BO / VASO.116 PIMA B. P7TERHAL FIExuRE OVURCEHT.. 18 C. RISK CATEGORY -TYPE II D. EMPOSURE CATEGORY C NOTE, VALUES FOR 07,11-ONE2,ITS 4 CLADDNG PRESSURE ARE BASED OH THE VVIL DESIGN WIND SPEED. FBCR 6TH ED. l70TI1 ALLOIW' THESE PRESSURES TO BE MLTIFLIED BY 0.6 TO MEET TWE ALLOWABLE OR HOMIHAL TESTED VALUES USED BY PRODUCT H6VdFACTURERS. L FRCR TO ORTI " WTALLATICN CN ALL FRAMING MOERS 2'-& MM M RICSH ROCK ILL 2E &'PAYE) AID TREATED 11 "CRATE' A TEI 4 TREATED ~ 2N W:A FIRMED acA CABINET SECTION FIRST FLOOR PLAN SCALE, 1/4 . I'-0' ELEVATION K' A R C H I T E C T 3 Design Grou 1DG 1441 N RONALD REAGAN 3LVD LONGW000. 0. 32730 PH 407-77"074 FA%. 407.77-071 wwwAW. 00325 om AA 000332E 8 y E 0 t C 9LT MM & KENSINGTON RESERVE LOT 90) MODEFZ LARGO VERSION# 01) PROJECT*: 02997. 000 090R1 PAGE: FIRST FLOOR PLAN DATE: 8 /20 /18 8CA*.*+'- 1/4'=1'-O" SHEET 3 OF 9 A R C M I T E C T i COMMIT MO 4/ILLUO AO 1A 0/ BAOC F!D F700BI1E PD17 7 asom QUM CALL • MAREFOMACIE TION ZONE m 1iH llm 1 30 73050-94 5 7567/-3SB ECS6 7 6 T G 5 7E65/-31E6 3 6 3050IN 4 7065/-3U4 4 6 ASS614 5 7565/-31d6 M 6 4 76651-3U4 5 D M 5 2IM-35.10 6 6 4 7S65/-3U4 WIND DESIGN CRITERIA A. BASIC MIND SPEED M-S 4 (3 SECOND GUST) V1ILT.50 / VASO.116 MR( B. HTEFINAL PRESSURE COEFFICIENT— JO C. RISK CATEGORY.TYM II D. E>02OEURE CATEGORY C NOTE. VALUES FOR COMPONENTS 4 CLADDING PREWWE ARE BASED ON THE Wit DESIGN UMP SPEED. FBCR 6TH ED. (70n) ALLOWS THESE PRESSURES TO BE MLTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALIES USED BY PRODUCT MANIFACTLVERS. NOM L PRGR TO DR WAIL NOTALLATKN ON ALL FFW VG MIRE is 7'-O FR7M M RO514 RDOR WLL 13E SPRAYED NO TREATED V TIORATE' A TBMTE TREATED SPRAT 10-8 3/4' b07.FDLRR A1f 1'.4' M. HT. o 40' HICi4 1 OIALL—, 3) 7.0 6YP STRDI3&R5 5EC MM OY Dd HAILS . 6'-81 or_ 7xa ATP. TREAD 7.4 RE -I FORCM . EA. 7.0--,,, OTRIW" t KJO(PLATE 7.D STRINGER TO 61T ON LANDINGBEYOND) 3/4' TFG SLIB FLOOR GLUED ( NAILED DBL. 7.6 LED 6ECYEED TO BLOCK W/ 3/16' TAP CONE KIN I V4' ETA. 04- OL. STAGC47® d4V FIN RR 3/4' TKa OI16 FLOOR GLUED 4 OGTEOED PER NAILING SCH PIE -EMS. FL11 MISSES PER iT M 7) LAYERS OF 3/4' PLYWOOD OR (T) LAYERS OF 314' BID FLOOR MATERIAL FaP6 FOR 60LJD NAILING SECI7E 7.0 STFINCtR TO SOLID NAILa10 W/ Qd NAILS TO BE NAILED FROM BA0011M FOYER rI 7x6 LANDING PWDR. STAIR DATA: 17 R IMI 07.57" IS mm"s 010" +1' NOSING 7x4 P.T. RATE SECURE W/ I0d = NAILS LL' OG MAK STAIR SECTION: 9'-4" BRG. HT. JL SCALE. VR . P-0' SECOND FLOOR PLAN SCALE. 114 . I'-0' ELEVATION W Design Grou I G. 1.1 N. RONALD REALM BLVD LONGWOOD. FL 37750 N 407.7744078 F4 407-77"078 M f 0003375 II IIIIII IIIIIIIIII, 9UHDIV. ee I.OT: KENSINGTON RESERVE LOT 90) MODEte LARGO VERSIONg01) PROJECT#- 02997.000 09OR1 PAGE: SECOND FLOOR PLAN lwa1_ • ._ • • DATE: 6/20/18 9CALM 1/4"=1'-0" sz-»SET 4 or 9 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot90KensingtonReserveLargoKGLW Builder Name: RYAN HOMES Street: 3780 CRAWLEY DOWN LOOP Permit Office: SANFORDCity, State, Zip: SANFORD, FL, 32773 Permit Number:1p _ Owner: 3 3 0 1Designn,p Jurisdiction:. 691300v Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft= b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2169 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= 11. Duct R ft2 7. Windows(229.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 181.75 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEERA5.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.209 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft' None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.106 Total Proposed Modified Loads: 65.08 PASS Total Baseline Loads: 64.96 1 hereby certify that the plans and specifications covered by Review of the plans and F SKE S742 this calculation are in compliance wi the Florida Energy specifications covered by this O o = Code. calculation indicates compliance FOB, with the Florida Energy Code. y iip• 'r' q„,;s ••.::: ;€i.•;;:.„ 0 PREPARED BY: Before construction is completed DATE: 6-25-1 A Srntt Pratt this building will be inspected for compliance with Section 553.908 a hereby certify that this building, 2k1d9igned, is in compliance Florida Statutes. C0DwiththeFloridaEnergyCod WE C J OWNER/AGENT: BUILDING OFFICIAL: qIzz- DATE: 6/25/20 DATE: ro- (- its 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 6/25/2018 4:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot90KensingtonReserveLarg Bedrooms: 4 User Conditioned Area: 2169 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 90 KENSINGTON RES 3780 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2169 18436.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2169 18436.5 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main — __ 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ft' 904 ft' 11 0.16 0 0.84 0.39 0 0.61 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft' 216 ftZ Medium 0.85 N 085 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ft' 0.11 Wood 6/25/2018 4:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Ornt Adjacent To Wall lype Space Cavity Width Height Sheathing Framing Solar Belo w 1 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft' 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft' 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.3 0 10 E Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V 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 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in None Exterior 5 8 E 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 2 ft 0 in 1 ft 2 in None Exterior 5 9 S 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft' 449 ft' 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 2150.9 118.08 222.07 3398 7 6/25/2018 4:22 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return-- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed On Main cfm 130.1 cfm 0.06 0.60 1 1 TEMPERATURES Programablje Y Ceiling Fans: CoolHeating [X] Jan Feb [ ] Jan (X Feb [X] Mar Jun jXj (XjmmayJun j j Jul j j Au[ X] Sep Oct Nov Dec Dec Venting [[ Jan [j Feb [X] Mar Apr May Jun [ ]Jul [ ] Aug Sep Oct NNov ovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 25/2018 4:22 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3780 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows** Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2169 b. N/A Area c. N/A 181 75 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems ft' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 1.209 ft. 0.290 Area 14. Hot water systems 904.00 ft' a. Electric 397.00 ft' b. Conservation features ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compVa ea res. Builder Signature: / Date: 6/25/2018 Address of New Home: 37 r ley Down Loop City/FL Zip: 32773 Insulation Area R=13.0 1208.00 ft' R=4.1 966.00 ft' R=13.0 350.00 ft' R= ft' Insulation Area R=30.0 1301.00 ft' R= ft' R= ft' R ft' 6 430.8 kBtu/hr Efficiency 34.8 SEER:15.00 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.94 Pstat y F THE S7.q O a a r COD 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. 6/25/2018 4:23 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: 3780 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 -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdArindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/25/2018 4:23 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7). Florida Statutes, or individuals licensed as set forth in Section 489 105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in 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. Postconstruclion 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 (1WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/25/2018 4:23 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 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-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 6/25/2018 4:23 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 healing load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/25/2018 4:23 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. 6/25/2018 4:23 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 6/25/2018 4:22:19 PM Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3780 CRAWLEY DOWN LOOP, SAN FORD, FL32773 Design Conditions Job: LoMKensingtonReserv... Date: 7/25/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 26736 Btuh Entering coil DB: 76.8°F Outdoor design WB: 76.2°F Latent gain: 4274 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 31010 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: 29687 Btuh 111 % of load Latent capacity: 4999 Btuh 117% of load Total capacity: 34686 Btuh 112% of load SHR: 86% Design Conditions Outdoor design DB: 42.3°F Heat loss: 21261 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 153% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-Jun-2516:14.11 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCA...veLargoKGLW\Lot90KensingionReserveLargoKGLW.rup Calc - MJ8 House faces. W Component Constructions Job: Lot90KensingtonReserv... Wrightsoft• P Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3780 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (`F) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain it, BNhM,--•F fi=-•FI&uh 8tuhm2 Btu Btuh/IP Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 337 0.091 13.0 2.52 849 2.85 959 fnsh, 2"x4" wood frm, 16" o.c. stud a 210 0.091 13.0 2.52 529 2.85 598 s 349 0.091 13.0 2.52 880 2.85 994 w 195 0.091 13.0 2.52 492 2.85 555 all 1091 0.091 13.0 2.52 2750 2.85 3106 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 252 0.201 4.1 5.57 1403 5.29 1334 int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" a 199 0.201 4.1 5.57 1110 5.29 1055 gypsum board int fnsh s 322 0.201 4.1 5.57 1793 5.29 1705 w 55 0.201 4.1 5.57 308 5.29 293 all 829 0.201 4.1 5.57 4614 5.29 4387 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 332 0.091 13.0 2.52 837 1.45 482 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, n 12 0.350 0 9.69 116 10.5 125 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 9.69 145 10.5 157 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e 30 0.350 0 9.69 291 29.0 869 ft overhang (5 ft window ht, 1.17 It sep.); 6.67 it head ht s 15 0.350 0 9.69 145 10.7 160 w 45 0.350 0 9.69 436 29.0 1303 all 105 0.350 0 9.69 1018 23.7 2489 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 33 0.350 0 9.69 317 29.0 947 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 it head ht s 33 0.350 0 9.69 317 11.9 390 all 65 0.350 0 9.69 634 20.4 1336 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 48 0.620 0 17.2 824 37.4 1793 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 2 it overhang (8 It window ht, 1.17 ft sep.); 6.67 It head ht rk 2018-Jun-25 16:14:11 t wrightsoft- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 C( ...veLargoKGLW\Lot90KensingtonReservetargoKGLW.rup Calc . MJ8 House faces: W Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-11t: Flr floor, frm flr, 12" lhkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth w 24 0.390 n 18 0.390 all 42 0.390 1301 0.032 397 0.078 104 0.989 0 10.8 259 12.0 289 0 10.8 193 12.0 215 0 10.8 452 12.0 504 30.0 0.89 1153 1.74 2263 11.0 2.16 857 1.12 444 0 27.4 2835 0 0 1 -FF L Wri9nts0ft 2018-Jun-2516:14:11 r Right -Suite® Universal 2018 18.0.13 RSU23828 page 2 ACCA...veLargoKGLW\Lot90KensingtonReserveLargoKGLW.rup Calc a MJ8 House faces. W Prot SJob: LoMKensingtonReserv... wrightsofte Project Summary Date: 7/25/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3780 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Notes: L.S. 06-25-18 SRP Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 18762 Btuh Ducts 2499 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21261 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 21984 Btuh Ducts 4751 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 26736 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2462 Btuh Ducts 1813 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg none) Area ( ft2 2169 21A Equipment latent load 4274 Btuh Volume ( ft3) 18852 18852 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 31010 Btuh Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 3.0 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 = 32 OF Backup: 8. 5 HSPF 32600 Btuh @ 47°F 26 OF 1160 cfm 0. 055 cfm/Btuh 0. 30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AH R I ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilake ft' 2018Jun-2516:14.11 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 1 9CCt... veLargoKGLW\Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90KensingtonFleserveLa... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 ft 3 Room height 8.5 ft 9.3 ft heat/cod 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2205.8 ftz 480.0 ftz Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load number Btuh/ftz'F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Coot Gross N/P/S Heat Cool 6 4(tl 12C-0sw 0.091 n 252 2.85 364 337 849 959 0 0 0 0 2A-2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0 2A-2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 252 252 1403 1334 149 149 831 791 11 VjlL- 12C-0sw 0.091 a 2.52 2.85 240 210 529 598 0 0 0 0 2A-2om 0.350 a 9.69 28.96 30 0 291 869 0 0 0 0 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 280 199 1110 1055 280 199 1110 1055 2A-2om 0.350 a 9.69 28.96 33 0 317 947 33 0 317 947 2A-2omd 0.620 a 17.17 37.36 48 3 824 1793 48 3 824 1793 Vjl 12C-0sw 0.091 s 252 285 364 349 8W 994 0 0 0 0 2A-2om 0.350 s 9.69 10.68 15 13 145 160 0 0 0 0LG Vy 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 355 322 1793 1705 149 117 649 618 L-G 2A-2om 0.350 s 9.69 11.93 33 0 317 390 33 0 317 390 1}l 12C-0sw 0.091 w 2.52 2.85 240 195 492 555 0 0 0 0 2A-2om 0.350 w 9.69 28.96 45 0 436 1303 0 0 0 0C 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 79 55 308 293 0 0 0 0 11D0 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 P 12C-0sw 0.091 252 1.45 350 332 837 482 0 0 0 0 11 DO 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 20P-11t 0.078 216 1.12 397 397 857 444 0 0 0 0 F 22A-fd 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 0 274 Envelope loss/gain 16092 16931 5747 5320 12 a) Infiltration 2670 904 711 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 30D0 600 Subtotal (lines 6 to 13) 18762 21984 6458 7081 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18762 21984 6458 7081 15 Duct loads 1130/6 229/6 1 2499 4751 5% 5 % 323 354 Total room load 21261 26736 6781 7435 Air required (cim) 1160 1160 370 323 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgf esolt .'. -- • -- Right -Suite® Universal 2018 18.0.13 RSU23828 2018-Jun-25 16:14:11Page1 veLargoKGLW\Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web, WWW.DEL-AIR.COM Job: Lot 90Kensing IonReserveLa... Date: 7/25/2015 By: FJF 1 Room dame pdr mud nn 2 Exposed wall 8.0 ft 6.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 4.5 x 8.0 It 6.0 x 6.0 ft 5 Room area 36.0 ft' 36.0 ftz Ty Construction U-value Or HTM Area (lt Load Area (ftq Load number BtulVftz•F) Btuhlftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C.Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 56 56 312 297 11 V I 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 Imo; 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 v 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 LG 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 1IN 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 l I 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 75 75 416 395 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 L-C Y-- G 12C- Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A- tom 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 Uy 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 0P 12C-Osw 0.091 2.52 1.45 0 0 0 0 79 61 155 89 11D0 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 22 32 Envelope loss/gain 635 373 824 568 12 a) Infiltration 92 31 69 23 b) Room ventilation 0 0 0 0 13 Internal gars: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 727 404 893 592 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 404 893 592 15 Duct loads 1 5%1 59/0 1 36 20 5 % 5 % 45 30 Total room load I 1 763 1424 938 621 Air required (cfm) 42 18 1 1 51 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fFF wrlg F lsoft- 2018-Jun-25 16.14:11 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 veLargoKGLW\ Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90KensingtonReservet-a... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rrn 2 Exposed wall 27.5 It 30.5 It 3 Room height 9.3 1t heal/cool 8.0 It heat/coal 4 Room dimensions 1.0 x 352.5 It 1.0 x 251.5 It 5 Room area 352.5 It' 251.5 It' Ty Construction U-value Or HTM Area (ftq Load Area (ft Load number Btuh/ftZ°F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vN 12C-Mw 0.091 n 252 2.85 0 0 0 0 0 0 0 0 F-GG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 47 47 260 247 0 0 0 0 11 VLG12C-Osw 0.091 a 2.52 2.85 0 0 0 0 108 78 197 222 2A-2om 0.350 a 9.69 28.96 0 0 0 0 30 0 291 869 v 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 i-- L:C 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 v 12C-Osw 0.091 s 252 2.85 0 0 0 0 136 136 343 387 G' 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 y 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 131 131 728 692 0 0 0 0 TC' 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 L- G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 V/ t--D 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 79 55 308 293 0 0 0 0 11 DO 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 PI 12C-Osw 0.091 2.52 1.45 271 271 682 393 0 0 0 0 r--D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11t 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 167 158 Envelope loss/gain 2990 1746 1053 2073 12 a) Infiltration 315 107 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 13306 3053 1353 3005 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 3053 1353 3005 Duct loads 1 5% 5% 165 153 26% 39% Lj 1161 r Total room load 3471 3206 4166 Air required (cfm) 189 139 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgf- 2018-Jun-25 16.14:11 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 veLargoKGLW\Lot90KensingtonReservelargoKGLW.rup Calc - MJ8 House faces: W wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Far 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90Kensin gtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name nn 3 wic rm 2 2 Exposed wall 12.0 It 7.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cod 4 Room dimensions 7.0 x 5.0 It 1.0 x 149.8 It 5 Room area 35.0 ft2 149.8 ft2 Ty Construction number U- value Btuh/ ft2-*F) Or HTM Btuhlft2) Area ( It2) or perimeter (ft) Load letuh) Area ( ft2) or perimeter (ft) Load Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V I 12C-0sw 0.091 n 252 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 LI--GG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 VL612C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 v 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 I-- G 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 I6 2A-2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 12C- Osw 0.091 s 2.52 2.85 40 40 101 114 20 20 50 57 2A- 2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 V! 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 C1y 12C-0sw 0.091 w 2.52 2.85 56 56 141 159 36 21 53 60 mil' 2A-2om 0.350 w 9.69 28.96 0 0 0 0 15 0 145 434 1y t-- D 13A- 2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11130 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 252 1.45 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 20P-11t 0.078 216 1.12 35 35 76 39 84 84 180 93 F 22A-tot 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 21 188 Envelope loss/gain 349 352 562 1094 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal pines 6 to 13) 467 392 631 1117 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 392 631 1117 15 Duct loads 1 269/6 1 39% 1 122 151 26/ 390/6 165 432 Total room load 589 543 796 1548 Air required (cfm) 32 24 43 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgf• tso1'C A -- Right - Suite® Universal 2018 18.0.13 RSU23828 2018- Jun-25 16:14.11 Page 4 veLargoKGLW\ Lot90KensingionReserveLargoKGLW.rup Calc - MJB House faces: W fF wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name rm 3 bih 1 2 Exposed wall 25.0 ft 5.5 ft 3 Room height 8.0 It heat/cod 8.0 it heat/cod 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 ft 5 Room area 152.3 ft2 60.5 it2 Ty Construction U-value Or HTM Area (fig Load Area (fig Load number Btuh/ft2-*F) Btuhlfig or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.52 2.85 84 84 212 239 44 44 111 125 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 Vjl 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 l-t 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 VV 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 Lt 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0C 2A-2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 s 252 2.85 0 0 0 0 0 0 0 0 1-i 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 V! 13A-2ocs Bilk wad], s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 L--G 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 1! 12C-Osw 0.091 w 2.52 2.85 116 86 217 245 0 0 0 0 G 2A-2om 0.350 w 9.69 28.96 30 0 291 869 0 0 0 0 v I 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0D P 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.89 1.74 152 152 135 265 61 61 54 105 F 20P-11t 0.078 216 1.12 152 152 329 170 61 61 131 68 F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 376 16 Envelope loss/gain 1183 2164 295 282 12 a) Infiltration 246 83 54 18 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) 1429 2247 349 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1429 2247 349 300 15 Duct loads 1 269% 1 399/6 1 374 868 26% 391% 91 116 Total room load 1803 3116 441 416 Air required (cfm) 98 135 24 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F wr gF tsoTt- 2018-Jun-2516,14,11 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 vetargoKGLW\Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web. WWW.DEL-AIR.COM Job: Lot90KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 it 11.0 It 3 Room height 8.0 it heal/cool 8.0 1t heat/cool 4 Room climensions 6.5 x 5.5 it 1.0 x 1323 it 5 Room area 35.8 ftz 132.3 1t2 Ty Construction number U-value Btuh/ftZ°F) Or HTM Btuh/1t2) Area (its or perimeter (it) Load Btuh) Area (ftq or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Ww 0.091 n 252 2.85 44 44 111 125 88 73 184 208 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 LL-- 2A-2om 0.350 n 9.69 10.46 0 0 0 0 15 0 145 157GG W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 Vjl 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 L-( 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 T 13A-2ocs 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 I 2A-2cm 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 NI 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 06 4 I 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 C 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 1y L--O 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11130 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 PI 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F 20P-11t 0.078 216 1.12 18 18 38 20 0 0 0 0 F 22A-tot 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 43 33 Envelope loss/gain 180 164 447 562 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1600 0 Subtotal (lines 6 to 13) 234 782 555 598 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 234 782 555 598 15 Duct loads 1 26 % 399/6 61 302 26 % 390/6 145 231 Total room load 296 1085 700 830 Air required (cfm) 16 47 1 38 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lL sof'C- 2018-Jun-25 16:14:11 A -••-- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 veLargoKGLW\Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone- 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 90KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name msir bth mstr wic 2 Exposed wall 22.0 ft 7.5 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 111.0 ft 7.5 x 5.0 ft 5 Room area 111.0 flz 37.5 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuh/ftz°F) BtufVftq or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cods 6 Vj 12C-Osw 0.091 n 252 2.85 104 92 232 262 0 0 0 0 2A-2om 0.350 n 9.69 10.46 12 0 116 125 0 0 0 0lG2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 Vf12C-0sw 0.091 a 2.52 2.85 72 72 181 205 60 60 151 171 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 yl 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0LG2A-2omd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 Y__.G2A-2dm 12C-0sw 0.091 s 252 2.85 0 0 0 0 0 0 0 0 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 1 I 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 06 1 I 12C-0sw 0.091 w 2.52 285 0 0 0 0 0 0 0 0 G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 I 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0D PI - r-D 12C-0sw 0.091 252 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12-03 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65 F 20P-11t 0.078 2-16 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 14 Envelope loss/gain 628 741 184 222 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 844 814 258 247 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 814 258 247 15 Duct loads 1 269/6 1 399/6 1 221 315 26% 39% 68 96 Total room load 1065 1129 326 343 Air required (cfm) 58 49 18 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rstsoft- 2018-Jun-25 16:14:11 A ----- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7 veLargoKGLMLot90KensingtonReservelargoKGLW.rup Calc - MJ8 House faces: W wrightsoftRight-J® Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 Exposed wall 0 It 0 1t 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 5.5 x 4.5 It 5.5 x 4.0 It 5 Room area 24.8 Itx 22.0 ftz Ty Construction U-value Or HTM Area (ftq Load Area (It') Load number Btutt/fti°F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12C-0sw 0.091 n 252 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 I---- GG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 L-C12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 yl 13A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 I G 2A- 2cmd 0.620 a 17.17 37.36 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 s 252 2.85 0 0 0 0 0 0 0 0 I- G 2A-2om 0.350 s 9.69 10.68 0 0 0 0 0 0 0 0 1 I 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 61 I 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 t-- G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 1qI 0 13A- 2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38 F 20P-11t 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22A-1131 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 22 41 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 22 41 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 41 20 36 15 Duct loads 26% 1 399/6 6 16 1 39% 5 14 Total room load 1 28 57 25 50 Air required (cfm) 2 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L tsof[- 2018-Jun-25 16:14:11 A w -- ^-- Right-Swtes Universal 2018 18.0.13 RSU23828 Page 8 veLargoKGLW\ Lot90KensingtonReserveLargoKGLW.rup Calc - MJ8 House faces: W f F wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot90KensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 A 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 289.0 ft 5 Room area 289.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btut1/ft2-•F) Btuh/ftq or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T! 12C-Osw 0.091 n 252 285 0 0 0 0 L--GG 2A-2om 0.350 n 9.69 10.46 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 11 VL(12C-Osw 0.091 a 2.52 2.85 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 V613A-2ocs Blk wall, s 0.201 a 5.57 5.29 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 2A-2omd 0.620 a 17.17 37.36 0 0 0 0 12C-Osw 0.091 s 2.52 2.85 168 153 386 436 2A-2om 0.350 s 9.69 10.68 15 13 145 160 1 I 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0LG2A-2om 0.350 s 9.69 11.93 0 0 0 0 1 l 12C-Osw 0.091 w 252 2.85 32 32 81 91 L-G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 1 I D 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 P 12C-Osw 0.091 2.52 1.45 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 289 289 256 503 F 20P-111 0.078 2.16 1.12 48 48 104 54 F 22A-tot 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 52 Envelope loss/gain 972 1192 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1217 1275 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1275 15 Duct loads I 26%l 399/0 1 318 493 Total room load I 1 15361 1 1768 Air required (cfm) 84 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wr gF tsoTt- 2018-Jun-2516,14,11 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 9 veLargoKGLW\Lot90KensinglonReserveLargoKGLW rup Calc . MJ8 House faces: W 0 Duct System Summary Job: LoMKensingtonReserv... ft - Wrightso• y Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3780 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H 20 0.202 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1160 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 1 h 441 24 18 0.237 4.0 Ox 0 VIFx 16.1 85.0 stl great rm h 3390 185 161 0.208 8.0 Ox 0 VIFx 23.2 92.0 st2 great rm-A h 3390 185 161 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2 kitchen. h 3471 189 139 0.219 8.0 Ox 0 VIFx 17.4 92.0 st2 laundry c 1085 16 47 0.235 4.0 Ox 0 VIFx 16.9 85.0 stl loft h 1536 84 77 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr bth h 1065 58 49 0.295 5.0 Ox 0 VIFx 11.3 70.0 mstr rm c 4166 93 181 0.304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 mstr wic h 326 18 15 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int c 57 2 2 0.326 4.0 Ox 0 VIFx 3.5 70.0 mud rm h 938 51 27 0.212 4.0 Ox 0 VIFx 21.3 92.0 st2 pdr h 763 42 18 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2 rm 2 c 1548 43 67 0.232 6.0 Ox 0 VIFx 18.4 85.0 SO rm 3 c 3116 98 135 0.225 6.0 Ox 0 VIFx 21.9 85.0 stl rm 3 wic h 589 32 24 0.209 4.0 Ox 0 VIFx 29.8 85.0 stl rm 4 h 700 38 36 0.300 6.0 Ox 0 VIFx 10.1 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 652 507 0.202 610 14.0 0 x 0 VinlFlx SO Peak AVF 214 291 0.209 659 9.0 0 x 0 VinlFlx wrightso_ft' 2018Jun-25 16.14 12 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 fiCiCl...veLargoKGLW\Lot90KensingionReserveLargoKGLW.rup Calc - MJ8 House faces, W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsOft• 2018Jun-Jun16:14:12 C+ .,_,. - Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 hiC% ... velargoKGLW\Lo190KensinglonReserveLargoKGLW.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: Lot90KensingtonReserve LargoKGLW Builder Name: RYAN HOMES Street: 3780 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 plates and walls or cemlon a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6/ 25/2018 4:23 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 r--------------- unu , NN 7D I R)btll Y w-f a& ru ru X bd A ru 16'x12' 1 1 xwcd 14xB 88' 8,------- EA - - - - - - - - e• M 160 Iwcd 4• I o 4' bath duct 70 tXj D t+0 I r S r-\ 14x8 Iwcd wcd to roof c a p 70 N ex; l cd II ,_____; Nutone 696RNB D D 25jIfnch r Z w OTransfer ducts/d Incompliance withFidentidtBuildingCode - MncedReturn Air, exce. Buildermust provideunr1Inchundercutondooitableroans. 131TRY I Z------------- r---- W- V x 7.0 aw Builder will need to yM4M provide n/c duct chose W504H Bum emmal LLQ 4 8x4 wcd OBI 9 B&TH 15 OTIOR' s SUM 50 4- lOx6 Iwcd 1 I II 4' bath duct to roof cap 5 14• 18x18rag w/fan ..a.q 5 Nutone 696RNB + 16• 14xe Iwcd 180 j} lB®ROOY 4 n7 3510x6 Iwcd lOx6 d 20x6 wall roo 75 _ JIM 4' dryer ductl to roof cap{I dryer vent box 4' bath duct m \\ IOx6165d to roof capU 20 w / f a n 8x+ Iwcd 20x6 wall rag Nutone 696RNB 20x6 wall rag ) BEDROOM 135 6' y3084H Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. x4 lwcd 25 3. 0 TON V/5KV @240V 1PH 18x13 plen platform by bldr scale - 1/8'-I'0' Rating v 0 l Q v N CC) F` j`0 L O S n, N m LL Z O N CC) LU H ( OJ O IJ LLJ LLJ ICY_ Z 0 Lf7 7- p LD CD O I --I Z 0) 0 Lf) d O LLJ N,, Q J (7) Y I--, LL- Z O r rn m w Z o Z Q o H m w H Q O J O::) Q CK mCLJZn00 R--74,) dalnr-f ji%C„Vs lIj &qZ/-J JL43D! v !s I O J i07 9b PvG pUj s dvantage Plumbing, inc a 7e / q t re RECORD copy A DESCRIPTION AS FURNISHED: Lot 90, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: 5.00 w O LOT 91 ZztI I CO 5.00' P.C. 204.44— — — Ryan Homes/NVR Inc. LOT 30 PALM HAMMOCK ALLOTMENT PB 1, PIGS. 104-105 N 00019 ,09 " W 40.00' 41.80' 41.80' LOT 90 A 8.2' w PORCH 30.0' PROPOSED MODEL LARGO VS — K GARAGE LEFT ENTRY I 0 0 21.3' 16' DRIVE Fi 25.20 15.20' 10' UTIL. ESMT. 0 v 30.53' 5.00' w 5.00' 3301 A--/-- U -/ _ Ok to construct single family homeWithsetbacksandimperviousareashownonplan. yo, 8 Lary VS I - K WALK U DRAIN INLET AS SCALED FROM N OO'19'09" W DRAINAGE PLANS 40.00' CRA XLEY D 0 TAN L OOP 50' PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS V ocl n no: n rvnrvL ncl/ PLOT PLAN ONLY NOT A SURVEY PER DRAINAGE PLANS FRONTFRONT = 25 PLOT PLAN AREA CALCULATIONS REAR = 20' fir= PROPOSED DRAINAGE FLOW e YLO IMPERVIOUS COVERAGE = 1,877t SOUARE FEET OR 40.8? SIDE 5' FOR 40' LOTS LOT GRADING TYPE A Q0 LOT CONTAINS 4,600t SOUARE FEET SIDE = 7.5' FOR 60' LOTS F. GA PROPOSED FINISH FLOOR PER PLANS - 31.0' LIVING AREA CONTAINS 1,353f SQUARE FEET SIDE 70' FOR 75' LOTS 6'- CON[ LANAI PORCH CONTAINS 524f SQUARE FEET SIDE STREET = 25' CRUASE'NMEM?—,S'COTT ASSOC, INC• — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P .PLAT Pal. POINT ON LINE r • FIELD 7YP. • TYPICAL NOTES., IP. IRON PIP[ " C-C • POINT OF REVERS[ CURVATURE IR. IRON ROD POINTPOINT Or COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF RAD. CAL MONUMENT RAD. PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. 1/2' I.R.I•/LLB 439L Nit. NON -RADIAL1/2' E 2. UNLESS EMBOSSED HIM SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P. VITNESS POINT J. THIS SURVEY WAS PREPARED rROM ITTLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT or BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. • POINT OF COMMENCEMENT PRAL PERMANENT REFERENCE MONUMENT 4. NO UND£RGROUNO IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWIS[ SHOWN. E CENTERLINE FF. FINISHED FLOOR ELEVATION NLD NAIL L DISK B.SL BUILDING SETBACK LINE S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. ' R/V •RIGHT-Or-VAY ft BENCHMARK O. OIMCNSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RCCONSTRUCr BOUNDARY LINES. ESMI. EASEMENT Ba. BASE BEARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB.) DRAIN. DRAINAGE 6 ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1920, UNLESS OTHERWISE NOTED. UTIL. • uTILITr CLFC. CHAIN LINK FENCE 9. CERTIf7CATE OF AU'HO.4IUTION W. 459E. VD.rC. VOOD FENCE CID Co."CTC BLOCK SCALE 1" 20 DRAWN BY.• •• • P,E. POINT OF CURVATURE P.1. • POINT OF TANGENC7 DEsc. DESCRIPTION-E) CERTIFIED BY: DATE ORDER No. P • RADIUS L ARC LCNG7N PLOT PLAN 06-13-2018 3853-18 D • DELTA C CHORD C.B. CHORD REARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN __. 6iENTHEESTABLISHED100YEARFLOODPLANEASPER "FIRM• TO X. ERR.L./ 47ZONE " X" MAP / 12117C000OF (09-28-07) J' U`R ..L.S !P 4801 RECORD COPY City of Sanford, Building and Fire Prevention Product Approval Specification Form Permit # # 1 8- 3 3 0 1 1 Project Location Address oe- BuILo, S /'O 0 As required by Florida Statute 553.842 and Florida Administra ve ode 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 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product 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 - 28 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 71 Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 A-1 ROOFi TRUSSES A FLORIDA CORPORATION V- M 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES 0. 0 u 2 PROJECT: KENSINGTON RESERVE 0 u w COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:90 / MODEL:LARGO V1 / ELEVX / GAR L JOB#: 72641 MASTER#: W RCLG 1 A9 OPTIONS: 9'-4" CLG t 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 WRCLG1A9 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "A" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -97 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 611315-31.003,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 A0033311 A01 3/30/18 13 A0033323 CJ5 3/30/18 25 A0033335 FL09 3/30/18 12 A0033312 A02 3/30/18 14 A0033324 E01 3/30/18 26 A0033336 FL10 3/30/18 3 A0033313 A03 3/30/18 15 A0033325 FG01 3/30/18 27 A0033337 FL11 3/30/18 4 A0033314 A04 3/30/18 16 A0033326 FG02 3/30/18 28 A0033338 FL12GE 3/30/18 5 A0033315 A05 3/30/18 17 A0033327 FL01 3/30/18 29 A0033339 HJ2A 3/30/18 16 A0033316 A06 3/30/18 18 A0033328 FL02GE 3/30/18 30 A0033340 HJ3A 3/30/18 7 A0033317 801 3/30/18 19 A0033329 FL03 3/30/18 31 A0033341 HJ7 3/30/18 I8 IA0033318 B02 3/30/18 20 IA0033330 FL04 3/30/18 32 IA0033342 J2A 3/30/18 9 IA0033319 B04 3/30/18 21 A0033331 FL05 3/30/18 33 A0033343 J3A 3/30/18 10 A0033320 CA 3/30/18 22 A0033332 FL06G 3/30/18 34 A0033344 J7 3/30/18 111 IA0033321 1 CAA 3/30/18 23 A0033333 I FL07GE 3/30/18 35 A0033345 M7G 3/30/18 12 A0033322 CJ3 3/30/18 24 A0033334 FL08 3/30118 36 A0033346 VM3 3/30118 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-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. O \ j•• r Me The suitability and use of components for any particular building is the responsibility of the ,\\ •GENS :•. 0 building designer, per ANSIITPI-1 Sec. 2. . ' The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on they • No 90083 •' construction documents (also referred to at times as 'Structural Engineering Documents) to ; i* 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 Digitally signed 4 Engineering Documents) are specialty structural component designs and may be pft T.Tombo, IIIrithonyDN. c=US, st=Flori w pro] ect's deferred or phased submittals. As a Truss Design Engineer (i.e., Special di '• Engineer), the seal here and on the TDD represents an acceptance of professional Fierce, o=whole Ho s • ( 0. O \, Engineering, cn=Anth ••.• \ engineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDortx• TTeo m bo f Tombo,111, Building Designer is responsible for and shall coordinate and review the TDDs for _ compatibility with their written engineering requirements. Please review all TDDs 1 1 all AnthonyltTowbogltktP.E. related notes. Date: 2018.03.3014.04.51 SERIAL, ## 04' 00' oft toPage 1 of 2 3BBCA22100 0000004C1287DF Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3AMIROOFThesetrussdesignsrelyonlumbervaluesestablishedbyothers. A#==TRUSSES A FLORIDA CORPORATION RE: Job WRCLGIA9 No. I Seal # Truss Name Date 37 IA0033347 VM5 3/30/18 38 1 STDL01 STD. DETAIL 3/30/18 39 STDL02 STD. DETAIL 3/30/18 40 STDL03 STD. DETAIL 3/30/18 41 STDL04 STD. DETAIL 3/30/18 42 STDL05 STD. DETAIL 3/30/18 43 STDL06 STD. DETAIL 3/30/18 44 STDL07 STD. DETAIL 3/30/18 45 STDL08 STD. DETAIL 3/30/18 46 STDL09 STD. DETAIL 3/30/18 47 STOL10 STD. DETAIL 3/30/18 48 STDL11 STD. DETAIL 3/30/18 49 STDL12 STD. DETAIL 3/30/18 50 1 STDL13 STD. DETAIL 3/30/18 51 STDL14 STD. DETAIL 3/30/18 52 STDL15 STD. DETAIL 1 3/30/18 53 STDL16 STD. DETAIL 3/30/18 Page 2 of 2 Joel • Truss Truss Type Qty Ply A0033311 WRCLGIA9 A01 Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29.40 2018 Page 1 I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-cagP7bm 14o_Unewg79XLyCMiS93PnoCQOp7RGjzVmgP 1241-9 , 17-7-7 23-0-0 30-0-0 31-0-0 9-0- 7-0-0 5 4-9 5 2-13 5A 7-0-0 I-0-0 5xB = 6YR = 13 27 28 12 29 30 11 31 10 32 33 9 2x4 II 400= 12-4-9 5x10 MT20HS= 3x8 = 17-7-7 2x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.28 10-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.56 10-12 644 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.34 10-12 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 249410-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 893(LC 4) 7 = 893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5141/1869, 3-20=-6369/2382, 20-21=-6369/2382, 4-21=-6369/2382, 4-22=-6369/2382, 22-23=-6369/2382, 23-24=-6369/2382, 5-24=-6369/2382, 5-25=-6390/2392, 25-26=-6390/2392, 6-26=-6390/2392,6-7=-5137/1868 BOT CHORD 2-13=-1633/4653, 13-27=-1631/4669, 27-28=-1631 /4669, 12-28=-1631 /4669, 12-29=-2276/6390, 29-30=-2276/6390, 11-30=-2276/6390,11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1636/4665, 32-33=-1636/4665, 9-33=-1636/4665, WEBS 3-13=0/505,3-12=-739/2062, 4-12=-690/480, 5-10=-701/479, 6-10=-752/2090, 6-9=0/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=893, 7=893. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-M, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12, 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-0, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-", 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of Dead Load Defl. = 5/16 in 5x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 10% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F) 21=-123(F) 22=-123(F)23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F)27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F)33=-70(F) 7_q=_1F7A/dFdq G. drrhih rib. h'.I Ix4 IIdiS6 r1NElj QC11! RtlIS t (u.plQl1 (iil;tl G1[1'}lNCeIfX4R he I In i,q poem d rd m, n, l:n, Owp M..gln"! d b tr.I.,1 Irdr 4 e L td m Am Ibr n,. Wn,,4anu dN r M Irl,.dh IYtrhe—mpm,umle.two.Ina k'41'.I'm MgeegYn (Ie.frr.nAlfmr; I. W g Tmuv n K.Fa,/b MinYd gmrgnyrMlryk M 4tpder NO, In:t4pWuYI00"W. IM.IY Iwpnugmn.Idale Or,,uml4j Anthony T. Tombo 111, P.E. I drudatlm!'onl Ifyhmmp`v.+Iqdtre.rn,40.ri,.brcN.prhlden Inym,orrmade.l4,bQ;daYdlr'I,yrd.dll41 IMgpnldhl00dm llrud4lm d.1{d;gr.udbr IY.:x{ullYYn r tlind a 80083rivyrr+yrdtnnn.lo„m...dlordr,Im..f e eemrigoyrmsdmw.mu(w>lunwhnrvumrme>,u.p dM.nlnlrr.,rrnu,.frudsumay..In,olptgmdlmlraamn. 4451 St. Lucie Blvd. rin+l IdudheS,ri agrd gn mrilhmlr,IMnf r4lnu C,,7fq.m h 1Bldtatly Mslv,utnn sp tyanloh PON to rgil ed o n c.nleEuehml Fort Pierce. FL 34946 4ppidht0ttl6AdteefTimm -Aahosy1.leoheIll. ll. teptodeaiaofdisdomcrm,ioo.yham, isplohihited itherlthe rnne pnossonhow bReolhenes-A theoyI loeheIII, t.l. Job Truss Truss Type Qty Ply WRCLGIA9 A02 Hip 2 1 A0033312 Al Rrv.(T., F.... Dte Fs .s n.sc ..-1-- Job Reference (optional) n•• • ••-•w •• ,.. ,< <U,. o. 14u b rxDv rc zu l ( Mil etc moustnes, Inc. 1-n Mar 30 11:29:40 2018 Page 1 I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-cagP?bm 14o_Unewg79XLyCMmO9_unwoOOp7RGjzVmgP1-0- 9-0-0 15-0-0 21-0-0 30-0-0 1-0- 0- 9-0-0 6-0.0 6-0-0 9-0-0 1-0-0 4x6 i 3x4 = 4x6 Dead Load Dell. = 3/16 in 3x6 II 3x4 = 4x6 = 3x4 = 3x6 II 10-2-1 10-2-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.38 12-15 946 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 34=-2125/1421, 4-5=-1992/1451, 5-6=-1992/1450, 6-7=-2125/1421, 7-8=-950/0 BOT CHORD 2-12=-1101/1872,11-12=-1336/2204, 10-1 1=-1336/2204, 8-10=-1 104/1872 WEBS 4-12=-104/469, 5-12=404/271, 5-10=404/271, 6-1 0=- 104/469 NOTES- 1) Unbalanced roof live loads have been considered fnr thie rlpcinn 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 2=357, 8=357. LOAD CASE(S) Standard 30-0-0 10-2-1? PLATES GRIP MT20 244/190 Weight: 129 Ib FT = 10% 4ror ksu MsgJr n•a.h'111701TIwrituinu(!lll tEU151lG,CiilC11(iS17x 0.Ta-illuCI11K1t1T'hrr. lair i,rt lrrmdndid sbswn,l n, Ir,PYr.gtf[4,diY Y4r I IK%KLPL ld—Sleditrsa, 01u,sixnu dal r dowtoiWhsrsu•!,nrr„sdMudhihuon•ds,sirns Mvptsosse(Is, Slrcalrly„ser;mui ss al lDtrsprrmom /O, ptn,rW grurill" WOryMm4lpdmmjsln!,lnWum iblio,dlTN. htnp—almn.Uua1!rEtw,,"mwrl I dnsde,fm,ArurlWynWsn!SIndtr0.m,40.ai,efNwq>tvhWtillIrY'r•.b;unalmltl,isT.dmYrmtl ledhe.Mi.th.4Jh[new !Wn,do,Im,.a1A Iwr;p;rp.htltl/+ydkun,eflbY,nNW.Ild OnyT.TOmb0111,P.E. m WN oups'sel Ule. 19-1aM.a roodmpau,d pNJend h ohm Qysrdtddl ltneu rt019r•kw4 mdvu m rdxvstd 1-9 pl. Mi ifusLuyWtan lom sm Mi h,y..Tie,onp [y,n of fnu rrnYda.rSss '1 80083 skMvlsfdlr slntsd spnlsp •. my lr dl r y,ndnf hlassds7[qunrUlCl hlWarpq,.,uL•sufra+E am tot l.imt tOr*.Wj4*nllnldaMolnl 4451 St. Lurie Blvd. p}ii1NOHill, Ad[ let lnnn-Amhrt}LhmhrIll, 1E. teprsAtaiardhitbronem,insly two, ispsohihildn@esnlit arinopnmittixhem Ad[oaf ln,us-AnhnyT.foots Ill, 11. Fort Pierce, FL 34946 Job ' Truss Truss Type Qry Ply A0033313 WRCLGIA9 A03 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:41 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-4mOnCxnfr66LPoVshs2aVPvvEZQXWOBZdTt?o9zVmgO 1-0 5 7-14 11-0-0 19-0-0 24-4-2 30-0-0 1-0- 0- 5 7-14 5 4-1 B-0-O 5 4-1 5-7-14 -0- Dead Load Detl. = 1/8 in 4x6 = 4x8 = 13 11 3x8 = 3x6 = 3x4 = 4x6 II 4x6 II 11-0-0 1_9_-0-0 30-0-0 11-0-0 8-0-0 11-0-0 Plate Offsets (X,Y) - 2:Edgt,O -O , [6:0-5-0,0-2-0]j9 Edge,0-0-01 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 0.77 Vert(LL) 0.22 11-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.46 11-20 788 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.19 11-13 999 240 Weight: 145 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/130,3-4=-2239/1628, 4-5=-1932/1362, 5-6=-1739/1343, 6-7=- 1932/1362, 7-8=-2239/1628, 8-9=-1208/129 BOT CHORD 2-13=-1341/2009,12-13=-963/1739, 11-12=-963/1739, 9-1 1=-1348/2009 WEBS 4-13=-322/427, 5-13=-81/417, 6-11=-82/417, 7-11=-322/427 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=339, 9=339. LOAD CASE(S) Standard by.Pm,,I.n1lh,ru.h'11 IM 111mr0frj Q11M[ELMSll0A'.AIICN(n1hMr67U•j2WOil[iitlll•I.r, lever hur I.whs+M,ed.n+w If,Im, Ae,*le.q Im': enb Ld f I. Ivb 41k Ii.e.,YM ,n,. OM,u A—ut.,e.Is, Ihl,w'I Whisrr9i rhl+Wlr,u11nh17Anie.Mt heli.+hup l¢r.(i,,Sr,n[m.M,m+Nwol lOh wpnm+wm r.,idrin,Yel„punee nywt100i h; rn 49pid as,, In+t lmmluNfhD wF, N.IM1I. [I,Iwp nu.p,d. hed7,mten,,,mleYr Anthony T. Tombo ]fl, P.E. I dn,is,[m,mwrL.wyl,ron+rw u ddo.u.e.o.. +.cvcrrYr mL.Mnhonl.c.drmaadm.Wx,diwhu=p,v..fml ne wl dlwdo iwn,d4hn a+.girxywm.mro.d, drr,ra.w, d a 80083 Y LtYrilhopnwe 4rwou. lAwz, urw. as HOW O, pW—d rj!hn jM W"[syrem Sirr, tir.mm;16,pil+Me h rune SLU n Ida fP.p .1plwu. IM ulw+brrymYL•n ae bus#4 h., hup. i—hip Eq—ee rmt tale n..'ne "5I St. Lucie Blvd. rLr.im hAwl l,etetet qed rm. heyhrfern nine Mlmsdsqhq.w,heAldlWathr{s.,.Ins+SpiaEywtoi Mlse t0 o7'yo>r.•n nnlialh RFl Fort Pierce, FL 34946 ep)41he010111A-lI„fImso-Anhtegl.limboIll, r.l. teproAeniodlhnAommem,inulfirm, ispohilitei.ithmthernlre.pelmnsu.him A-ftedhisses -Aerho.rI hmhoIll, l.l. Job Truss Truss Type Qty Ply WRCLGIA9 A04 Hip 2 1 A0033314 Job Reference o tional M 1 RUOI i russn r e, roFierce, c 34946, ciesign@aitruss.com Hun: 8.120 s NOV iz 2u1 r Print: 6.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:42 2018 Pagel ID:hA3xRN7kH8GY_ sQsevncy2zOBnp-YyyAPHoHcQEC1y42FaZp2dRlUzgAFgGjs7cYKbzVmgN 1-0 6-5-13 13-0-0 17 0 0 23-6-3 30-0 0 1 0 0 6- 5-13 6-6-3 4-0-0 6-6-3 6-5-13 -0- 4x6 II 4x6 11 4x6 ll 3x4 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Lett 2x4 SP No.3 1-6-0, Right 2x4 SP No 3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min.0-1-8) 9 = 1260/ 0-3-8 (min. 0-1-8) Max Horz 2 = 104( LC 13) Max Uplift 2 = 358( LC 12) 9 = 358( LC 13) Max Grav 2 = 1260( LC 1) 9 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1078/170, 3-4=-2249/1650, 4-5=- 1926/1395, 5-6=-1532/1289, 6-7=- 1926/1395, 7-8=-2249/1649, 8-9=- 1078/170 BOT CHORD 2-13=- 1359/2017, 13-22=-845/1532, 12-22=- 845/1532,12-23=-84511532. 11-23=- 845/1532,9-11=-1365/2017 WEBS 4- 13=- 465/531, 5-13=-223/498, 6-11=- 222/498, 7-11=-465/531 NOTES- 1) Unbalanced roof live loads have been considered fnr thie rtacinn 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=5. Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=358, 9=358. LOAD CASE( S) Standard Dead Load Defl. = 3/16 in 4x6 II PLATES GRIP MT20 244/ 190 Weight: 133 Ib FT = 10% ir.q tlnG u•^I'rrr•h. h'111301 IMMI'ST1111"1610MI TIMI s.illGseYSmM(a1n•;lm[REi:Jlli IN.roll roll1.1.rmdrtr a". r.0- npomylr[9; dIh L1x11 Iuhrt IL to.-Ymk nl ed Mu.m wd""'Do I Wllslr.m114hf WlMnd hlmnouh,+dl:Itlns lnylleprept.SK,Mry bpan;ulW.Ni 101 nPnre.mp.adtr Pdlsudq<nrhlny.utrcl6;tr4spdtrsajl luulpmluMlpO.h.d.RF1.Ih /euP.Gwpla.hNal t.ta.>. noditi Anthony T. Toinbo 111, P.E. I dIs,1*0.lhroil.ILgnNmpffiIn,dMO.m,trO.nllas+:alp:xvhlNl6glnipl,•trimldOEM Ql.6,OfdGlh[d1&gdl.Trill. Tit 40 n1Ah190-WN! InldullmtdA l.nq.w Iry.meOprdhrtqudlhhlnq.Ul d tn'M l.180083 W1.4a1hlptt ditrq.rr.HinM. tr Tina Go pl:h-lGo Whq(Igrm ldrq mgsp plhdN hm d slu ul sd-11hl pod PING. I1F1.h.lmsespeliaes.l Onnd LLnsdu.,Lm Cop 6flen dhrt Nx+n.ras 4451 St. Lurie Blvd. Aenu IdnN 111I,rg qnlrPl. ssmq IT dl trn Indu1 IN Imr dut Elpun h eCi d l+lllly bsgc, a Intl 4fo. Erynn r oT.IS11 10 i1tN o•n .I n IdGN G In I, oppipht02016A-Itodlnsses-Aotloop1.bmhoIll, p. l. teptoieaih.d0islomnem,insly lugispmhil'aedwdhhldlist wlinnFn.issioohl.Ad loci hows-Anthony 1.lonloill,F.l. Foit Plerce. FL 34946 Job ' Truss Truss Type Qty Ply A0033315 WRCLGIA9 A05 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:42 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-YyyAPHoHcQEC 1 y42FaZp2dR4czg3FkPjs7cYKbzVmgN 11-0-p 8-0-0 15-0-0 22-0-1 30-0-0 31-0-13 0- 8-0-0 7-0-1 7-0-1 8-0-0 -0- 5 00 12 4x6 = Dead Load Dell. = 1/4 in 3x4 3 2 1.Sx4 \\ 4 3x6 5 3x6 7 1.5x4 1 8 3x4 9 10111 Psi 0 10 14 23 13 24 12 3x4 = 4x6 = 3x4 4x6 II 4x6 II 10-0-15 19-11-1 30-0-0 10-0-15 9-10-2 10-0-15 Plate Offsets (X,Y}- j2:Edge 0' -Mj, [10:Edge,0-0-0) LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No 3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 126010-3-8 (min.0-1-8) Max Horz 2 = 118(LC 13) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528,5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOT CHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363, 10-12=- 1299/1966 WEBS 6-12=471/701, 8-12=-425/553, 6-14=471/101,4-14=-425/554 NOTES- 11 1 Inhnlanrerl rnnf lives Inar1C hnve hewn rnneirlererl 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) 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 = 10.0psf 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=374, 10=374. LOAD CASE(S) Standard Wool Nnr dng!h "W. ra'l l Ix9 IIISSR(Sruln WMI TEN A (OORDS he, Serdl hdp padns n1 id aii m rii lw in.p pnq JUP, d m U:* I lob q ?I. When Sim kvi n+ Odns dla.m Wd • M 101, ary IOld runmrlhz+udlnu/Inh Tolsk tl hehm hup hpae(u,SpcMry Egsur;MWnm11OO uprm+uaapu do+pdn+wd+gsnnq ugaaldel h,a4apdmwjr Sus lnml ad+IOO ah.wlu lM1l ll+lwp nuuprn.lutap ruhe.y+.erm7 Anthony T. Tombo 111, P.E. I dn+da, lm *,q hdl,q ism7 80083 m 114g O,+pmr hrw. 10an N+Mr+m TOP alhpam+ar pd9on dm MNq(elan Sddl hhnmm W. p1hild4111a IWas rd.-Jt pntl piau,MlN*ift,rymFJanal K. dmhn+ h+rpu.lim+ Onpryas el In:sY ruer.ah++ r} xmu WoN ll efatsa rid yno•nmlll dl pru+ndrd IMlnf+hupfymu h 1Ol N la'Llps a, u L•n+ Stara bow del Mlg 1Ogthdirnnmltmilaml Fort P Lucie Blvd. foor[ Pierce, e, R 34946 ppilhl 0 }DIA A I lest Inssrs Anioq 1.1o¢6d III, f I. teploilnionf dis imomeol, in sly Imo, is pwlilshd ailbut lie v,ineo permdsiu hem ld teof heat - Asihuy 1. into III, F.I. Job Truss Truss Type city Ply WRCLGIA9 A06 Roof Special Girder 1 1 A0033316 Job Reference (optional) Al Roof Trusses. Fort Pierce, FL 34946, designigaltruss com Run, 8.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:43 2018 Pagel ID,hA3xRN7kHBGY sQsevncy2zOBnp-09VYddpvNlM3e6fEpH42aq_ELN1S_7vs4nM6t2zVmgM i1-0-p 6-5-8 10-80 14-0 18-6-4 23-0-0 25-2-15 30-0-0 1-1- 0- 6-5-8 4-2-9 3-8-0 4-2-4 4-5-12 2-2-15 4-9-1 -0- c nn r, 5x6 = 3x8 MT20HSII 4x4 = 14 '- 12 -' 11 4x8 = 500 MT20HS= 3x8 = 6x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.28 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.54 11-12 670 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.32 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30 T4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No 3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1835/0-3-8 (min. 0-1-8) 9 = 2787/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 27) Max Uplift 2 =-558(LC 8) 9 =-984(LC 9) Max Grav 2 = 1835(LC 1) 9 = 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3620/1121,3-4=-3337/1074, 4-5=-3321/1062, 5-6=-6069/2124, 6-7=-6069/2124, 7-8=-5830/2081, 8-9=-5865/2088 BOT CHORD 2-14=-1003/3274,13-14=-1667/5346, 12-13=-1667/5346, 12-21=-1811/5450, 11-21=-1811/5450, 9-1 1=-1824/5306 WEBS WEBS 3-14=-309/283,4-14=-693/2266, 5-14=-3071/1175, 5-12=-485/1034, 6-12=-269/195, 7-12=-325/761, 7-11=-382/1320 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=558, 9=984. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Dead Load Dell. = 1/4 in 6x10 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 171 lb FT = 10% Standard Vert:7=-193(B)11=-365(B)21=-1544(B) 3-1dc_;yn4/7A'3 d_1d=_fiQ7/99RR Increase= 1.25, male increase=l.25 6eq.nme pv.glytr4. h'1iI701 nrS1rS111lljaM, ftWSlfD4RIG1laSI:Yj tui!r;uuGiICKrEAi We t!rfrrs!rputlmd!!y.>rnwn!lm!in.p 4 tMry l hcf IL 1`1 hlvnt!Shn lrr•— wit!, a...! d". M 111,so'1 Iplti ttvott l4+t trrlYmllrb Uldn•Jd in Lnt hvp fgr.(it, 1peMn lepev,pr tM n.l 111 tepeem.mp.v npxntbW geurlq tetpNlJ7r b•tu lwptld wee ln:!4rrnln MihD nle,dulM11 nr hLp nugnta 4.a1 t.EWLulelml Anthony T. Tombo Ill, P.E. dne4n!hntNegWlvlMhntru6le•d!n0•nt,thD.utirbA:!irpvhl.11;yldp!,.dtte!naptttl,dtxdp!bvJhJhliA!.:IM1I,n!glnnlddlOCd.!hello•dMIm.1A l q.w!,n!hEn.dMrgtmlrYn!N!dLrd 180083thet.4.1 hip, u finegi, In.,n vt M. th IM nr v pmv d p shv J ne tdkq laps St!M tn.mu (Im. pmthr h in r!r SIII all tdund In rynJ p r.u. 1M1I phti 1; Inirmv Ihtt d Wit py lint b1W.lint revp h1.. d Inv N.Aar.v..!.I e]tMulJiulllrGtu tad qn o.mq ll ellrana•dtd it, lnis Gritlqunrhlei N IsIui itiytu.n lnv Spp. E.P. 0 or MAq rl'maIsA !.s—iftibinl 4451 St. Lucie Blvd. bppiph101D16A111hITniirs- Amlh yl.lrmblIll, Lf.[epulhaiudnitluunem,ihnllua,iSpmliMdrnhetnthevtinupomistiohloA-Ilrhlhnses-Arthrayl.11pbo111,11. Fort Plerce. FL 34946 Job ' Truss Truss Type Qty Ply WRCLGIA9 B01 Hip Girder 1 1 A0033317 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQal lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:44 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-UL3wgygX81 UwGFERM_cH72XPImOobHOJRSfPUzVmgL 1-0-0, 7-0-0 10-8-0 14-4-0 21-0-0 ,22-4-Q 1-0-0 7-0-0 3-8-0 3 8-0 7-0-0 1-0-0' Dead Load Defl. = 1/8 in sxs = lOO 5x8 11 1.5x4 11 5x8 = 1.5x4 11 5x8 11 7-0-0 10-8 0 14-4-0 21-4-0 7-0-0 3-8-0 3-8-0 7-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.14 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.27 11-12 955 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.16 10-11 999 240 LUMBER - TOP CHORD 2x4 SP 2400F 2.0E 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SP No-3 SLIDER Left 2x4 SP No-3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1761/0-3-8 (min. 0-1-8) 8 = 1761/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 27) Max Uplift 2 = 651(LC 8) 8 = 651(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1235/303, 3-4=-3341/1240, 4-21=-3490/1352, 5-21=-3490/1352, 5-22=-3490/1352, 6-22=-3490/1352, 6-7=-3341/1240, 7-8=-1235/303 BOT CHORD 2-12=-1086/2997, 12-23=-1087/3015, 11-23=-1087/3015, 11-24=-1046/3015, 10-24=-1046/3015,8-10=-1047/2997 WEBS 4-12=-8/503,4-11=-276/733, 5-11=-573/388,6-11=-276/733, 6-10=-9/503 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate 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 well fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=651, 8=651. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 10-8-0, and 123 lb down and 143 lb up at 12-3-4, and 240 lb down and 269 lb up at 14-4-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 365 lb down and 119 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-193(B) 6=-193(B) 12=-365(B) 1 1=-70(B) 5=-1 23(B) 10=-365(B) 21=-123(B) 22=-123(B)23=-70(B)24=-70(B) PLATES GRIP MT20 244/190 Weight: 100 Ib FT = 10% h ol M.."rlrt.fi—lh irl..h'1I1x1117SSB(S(Il(rl Qatli: TINE 1(Osti11O11(O41OYj mT(1'i1(11OR[I:.lrr W. rent b.p,.mdmdml Wi.ntl-MpinglRT,dh LMry 11¢aRrf eel.n.%MWre ni. Odns M—so ddW i'lM,.q Ibld'--., b,,W1k.Nbeb17ONk.M4 ls.lrnt htiptgbe.[Ir,S,nxO,l.pn;m WwmlDD npnmru.nra.eNnprMwdgm-g nywulJet bl IN trqpdtrmjeh.:ti.1mi.mNO.h,.tr PIT. htKp—W.. 6"(YOWL umUtr Anthony T. Tombo ill, P.E. dn. dLilmth ml.igbtrinp.uhk dtrl ni,mOnrsr.aNd.P.rtrldlgkupytrlMndmef,k4ldmbdl Y.,n4rdRll IkpnnlNblWdmtrlmAtlelne.h6rl.Ofwlg nhEW.rdk.n N1kl.inr.Wi7d a 80083 trg ks ra4prdnm. (t. 811—tam. tr1ONOW tr,rmrdrd!kndmud" (...e p. Terry M'." gu)r•Wrkl d ti(a miMnuuh ymd n av Pa.MI&%,%2, id—N.", 1-Onp[L$-m lrm Maae"...bn 4451 5t. Lucie Blvd. OgOii .tn.iu ld..111. ut.a ap.el nn. amFl, d,r.,r nM.rf Ik intta,2 tgwn LLeCltrlasfa{bsp,.I:nss,stra hP.nrmf w`11Ma.m.lniid.irll Fort Pierce, FL 34946 oppilln01616A41afanus-Amlogl.Lmboill.M. rtprdouiudllitbmnem, in.qlmqnpiMlilild.ltlemTIN rritte-FtemssiiMh.mA-I lidlnsus-A,Iht.rl110bill, r.1. Job Truss Truss Type Qty Ply WRCLGIA9 B02 Hip 1 1 A0033318 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:45 2018 Pagel I D: hA3xRN7kH8GY_sQsevncy2zOBnp-yXdl2lg9vLcnuPpdwi7 WfF3cJAhnSBn9Y5rCxwzVmq K 1-0-0, 6-5-7 9-0-0 10-8-0 12-4-0 , 14-10-9 21-4-0 1-O-0 6-5-7 2-6-8 1-8-0 1-8-0 2-6-8 6-5-8 3x4 -z:: 1,Sx4 II 3x4 = Dead Load Deft. = 3/16 in 3x6 11 5x8 = 3x6 11 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- [2:0-3-11,0-041, [10:0-3-11,0-0-41, 11:04-0,0-3-01 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 0.70 Vert(LL) -0.19 11-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.40 11-14 >642 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 11-14 >999 240 Weight: 93 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 83(LC 16) Max Uplift 10 = 231(LC 13) 2 = 261(LC 12) Max Grav 10 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/28, 3-4=-1415/1041, 4-5=-1171/866, 5-6=-1059/835, 6-7=-1059/835, 7-8=-1171/866, 8-9=-1419/1045, 9-10=-942/80 BOT CHORD 2-11 =-830/1251, 10-11 =-834/1256 WEBS 6-11=-293/522, 4-11=-267/343, 8-11=-273/348 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. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=231, 2=261. LOAD CASE(S) Standard xa.q-Itra11.00fn".&'A 110 TIVIS3 ran RquitUM1101fRpal MICA r[Y'11) IMORIbW!fY ka Ialf Rtipl pY ttnt nlirr4t.htirnt dtq ht.uq plOJrmtOag l.ta.Ym.11.1dnnu Sent l,v,.n. lWvoe misxh1r41!{, trS Iei,tnr,v tW„rb h.vllnhlMnhnW I,tlnu d,#'.ynenpl.4,dgt,pmlm,w,$)rAnrn.,r nrrmu Jit rtJm,rJrq,reut,na.aah.Md.e,,,p JtM tqht,nt kteMrbl:7r.,rn1I11. tY tn nuepa,Iragrraar,, ta Im,. rtgwdeolnuln.If•Mgmm yw,iJ:IJO,C.w,WO•ni,wmitr,I mnS{wkyM,e.nmunaJMlif.ihltfa!?,IadMlgr,rlHl, hO s JJ'a IMrntnln,JenL•n,,.cYiyw,llq,bsq,n "urolYap,MOhany.Wklk Anthony T. 60083 1(., P.E. t. l.afy Nupr(ran, larM,n M.lY lr2rY Fae,nr two., J,h wfgc a wsdnl hYrrtergizipahm 1. mr Ylt—e—w h,1—d Af.0 1 I Ma,nu,pn6Cnre.n JlS l n, It InuG 1, rrm, xrE[Irn,t, B083 tln.hrlMhtrMdgrcl qr. nlbllf Jl r.rt arthd N4m Of,y laT„uaCifh lily rngn,Lin I;W.I ndr. n, ' a`' °w' 4451 St. Lucie Blvd. gf°'alri'"~"i1u1h1' appilkt0101{Alladhatut An617L1eaJaOIJL Itpfahniacdf{itleWmtcl,ilupinm,iipn{iblttlydbaslN,uiteapnmissisebanAIladTines-Atsbagl lanbaip,r.l. For. Pierce, FL 34946 Job ' Truss Truss Type Oty Ply WRCLGIA9 B04 Common 2 1 A0033319 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design a@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:46 2018 Page 1 ID•hA3xRN7kH8GY sOsevncy2zOBnp-RkBgFerogekeVZOpUPeICTcrSa1OBeXJnlamTNzVmgJ 1-0 0 6-5-8 10-8-0 14-10-9 21-4-0 1-0-0 6-5-8 4-2-9 4-2-9 6-5-8 4x4 = Dead Load Dell. = 3/16 in 0 to 3x6 II 5x8 = 3x6 II 10-8-0 214-0 10-8-0 10-8-0 Plate Offsets (X,Y)-- 2:0-3-11 0-04], [8:0-3-0,0441, [9:0-4-0,0-3-0] 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 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purtlns. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cal. Il; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=245, 2=274. LOAD CASE(S) Standard h.al floe. Yrple n,.tr'111G01 I1733iS IZeIlnRtlLLl1!ml3leGt01ir1M IOSiC(t7RijtIDOf!IWIFR k. i,A•mi pmm d,r YnrMimtMq t•.q(fLDl eta tpgi.!nYO e( ednm 9nl mho •v hkv M.he t741rMI:1, r; Ndd wetr llmi vAr•vllrhll9hh f1 to ilme Mu{,!gwip•.S dn[yrnl h•errq Gl nr:etatrrenhxt eetr rhure epmegiryetYar44Yq•el4 uqh l,ni4!CAetri?3r., rnlpl. I inip nrerri,hrq n'ire,,eun Anthony T. Tombo III, P.E. t r80083 di*r.rleneY6C.r,+Vn 4451 St. Lucle 81vd. Foe, Pierce, FL 34946 eppq'rm7016A1tw1 Leiut IeibuylA mMIIIJ.L tepe6eiee el Ikis lernmn!, is toylmm,npoYilild r4.`eet[be ninn FemuiAe hm A l led lnisei. dmMry 1. lembe III, l 1. Job Truss Truss Type City Ply WRCLGIA9 CA Corner Jack 10 1 A0033320 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designLal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:47 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-vvA3T_sQRysV7jyO279_lg94 B_cEw8N S?PKJOpzVmgl 1-0-0 0-11-11 1-0-0 0-11-11 3x6 II LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 = 88(LC 8) 3 = 1 O(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Extenor(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 psi 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 hnttnm rhnrrl anti anv nthpr mpnnhom few" rpru hndh rr•u. R'II UGI 11M. rAu[r`j,6W.u1 FEW A[Gr:iI4N(IS1:i tnl')elUCil[K,alfi prr.reA(rfp randm drd eMnwml.0 kvpinq(1[4^,mm 4:hry11eeL4tE.hhm Yenlr em hh-ft.iu dddrM W'.1 Y1lnrrumrlhsurlhnel lnrolApM./e ssrlimkup lrpeMpr, Srcall bore; plWnr.t l6lrrpnunomla.rNrip swrdgauMlreyruulry b•pr pupd4sa;rinnlrymlupr lCO wlr,wh lM, Mlnpnnarara.bNalrMawsuarlery Anthony T. Tomho 111, P.E. I deudprh.nprolldbgpMrnpJdl!dnr6.n.EeO.rirrsarhNr,SxxlYlnllnrOnfp4[atnmaAm!tl,ieQ(adOrhdlMYyWradRLl Mgln ddbrlWaN.4!Inedmlm.aMC 1r.61drq.mhWudkr.ufl r,nNWgd a 80083 IN Wool Oropai d 4rm 11.1, W.M. IN loh ne!a rrp¢n d pddan d!n b1Yy (.pmher•aeauaWMrlh1YlA d 14UU mrdm plle pond Yr plau. VA platnpn1lthnd enn A pe lint lt.px, has 1np Up. asEms Yndxaix. .!.14451 Lurie Blvd. eip.lu lrGxlgobcrdgdrxroamy It dlrr.nindrd Mlpu App Errym h111 CetW pttryr,n inn flmaEgprn Ynl r.i!>! Ih rq]rl Np•n pr nldxlbinl ZE Fort Pierce. IL34946 Gpinph101h16A•Ilocilnues-Aatlrryl. IKArlll,H. ReprrlufiuofthisAmmal,iauplun,isplpliliteArithlitthevritleopeuissinhaoAdRooflnlus.Aathool1.IntoHE,t.l. Job ' Truss Truss Type Oty Ply A0033321 WRCLGIA9 CJ1A Corner Jack 6 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design a@al lruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:48 2018 Page 1 ID. hA3xRN7kH8GY_SOsevncy2zOBnp-N6JRgKt2CG_MILXCbggDHuhG8OydfbdbE33tYFzVmgH 1-0-0 , 0-11-11 1-0-0 0-11-11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 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-M wide will fit between the hnttnm r•hnrri anei anv nthor momhom dht r r.rlnn,re..r nr.r.•Illwtnau{wut'Aarwlinuewe+llwum.11[nm;outcntrulywlny,l.r.r,drd.ln.ri,l„m pr..glm.^,de.uryl ImMILII msetnw.rnr amnau..rdr.am[..Y rhlw=rr, rlrrutlnml14w,aIs. ir.sInipIV— PI.*1MI,ptuAln, .,"nn"Prm,ump.ulury4 .rads+nwdr,unAreqIN1,Vpllam,rlmrtmn nlrmo.n.raW. mtear inifts.Anrn.Ire,A,.tirmr*7 AnthonyT. Tombo III, P.E. t dnrdrulmsNmlWliyismresp 8le:rib(t.nr,de0..i,r.Yn.rpyrbl.ILgOnipr,.brrNddssrlR,.rRldnsYNlrWaldrdRll.nrgIs,IslblODd..hdlnrdnrTins. .lrmlldki,—P,ah.,..IM .at1.1cn#.U"d V80083 t.w4.;Ipnd n(nodb un.In.".iM. 0.MDAMF.U.,pdNndlNYgOelumU"k—siuPNjrMSW4PIdsWm-1 id1.IsnYplaubpaMs .MIhuisrn-n.twd lnYLn,dsaim.hnswspnP:ndlnss4sindnu,Khn% 4451St. Lucie Blvd. emlu(dge(,eutPnlga..rmgl:+Iirnwrhef nrins,d,T[y.mhenblw,ghnpu,nlnns(m.(yrsnto(waaq mupd-silwnornldytoTnl. Fwt Pierce, FL 34946 ePhilhl 0 2016 b1 lid 1nsses - A.theq 1. I.mbs ill, F.I. lepnluni. e @I this (emmtin, in aq two, is p.h6itel .ithcm the +rine. perm.sise hem A -I [cd hoses - Atlh.er 1. bmAe III, I.I. Job Truss Truss Type city Ply WRCLGIA9 CJ3 Corner Jack 10 1 A0033322 Al Rnnf Tnrs F—f P.Arru Fl 4dodr. At ;_n1_—% 4a ........ Job Reference (optional NO — <„ e e —",1. o.'cV 5 rVov Iz 2-0i r n4i I etc inaustnes, Inc. Fn Mar 30 11:29.48 2018 Pagel ID.hA3xRN7kHBGY sQsevncy2zOBnp-N6JRgKt2CG_MItXCbggDHuhE6Ox8fbdbE33tYFzVmgH 10 0 -00 2-11-11 1 2-11-11 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 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 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 194/0-3-8 (min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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 rArtannlA I-A-n tall by 2-n-n wid1 -ill rot hAtwAAn thA 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard iweq-Ilmellrndh rru.h'e 11JW nttss FS(!!!rFQI?LL:I[UISI(CF7flC15(IS1CY(477jtIl1CT,FKt1/f'hrq fair 6up paimdir m whtl nr Wup knglRS;dIh L:4ry I ItleRel tehmS1mfirs nt pJru nnroM.Mld,ryWasOft,4.0.aia.ul hrmlTJmee.We leebassleap(gowape. StaaorlTeW, 6lfeiarylCOeepnmsnmp.u ta peMeualeginmrnyaul6tr h•o141.p etMsafel:.tsegfalaMlWeeh,wY lqt RMpaugeael.4fey umewltmeRr Anthony T. Tombo ill, PE. ZEdneela.rhntMgWeigaM1iapr`Wn,rloe0.m.hOnntreeCrleprmltlAyMlpr,.erirmarlhW,ieS;ddYdl ln4rlpll.IMgrnal tYIG1eJr..kyaeddrlmt.bNgl.lyq.rsgc.rhErV dkrqul WYral*7 80083Wla'Iq Wfpt rr Gf.'a\I. ll ass W M w me Ip0 ey h peNee d pd•Ja1 d as 41aq (eyarm sEn! liwenu IxyJpW,ee/ h r>t w sill ere retaenf ti pna pian IRI mLel llrrtletsiihn d beast M has N.".1,n, amp Iran d rule Ml Rer4n. a4e1Aanue4unte4tneastgaa,rt ttnrr t aWu he trot a,rp rgrear h ml N I'm.] ,e I: sra.tepaa ear Mmq ro tea„ra;.,nat+.,llomi 4451 St. Lucie Blvd. eppghl02016 A -I loot hisses- Aothoey1. beobe Ill.r.1. teprobaio otshis deroment,mael firm, it ladibited wishful the urines permissin hem A-1 Gal lusus- Aethoay I.lemba Ill, P.I. Fort Pierce, FL 34946 Job ' Truss Truss Type Qty Ply WRCLGIA9 CJ5 Comer Jack 10 1 A0033323 Job Reference (optional) Al Koot I russe5, Fort Pierce, FL. 34946, design(a3altruss.com Hun: BAZLI s Nov 12 2017 Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:49 2018 Pagel ID:hA3xRN7kH8GY_sQsevncy2zOBnp-ritptgtgyZ6DM 1609YBSg5EKJnDQ02tITipQ4izVmgG 1-0-0 4-11-11 1-0-0 4-11-11 4x6 II LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) 0.04 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min.0-1-8) 3 = 1271Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard 3 c6 v N ON, PLATES GRIP MT20 244/190 Weight: 17 lb FT = 10% y n,urn...y rnu.n.•rluanrs Fwlrta,rwnouuarcniusmro.dam•;uuenn;urra.rnyn.1.,.rnd dm,.n,Im,u„pd lrto;an.rn.rr,n,a111dw,wnl.s•..,, odn„o.r.nrwr.Mro.wr Iun,,..mr Io,,ri. m1 m m Im n w.dd ,,. trn,.enn tqr. p., sw [,ory m u. m Itr r,pan,. mpa d a rdnaw „ryurq uy.,nr>r n• a uvp d et j, Ir,a m,m. m too rk.r 041. ro tnp nngn,a.n.y un..s ua1M11 I dardufmlTo, gq(gkorrnp,6lgdraNto.d.0.n,.Rxl:drynrNWoEmpr,.bnninon,ill"InV,Wal"k.*.;,4.l M1l80083lbrrpnldhl01drn4lln,dYln,,..7.drIYIYIpgr,a,7J..dkraufh n•t.wr d ArOionyT.ll,P. E. YI.4al hsgn. l4mrn.10.s„nr triWdhtu.ndplhe,dm 4Nglrr.ro Sdd76lnm,PW!r.M,Y1h 01d fW mrd.o,Id pnd piau 1111tlLn Yrry.uHxndlnndthn, p,y,lin, hplyan Wfm,llndrnn..kn ; 80083 n d. vr. rq.l.nd,d,,n.mgpa r. n.,d.0 tit Toll n,ply.nrkmro,ra,tm,y,,rrinusl,a.ttgunr.rws4 4451 St. Lucie Blvd. Fort Pierce, FL 34946 bplriphf O 70161 I lal Lutsn Inlary I. lom6.11l, p.l. hp,d.ein d ILis i.nem, it soy lu., i, pwEi64d n16en nttu 16e ,permitti.oh.. Ad t..l Lnus • A.Awy T bF ..IlI, r I. Job Truss Truss Type Qty Ply WRCLGIA9 E01 Half Hip Girder 1 1 A0033324 Al Rnnf TnA-- Fort Pierce FL 34946 d ' 1 Job Reference optional estgn@a truss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. FriMar 30 11:29:50 2018 Pagel ID: hA3xRN 7kHBGY_sQsevncy2zOBnp-JVRBSOu IjtF3_Ahbj FihMJmXHBY67PauhMzzdBzVmgF 1-0-0 3-0-0 8-8-0 1- 0-0 3-0-0 5-8-0 4x4 = 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 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 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. ( lb/size) 2 = 463/0-8-0 (min. 0-1-8) 11 = 376/0-3-0 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 = 463(LC 1) 11 = 376(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-752/508, 3-12=-673/485, 12- 13=-673/485, 4-13=-673/485 BOT CHORD 2- 6=-478/665 WEBS 4- 6=-345/457, 4-11=-429/292 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; End., GCpi=0.18; MWFRS envelope); cantilever (eft and right exposed ; end vertical left exposed; porch left exposed; Lumber nn1 = 1 An nlaro nrin nn1 =1 An 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=297, 11=259. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=-41(F) 12=-11(F) 13=-11(F) 14=- 17(F) 15=-17(F) 1. 5x4 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 10% h 11else d.n h rrur h'sl10 rrrSS3(79111e}QQW r101SDIs , IMr isq lalatlm drdansasb lmsles4 dnq(r[7!d AIiMrI.lId1411 teh m Sim Nrr nl W.S'Ca.l[I wd»erin,.q Wlrl ratantartWlandM4i7pnM.rd AS&IMS WP flpaa(lI.SMIM lgmerl,al ad may lDDnpe:Isn amp-dr.pbuftwup"Mnganldgb•IN4cpOm to#I lll:s lgnNndl lllD al!,ms. R11 hhupnunMm 41hlraaear. caddy Anthon t dnedr,ohmlulglnligisfmnlpl1ble:arhD.m.hOnisea wCdGnnWlnllgingnqmran411M0(,d10ta1MhstlhJ1a1n11adRII INgpInIYdIDOdrnMllmdlrlmLandglad7;ngtsnDardunnuilM.Imrr llq YT.Tombolll, P.E WI.4. I Dltyai dfrmni. tDaasmMnDe lDedla ptanndpdmndn Gldgflgred S4ep dhaeau,r{p11,pYnulh lNnlllumrdnwlh pnY tau. IM1ldSwsLr 80083 p' gwlislsalinn/4hns Mu{r,LnsOnplgan ellms Yaflno. a4:I rin.hlldia1111 [erlo 1, nl ws. maglemlrnfndnJ I4Insl avp[ywro eClnt.Mstds.71o.uhns Ss6tE Ilrlor city mgyaMomnnldulolryl 4451 St. Lucie Blvd. 6ppi1N01016A-1lerlMessrs• Aerbaty1.Ie¢beill,h.1.1epteb0ioedIbislomaeet,i4uytun,isprebibile6witheun1ifwrineeFelmssiwhenAdlaellasses•Aethenr1.tmbeill,hL FortPlerce,FL 34946 job Truss Truss Type Qty Ply WRCLGIA9 FG01 FLAT GIRDER 1 A00333253JobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 2018 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-nh_ZIMvwUBNwcKGnHzEwvWJhFbrYsmJ2w01X9azVmq E 34-2 6-7 9-4-12 11-9-11 14-10-0 _ 17-10-0_ 21-2-8_ _ 3 4-2 310 5 3-0-5 24-14 3-0-6 3-0-6 3-4-2 5x4 II 1 4x8 = 1.5x4Ill I 4x8 = 4x41 = 1 5x41 II Dead Load Dell. = 7/16 in rt 1 18 29 30 17 16 15 31 32 14 33 13 34 35 12 36 11 37 38 10 4x4 II 6x10 = 5x10 MT20H5= 4x4 = 4x4 = 2x4 II 6x10 = 4x4 II 2x4 II 3-2-14 6-4-7 9 4-12 11-9-11 14-1%0 17-11-10 21-2-8 3-2-143-2-14 3-1-9 3-0-5 2-4-14 3-0-6 3 1-10 Plate Offsets (X,Y) 7:0[ 2-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) 0.22 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) 0.68 13-14 365 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix MS Wind(LL) 0.21 13-14 999 240 Weight: 341 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 18 = 3784/0-7-4 (min. 0-1-8) 10 = 3780/0-7-4 (min.0-1-8) Max Horz 18 = 39(LC 6) Max Uplift 18 = 23(LC 4) 10 = 28(LC 5) Max Grav 18 = 3784(LC 1) 10 = 3780(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-3277/70, 1-19=-8898/0, 19-20=-8898/0, 2-20=-8898/0, 2-21=-8898/0, 3-21=-8898/0, 3-22=-18261/0, 22-23=- 18261 /0, 4-23=-18261/0, 4-24=- 18261 /0, 5-24=-18261/0, 5-25=-18261/0, 25-26=-18261/0, 6-26=-18261/0, 6-7=-8889/0, 7-8=-8889/0, 8-27=-8889/0, 27-28=-8889/0, 9-28=-8889/0, 9-10=-3275f75 BOT CHORD 18-29=0/1038,29-30=0/1038, 17-30=0/1 038, 16-17=0/1 5759, 15-16=0/15759,15-31=0/15759, 31-32=0/15759,14-32=0/15759, 14-33=0/18261, 13-33=0/18261, 13-34=0/15777, 34-35=0/15777, 12-35=0/15777, 12-36=0/15777, 11-36=0/15777, 11-37=0/1037, WEBS 1-17=0/8208, 2-17=-705/0, 3-17=-7183/0, 3-15=0/318, 3-14=0/2636, 4-14=-885/0, 5-13=-884/0, 6-13=0/2615, 6-12=0/315, 6-11=-7210/0, 8-11=-691 /0. 9-11=0/8200 NOTES- 1) 3-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 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; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1 60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review 37-38=0/1037, 10-38=0/1037 loads to verify that they are correct for the 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5-", 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-74, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18-2-8, and 129 lb down and 85 lb up at 20-2-8, and 428 lb down and 255 lb up at 20-11-12 on top chord, and 10 lb down at 2-5-4. 9 lb down at 3-0-0, 9 lb down at 5-0-0, 9 lb down at 7-", 9 lb down at 9-0-0, 9 lb down at 10-74, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8. and 9 lb down at 18-2-8, and 10 lb down at 18-94 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: 1-9=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=428 7=-208 9=428 16=-9(B) 19=-129 20=-134 21=-208 22=-282 23=-282 24=-282 25=-282 26=-282 27=-134 28=-129 29=-10(B) 30=-9(B) 31=-9(B) 32=-9(B) 33=-9(B) 34=-9(B) 35=-9(B) 36=-9(B) 37=-9(B) 38=-10(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-205, 10-18=-20 Concentrated Loads (lb) Vert: 1=-366 7=-181 9=-366 16=-8(B) 19=-109 20=-116 21=-181 22=-246 23=-246 24=-246 25=-246 26=-246 27=-116 28=-109 29=-8(B) 30=-8(B) 31=-8(B) 32=-8(B) 33=-8(B) 34=-8(B) 35=-8(B) 36=-8(B) 37=-8(B) 38=-8(B) 1As no„1• I ,.-h.r lnrr -=n on Plot. r.w l ! w ingth rr • A'r l ng llnLi jSlllllj Q fill ((Ills 1(uAA1 U3 (Ifl xjIn 1'j l(rICRYMEI h w 1eAF Ytlp pnnn d id w, w ttitlnu kup Mn9 {319 m 61Awf i ItW 4l L Want %M k!r nt basis o-st u N w et ln..ry YIi,,,v0.1'aes WlMtu11u6371PM.tl stcfmtkup Ftl.,rQt.3p,it0l ttpx; tWwtq l00tyrn,ntwmpoNCtpth,WdtYiq„gn,rwulitri hr of 4op/et u tlmt4rmlue, lOD wF,rufM17 lY lwp nurynm.lulaluawst.tlL1 Anthony T. Tombo 111, P.E. h a80083 MIWinl33Fr4mr uttl.n/OtLnn kupw. lint ksp up. W lmm0 l xr.. Writ4451St. Lucie Blvd Fort Pierce, FL 34946 fnppilbl 01016 A I loci Losses • Ambary 1.1ombs III, r.l. leplolodia of Ibis on nen, in eq lot., is pmbibiled wdbeu! lit uritlu pentissino boo MI 601 Losses - Anthony 1. bnbo III, r.1. Job Truss Truss Type Qty Ply WRCLGIA9 FG01 FLAT GIRDER 1 3 A0033325 Job Reference o tional 1 Roof Trusses, Fort Pierce, FL 34946. deslgn@altruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 2018 Page 2 I D. hA3xRN 7kH8GY_sQsevncy2zOBnp-nh_ZIMvwUBNwcKGnHzEwvWJhFbrYsmJ 2w01X9azvmq E LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-178 7=-101 9=-178 16=-3(B) 19=49 20=-63 21=-101 22=-140 23=-140 24=-140 25=-140 26=-140 27=-63 28=49 29=-3(B) 30=-3(B) 31=-3(B) 32=-3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1 =1 68 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=- 134, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 18) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 r.r.r nrr.n.rrdT,r....•ilrxlmssisruuIrlaru:rlulsdrrnlu cosloli w,lr;uanururl•Ir,rMre.r.ndn,.dnrannn:l,."0-e.,lrl:l-irinn:l.l.6rnrl Id.-'A.,W.., wn,M,r.uu.Hnrto' 'r ev1 WTrsrramir4h, Yllh rn11nr17rd.rWd 11. 1,.. pup hpr.0e.6e+;n1q hr.;lh0pIid..r iq,rm1u.:yradl. ndxtlrrd grumrregrruldry htr it s., Itr:s drrehd unr rhh.h,.d. TM lie despn.eMrn. petal r.drsuorlA7 Mar0.1Fwiv.1 W nhrrn80083 Tombo ll, P.E. rn,hie!dr.0.m,r0ari,eOrnr.nrl.4igMdpr,.4,unndMW,rQddhdlN'u1W,.lRII.IhglnnldrlCJdo hdln,drrh4 1'Y4p p,n,'Jr,ud4 ,M rmr.ub"d Antony T. rea m, rhr:rrru.n.nmrd.rirorr mud ymdnry d II 80083 waM +eq upnSenld..oulWilldkWhTlavllmtd.ndr lerndpf.aml.lntarrr leeriL-ndanda,Ln,hu#..lrn,inp (q. .i Tnv ea .+n..4 rhMuldad ll o(erra ynd 4n. mmrhdllrr, lndrrl Mlm,hsrt [grrnhe0lhlad p p i,rdy w 4451 St. Lurie Blvd. acp.,ut:r,ssTstaE mdo m zPrdo•nnndd+rdhtnl. Fort Pierce, FL 34946 Iippiri101016Alfeelhnsn- Amiog1.lembeIll,?.I.hp,odudiooelhitiommm,ineghrn,npmilkhtd.ilbemtheai"espnrssieobee A-1teolheuee-Aethonrl.hnielll,l.1. Job Truss Truss Type Qty Ply WRCLGIA9 FG02 FLOOR A00333263JobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 2018 Page 1 ID hA3xRN7kH8GY_sQsevncy2zOBnp-nh_ZIMvwUBNwcKGnHzEwvWJctbnSslP2w01X9azVmgE 2-5 4 4-6-12 , 6 8-4 8-7-8 11-6-0 13-5-4 15-6-12 17-8-4 20-1-8 2-5 4 2-1-8 2-1-8 1-11 4 2-10-8 1-11 4 2-1-8 2-1-8 2-5-4 302 = 1.5x4 11 4x10 = 1.5x4 II 3x4 = 3x4 = 1 5x4 II 6x8 = Dead Load Dell. = 3/16 in 1 5x4 II 3x12 = 9 10 4x6 II 402 = 7x10 MT20HS= 400 = 2x4 II 2x4 II 400 = 2x4 II 4x12 = 4x6 II LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except' W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 = 4993/0-3-8 (min.0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - A11 forces 250 (lb) or less except when shown. TOP CHORD 1-20=4045/0, 1-2=-9778/0, 2-3=-9778/0, 34=-22419/0, 4-5=-22419/0, 5-6=-25568/0, 6-7=-22315/0, 7-8=-22315/0, 8-9=-9866/0, 9-10=-9866/0, 10-11=-4063/0 BOT CHORD 19-20=0/1038,18-19=0/18107, 18-21 =0/1 8016, 17-21 =0/1 8016, 17-22=0/25568, 16-22=0/25568, 16-23=0/25568, 15-23=0/25568, 15-24=0/25568, 14-24=0/25568, 14-25=0/18060, 13-25=0/18060, 13-26=0117962, 12-26=0/1 7962, 12-27=0/1111, 11-27=0/1111 WEBS 1-19=0/9495, 3-19=-9104/0, 3-18=0/1371, 3-17=0/4812, 5-17=-3842/0, 5-16=0/1393, 6-15=0/1445, 6-14=-3955/0, 8-14=0/4628, 8-13=0/1482, 8-12=-8892/0,10-12=0/9512 CSI. DEFL. in (loc) I/deft L/d TC 0.83 Vert(LL) 0.5715-16 411 360 BC 0.77 Vert(CT) 0.7815-16 302 240 WB 0.89 Horz(CT) 0.08 11 n/a n/a Matnx-MS NOTES- 1) 3-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 lb down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-848(F) 19=-845(F) 18=-845(F) 21=-845(F) 22=-845(F) 23=-845(F) 24=-845(F) 25=-845(F) 26=-845(F) 27=-845(F) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 326 Ib FT = 10% s.tq nmr a.tgsn r... n •1I not It1ua[ttu[rl arlu fktxs $ rtlmullm,ri ¢m•; ml[IIElidllr trr, ruq rsEp r trdlll d ny rn ,n I,n Fe.nrtRT, d m ItJa1I I W, n r t tel.n, Ltd w.t n, rdn, drt.i. mN. M 100, ah Wl,ittea;n r4,, ssdlknd h,6I7J. M,dd IWl l hop lg•n [I,, Sptnlq lyr,;4 W r.1 TI)MErmn.a.,gsetlb rytnilaw"F rlquip"I f h• IW hvp of IN WOE tins fwawhTo d!,d. IN, Ih dKPn,np,n. hkq treaties. saddry Anthony T. Torntio ill, P.E. jd.tdin4.1f.tgl.11mi„It.,ttnhlmdh0.n,tk0.n„damryanoewmEenlpu,.b.nndlalC,i,Itt.le,h,dhJlyW,dIM,I1„pinta.,ICDedtryhLn,do,Imm"gi M,,p.nftftsi $Irr 09It rrpvund ?80083 4pn oilmamI rm 1..llni1,. 19- n+m IMM EEE,dpdW.ndm adq lrra,n"6lnmuMM Edh,41 It, rn u14W nrd-01. pad pia.. ME Mots*-4.IW,.1 h4sdi 1-aup..1-9spreEyallm%ftfl. u.'n! 4451 St.Lucie Blvd. Fa( Pierce, FL 34946 sppilb10781611IINI fimses-AmAogl.Tomb$III, r.l. teproirail$d11isA$mmem,insay lwa,isprnlilEdd.itlatlit .linclFnmissiuhem Adt.dL$sses-Aehny1.limbo 111,r.l. Job Truss Truss Type Oty Ply WRCLGIA9 FL01 Floor 4 1 A0033327 Job Reference (optional) Al Root I cusses, Fort Fierce, FL 34946, designra7altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:52 2018 Pagel I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-FtYyW iwYFUVnDUrzggl9RksgS?5YbDr139g24hOzVmgD 0-1-8 H 1 2— -00 11 3x10 = 9 1-5-8 11-3 0 I 0-A-8 Dead Load Dell. = 3/16 in 3x4 = 3x6 FP= 3x4 = 4x8 = 4 d S R 7 A 0 2269oq 3x6 = 300 = 3x4 = 3x4 = 3xl2 MT20HS FP= 4x8 = 3x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.45 16-17 559 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.63 16-17 397 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 104 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 3-4=-3716/0, 4-5=4908/0, 5-6=4908/0, 6-7=4908/0, 7-8=4908/0, 8-9=-3712/0, 9-10=-3712/0 BOTCHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10-1 3=0/1 717, 2-17=0/1 712, 9-13=-261/0, 8-13=-1000/0, 4-17=-1 003/0, 8-15=-95f729, 4-16=-151f714,7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise Indicated 4) 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 LOAD CASE(S) Standard iegtQ,,,dr,ylhmk.l.'111x1111'ASS(Ulltlj QA'.LLL fflxSl(GI:IIICq[741CY 0.1t1')II Gtt[i'J1R'hr, Irtry Yv#I.•,dfd.n,Itiflry Mp ngIICJ,dtl tf,Mrl l¢Lglt leMmSlM krf of Wu,ftrr.ix aedrMlA,WI WI,IuuMlif, ndl.,ul hi.e l7J. M,N is. i—kuply.ee p f. slttdI 14.M, WSW n.I nli,p.m.W ra;,Oof,vd gaurtrr,e,p.vlitl h• W 49pd n WP lift lnnN u h 0-i,00h llH IY lnp nugnrn.4Marr t.tmlR1 Anthony T. Tombo ill, P.E. dn, Oki ImlWtyled" kofrnp,uSWdN0.w,1WCmi,MstdrprmWdliMp,i.ab,emAW111AMdn,6M1.u4dRN IDgnahloo10OWMklln,AOflmt..f,p4ottMV..uJeu.,6ra,Mlskiali ,Ar,,d a 80083 Iht.kal0ef p.idrm..i.tl.mmr.WtW d6pwn dpdb,n,I.,t.Wy(ur.,.td,gMr.mu(<oIIpN,YIM IAd UU m;d—d 1. pnd piw. MI.S.111 mpu Han.1.v,dLImf D,.p.. 1— Mp h/en.1 lm1Yas[xnn..Ml nu. uhnulq,w,d,adm,..egllml. uwdnl m[m,hur[y.mkrol lu,[pfpo,ul:.usiW.ty undolenlq m gbawmmm lt,Nelnl. Fort er . FL 3494 FortPierce, FL 34946 Gppithl0} UIdA-Ib.Ibntet-AoAaryLlombelll.Lf.[eprol.ni..ofnilitro.em,i.uyform, nprolilBrdrltpolnThe Winnpamisfuefilm Ad leaf hires •Anhenrl.LnY.ill,r.l. job Truss Truss Type Qty Ply WRCLGIA9 FL02GE Floor Supported Gable 1 1 A0033328 Job Reference o lional At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:52 2018 Page 1 I D. hA3xRN7kH8GY_sQsevncy2zOBnp-FIYyW iwYFU V nDUrzggl9RksyH?JVbP7B9g24hOzVmgD 4-10-0 Plate Offsets (X,Y) - [1:Edge,0-0-121 LOADING(psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (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 3-1Od 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. DEFL. in (loc) I/deb L/d TC 0.08 Vert(LL) n/a n/a 999 BC 0.02 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 6 n/a n/a Matrix-R PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10%F, 10%E Idmlq nrny tm..tr'11¢+atutslsftnuna.tul llW lwlarontrllc.;'u^1 1tn ruo6rlr k. rmh es.rr.rm,rsd ru•mtm,h.rh..y(r r>ti 1pgrlxd.drl ld.m Srx xl..w OYu dYrnx sadepl!D,e¢ lald o,ssaestlM.ulVtrlgnYrdJ11.I.mlMsph rx(..Inca}!rylm)trsdmtrlydryn antoie4Ynrhe+rle n+liWwvldryMVMdp4auSMimlkjioMwL117d.,dnlM1llY4upuw 7uY mGvnieOY! Anthony T.Tombo111,P.E. rxr4orlmld Wlghoexyrtel4nD.r.f D•.a's.o,orgryxtrwdy6rhr.trxne trnt.trotrsi.rrequar1?14. m//trlHrg6A1.x4blmr,ultyrdlua,.v rkqudnansl.ulA.il -80083 tNgtr„rnr(r.n 11-4m.b.nannimF Ynrr+t.,1/.4J'igeeqM.Sixlldn.e ptVjr11Y111!lArSlelnid.rMl.pi.p4. rM1I.M.trmrud4h'.1J o 1n.1-1,.P.,1—hup14—WlrmWhe•",.hn 4451 St. Lucie Blvd. ua.nelr.A1}.1.1ggMqe.nY7qdtp.so.nd numb*lG.mn101x.Idl.Ihgm,.hmstn.lgwnd. wly t01gWWNnnnkW.il1 Fort Plerm, FL. 34946 ggri[6t0201611[odlmses ACAN)L1en6110.1. Irpodurradl6isdu.meal,in.11imn.$po66dedwidoolthe nineepneissinhere Al[lot hnses A.16ni1.LnJ1111,1.E. Job Truss Truss Type Qry Ply WRCLGIA9 FL03 Floor 4 1 A0033329 Job Reference (optional) Al HOOT I n1SSes, tort Fierce, f•L 3494b, desrgn(galtruss com Hun' 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:53 2018 Pagel ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-j46KjlwBOodereQ90NG0_xOyOPQOKgLLOKneDTzVmgC 0-1-8 H 21- -6-0 3x8 = 3x4 = i 2-2-4 1f 3x4 = 3x4 = 3x6 FP= 3x8 = 3 1 1-9-4 I 1-39 01440 Dead Load Defl. = 3/16 in 3x3 11 3x3 = 5x6 = 26 25 24 23 22 21 20 19 18 17 16 3x6 = 3x8 = 302 MT20HS FP-- 300 = 3x8 = 3x3 = 3x6 = 125:0-3-12,Edgej, (27:0-1-8,0- LOADING(psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T1: 2x4 SP 240OF 2.OE(flat) BOT CHORD 2x4 SP M 30(flat) *Except' B2: 2x4 SP 240OF 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 100/0-3-8 (min.0-1-8) 26 = 1095/0-7-4 (min.0-1-8) 19 = 1581/0-3-8 (min.0-1-8) Max Uplift 15 = -80(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1582(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3513/0, 3-4=-3513/0, 4-5=-4604/0, 5-6=-4604/0, 6-7=-4136/0, 7-8=-3194/0, 8-9=-3194/0, 9-10=-3194/0, 10-11=0/614,11-12=0/611 BOT CHORD 25-26=0/2061, 24-25=0/4321, 23-24=0/4321, 22-23=0/4136, 21-22=0/4136, 20-21=0/4136, 19-20=0/1688 WEBS 2-26=-2279/0, 2-25=0/1605, 3-25=-251/0, 4-25=-894/0, 4-23=0/41 1. 5-23=-404/0, 6-23=-125/855, 6-22=-359/0, 10-19=-2422/0, 10-20=0/1683,7-20=-1396/0, 7-21=0/366, 12-19=-691/0 NOTES- E CSI. DEFL. in (loc) I/deft L/d TC 0.83 Vert(LL) 0.46 22-23 534 360 BC 1.00 Vert(CT) 0.63 22-23 389 240 WB 0.80 Horz(CT) 0.08 19 n/a n/a Matrix-S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 15. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 22-1-12 25-5-0 2"-0 1-8 3-3-4 0-4-0 19:0-3-0,Edge], [20:0-3-8,Edge], PLATES GRIP MT20 244/190 MT20HS 187/143 Weight. 128 Ib FT = 10%F, 10%E r n,n,n.rxln,n.d•1TtpplrrlssarsaurFrir..ulrufurmrma3uslcx artlrµ(ucn[Wirt•hwr,r r,rpr,.n,d,dnrn ml.,pn d..r,plrmldwr.n.r I,,nrr.r,n,.,uMf.,rn, wn,r.nra.r.e,ln.h WI,Y,ra,mf're, dllhalhi hrlfDnM.W1IW-Imp hp.,.(I,, sprom IwM"m.0..1 Miis.m,n np a,Idprb,x„d giunq rt,rulhll h, d inq, Fad,,,, h,nrgnd nh, TM ,.W. 1lN. lh lwpnu.lnm hllal n0..y,mIR1 I Anthony T. Tombo ill, P.E. dn,a.Im,u.lr.uyhmr„r,mw drf,..h.p.n.r.a,e.n.ra/,rr r.c.dr.,.ao,m.ascddherw rr,.amim nni dlood.hun,nmhn,..myl.o4.4.mrenm,.rwhrn,.wl a80083 druyh,r. dGrmn.11 trim. 0. TOP ddrmn,mpagrhdmWYq(,ynmWry thr.=Wr"diry ndauu,rd-12.pn0plau.mT lSr,1.rnplulunmru Lun,hup,lin,hsp(yunmrm,Makxru..4 4St. Lurie Blvd. fu.luld.,111,4ttl,pm wn mfy lirllru, ni„f 141nu hupfy.ml, lWdlahi{perv,uln„Srm.f um iol hll+I Illgar tMhmnnld.M.IM1I Fort Pierce, FL 34946 GppiphTlD1TII61Iloci lmues- AnlaryLLmh.III, 1.1 trpnl.aiadTlitLauum,inullno,i,p,.Yihifedrifhe.ITYeu,itte.pnmisuahmAdr.tlbows -A.rh.nrl.bak.III,1.1. J8b Truss Truss Type Qty Ply WRCLGIA9 FL04 Floor 2 1 A0033330 Job Reference (optional) Al KOOr I ruSses, Fon Ylerce, FL 3494b, oeslgn(daltruss.com Kun: 8.1 ZU S NOV lZ ZUl / Print: 8.1 ZU s Nov 1Z ZU1 / MI Iek Industries, Inc. Fn Mar 30 11:29:53 2018 Pagel I D:yPUCgGfLZTgtoRCQb771Naz2jnS-j46K11 wBOodereQ90NGO_xOwQPR W KeZLOKneDTzVmgC 0-1-8 H 2f —6-0 — I f13 1i— 1-" 3x6 3x6 = 3x4 = 4x4 = 3x4 = 3x6 FP= 4x8 = 21A 0-A-8 Dead Load DeB. = 1/8 in 3x3 II 3x6 = 22 21 20 19 18 17 16 15 14 3x6 = 3x8 = 3x8 MT20HS FP= 4x8 = 3x8 = 3x8 = 4x6 = 11-9-0 20-9-4 20-1p-12 25-9-0 11-9-0 9-0-4 0- -8 4-10-4 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-2-12,Edge], 6:0-1-8,Edge], [7:0-1-8,Edge], [12:0-2-12,Edge], [15:0-3-4,Edge], 16:0-2-8,Edge], [23:0-1-8,0-0-12]. 25.0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.38 18-19 643 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) 0.53 18-19 469 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 15 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 130 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP 240OF 2.0E(Oat) 'Except' T2: 2x4 SP No.2(Flat) BOT CHORD 2x4 SP 240OF 2.OE(Flat) 'Except* B1: 2x4 SP M 30(Oat) WEBS 2x4 SP No.3(Oat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 988/0-7-4 (min. 0-1-8) 14 = 346/0-3-8 (min.0-1-8) 15 = 2150/0-3-8 (min.0-1-8) Max Uplift 14 = 527(LC 3) Max Grav 22 = 990(LC 3) 14 = 87(LC 4) 15 = 2150(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3053/0, 3-4=-3053/0, 4-5=-3693/0, 5-6=-3693/0, 6-7=-3044/0, 7-8=-1806/0, 8-9=-1806/0, 9-10=-1806/0, 10-11=0/2355, 11-12=0/2353 BOT CHORD 21-22=0/1831, 20-21=0/3631, 19-20=0/3631, 18-19=0/3044, 17-18=0/3044,16-17=0/3044, 14-15=-1225/0 WEBS 2-22=-2025/0, 10-15=-2650/0, 2-21=0/1351, 10-16=0/1923, 3-21 =-252/0, 4-21 =-640/0, 7-16=-1541/0, 5-19=-420/0, 7-17=0/367,12-14=0/1350, 12-15=-1533/0,6-19=0/1010, 6-18=-399/0 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 lb uplift at joint 14. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M 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 Gq.M,rM.ry'h rru.lf'1I Ixf n3%3rS1U11j6tl:ll1 liW.fGi iIIGI(pl;x(tRn•IUutR[YM[Irl.w,M,bur ,.ntlmdid on a nisf,u Inv b"(11;"rh LUf t Ld.rl l l Id —Sim Mx. n. WeunMr•iu NW.lh lbl,h Wl.iwroil,xf,Ylb.sN hrdl70ow•M.t.irn,hupt.p.m[I,. SMaa,I.SN,a,Wuol>,4rcrosamrr/o, MtnW.lgiuulnyrulW,h;o.4vp Msa.ln!, ItuM r.o, l0a rr.wl. nLl lt* trip m.gmn.Yrty suw,, sraYM11 Anthony T. Tombo 111, P.E. I d.udi,IrntWgld/gnmmNrlJn oraur.Mowi,nbrL•.iyvrhl.Iluh,Ipc.p e nAe.IC,i,7rO.kdh¢FtdrrlM1ln.q,mdJAiNdawkxn•dtrslms..ir41rS}arq,.unLrrkrs,saohYn rr nd a80083 W Ia4q h,pn r (.ex,u. 10 r,s m M • h Im d er pare, r pdyt.n d m ueq (.y..m tort, k.mu (tan pNUN h m r flll r, rrErn.l h paeJ eiw. Rtl hbws i rnp.uFle., r 1.1•, I Y hn, h,q..1rR, h+P b}en d Im,.nd.nu Ss, fx.Iu 4ed l,.tea uq.d.anuaeghdl,rn.•4rd mfnnh,rtty.ml, tethuu,th pv,ufn:, t,a„(q,mdn, wsh m >N rm.rnlydetnl 4451 St. Blvd. Fort Dlerce. FLFL 34946 p)-riF61my016AdbdLesses•Aalla.y1.Ioa 6.Ill, .I. tep,oluslia.ofibis tamnem,ioalyW.,ispwiibitelritbaa[be nnenFnmissinbee 41feel Losses-A.Ulony1.loeboIll, F.l. Job Truss Truss Type Qty ply WRCLGIA9 FL05 Floor 4 1I A0033331 Job Reference (optional) C,G , ILISSUS. V IVMU, 1- rl V, uca,ynkWd 1 uuss.wrn mun. a. i20 s Nov i2 201 r rnnc a.i ZU s NOV 1 Z ZU1 r MI I ek Industries, Inc. Fri Mar 30 11:29.54 2018 Page 1 ID:yPUCgGfLZTgtoRCOb7'llNaz2jnS-CGgixN xpn61V ro7My5ndX9x9tom037LUc—XBmvzVmq B 0-1-8 H 2-6-0 1 2-I I 2-3-12 8 0-A-8 Dead Load Dell. = 3/16 in 3x4 = 3x3 = 3x3 11 4x8 = 3x4 = 3x6 FP-- 3x4 = 3x6 = 0 26 1N1 411T 23 22 21 20 19 18 17 16 15 14 3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 = 3x6 = 4x8 = 5-11-4 25-9-0 5 11 4 19-9-12 Plate Offsets (X,Y)— 1:Edge,0-0-121, [2:0-1-8,Edge], [7:0-1-8,Edge], 112:0-2-8,Edge], [15:0-3-0,Edge], [16:0-1-8,Edge], [18:0-3-8.Edge], [20:0-2-4,Edge]. 24: 0-1-8,0-0-121,[26:0-1-8,0-0-121 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.61 15-16 384 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 129 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(8at) BOT CHORD 2x4 SP No.2(flat) 'Except' B2: 2x4 SP M 30(Flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 20 = 1635/0-3-8 (min.0-1-8) 23 = 135/0-7-4 (min.0-1-8) 14 = 1022/0-3-8 (min. 0-1-8) Max Uplift 23 =- 125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-318/485, 34=0/1021, 4-5=0/1023, 5- 6=-2734/0, 6-7=-2734/0, 7- 8=-3848/0, 8-9=-3848/0, 9- 10=-3848/0, 10-11=-3260/0, 11- 12=-3260/0 BOTCHORD 22- 23=-485/318, 21-22=485/318, 20- 21=-485/318,19-20=0/1210, 18- 19=0/1210, 17-18=0/3848, 16- 17=0/3848, 15-16=0/3908, 14- 15=0/1968 WEBS 2- 23=-350/534, 3-20=-919/0, 12- 14=-2160/0, 5-20=-2263/0, 12- 15=0/1428, 5-18=0/1717, 6- 18=-273/46, 10-15=-716/0, 7- 18=-1330/0,10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard t, y.nw„drwrulN.h'eluollmu{uutrlarulllwsuo,alltnlrtl,uimtr~,uucntrust,hrtlr,{Ielr,.rrdm,rn,l„Ia,rrw p{Itt?an,lnwrl na,nll In nlurnw ,w1 p n,gernnwMrMf01,w'I Y1hi Irwlp; Ih11 IM w rd hi m ICD h i„dd r, a Irnr Mry1l,yr {I1, fO,aCr bp; p1 W w I IOC rgrrn{ r mrn d q p,mxrd q,unq nprulmll ht no I,{ry, of m s., j, In:{ Iwml w d. IOC rh, d IM1I, Ih In.p nr In1a 4wal lrmlwr, smdRl dn, dan1—wallwd.4lkrnpauhlndh0-1.1a0-Mass,CNlpnml IInp0,dpl,rb„ngA0, In. orIttdMh,tlhhexplo,dnNfhglmtlYmlOOdr.hell,dorim{a d"Wit}n;q,,uhCWdkmnuilh4n,r11tis,Irld A"ony7.7ombolll,P.E. m 19'.) „4..wc lrsl.1O r11 r1 Id. m m nl b rmmd p dll-lnohOYq(.Wm Seer, PIhm h in M Uu rl rd iN.p Y pHm Mi ON..%,rspmJU,,.1v,,0as 1,1h,l'r. Ilw, NW hurl, wl lw:{1'}Ir'rry,rH! x 80083 esudrld, mq,cuagdgwra,eghmlr.,,Ind1a n,lr:,a t henetuu p• ,st{p.tghwrrorrAy mgn,wo,,wum,Ihlni 4451 St. Lucie Blvd. ur ,per al yo,rhr: Fort Pierce. FL 34946 splvph107016A I loellnues Anitoll. Lm6t III.M. lepidettiottl rlis Aornnem, in oil lrr, is Prohibited rdhetl the -,into pemis{ioo him A -Red bosses- Aorhtor 1. Tombs Ill, F.I. Job Truss Truss Type Qty Ply A0033332 WRCLGIA9 FL06G FLOOR GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:54 2018 Page 1 ID. hA3xRN7kH8GY_sQsevncy2zOBnp-CGgixNxpn6lVTo?My5ndX9xAdosF3D4 Uc_XBmvzVmgB 1-2-4 r 3x3 11 3x = 4x6 = 3x3 11 1 24x6= 14 14 3 15 1,4 43x3= 17 5 1 6 o' a o 11 10 9 8 1e 21 — 1 SvA 11 1 SvA It IvA — 4x6 = 4x6 = 9-5-4 Plate Offsets Offsets (X,Y[7:Edge,0-1-81 LOADING(psf) SPACING- 21%0 CSI. TCLL 40.0 Plate Grip DOL 00 TC 0.60 TCDL 10.0 Lumber DOL 1.00 BC 0.64 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 50 Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 903/0-6-14 (min.0-1-8) 7 = 897/0-3-8 (min.0-1-8) Max Grav 12 = 903(LC 1) 7 = 901(LC 4) FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1912/0, 13-14=-1912/0, 3-14=-1912/0, 3-15=-2480/0, 15-16=-2480/0, 4-16=-2480/0, 4-17=-1828/0,5-17=-1828/0 BOT CHORD 11-12=0/1276, 10-11=0/2480, 9-10=012480, 8-9=0/2480, 7-8=0/1175 WEBS 2-12=-1566/0, 2-11=0/812, 3-11=-723/25, 5-7=-1442/0, 5-8=0/804, 4-8=-824/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 180 lb up at 2-5-4, 135 lb down and 180 lb up at 4-54, and 190 lb down and 180 lb up at 6-5-4, and 191 lb down and 174 lb up at 8-5-4 on top chord. The design/selection of such DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0 07 10 >999 360 MT20 244/190 Vert(CT) -0.09 10 >999 240 Horz(CT) 0 02 7 n/a n/a LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-116 Weight: 53 lb FT = 10%F, 10%E r.a.p nnh e.npx, h•h. he•r l rm1 rlymrsrulrXUP.M. [ENa mr rnn3cnmu nm;x"C1111 I.., r„q rip r.r.dmd id wn nftrlw .d»Ilro W rn Ali 1. h.,r lnI I td— Sim w.r.r wn, rclu-, U".nr la,rr IYI,Yr.amrrat, umhrulhiM1loohMrN ISOM, Mill hpeapr,SrroM EgwWlol url n or Soorgrrmi a ealp :,dM1p>btWdrgrumr nsr.uNmr hl M1 h9pdM1mp, InstN.rme,.4.no0.1. M4 lhdeapnuatn,n.ldal u,ne.tsmYR} Anthony T. Tombo ill, P.E. dnedaalmtYyl.Ifynikn,rw„Ta4ndho.ur,tlr0.ri,norvdgorvhewl6yonlpr,.txiMndgn(,M.lorhdl,u.yner.11lll Argrnnlah.WodmhA ,, do. lmt.Amkm,1 Will. asMdi.dlrrrl, ktofl*K%"0 a 80083 M1 laxar Ompn dfmna III r'r, nlWeM1Nod M1Pnamsd*19.rsdM1 GJYq r,yrMSdrlr Caam.!ISSM1rrlh,WhRld Sib of rdyearlh pnJ piu,. lltl htns4rnr,ndiaesdhlndYlin,M,y..hm onp [,rrndlmtr>»Irt'nn .4s, w. umnnlr sugdm,n.eyhdlr.n.dd lhlm,ayphprmh,c1N1.1i,rm,pn,utnusraaynn.1 In— mgmrwr..,ner+dbtnl, 4451 WBlvd. Fort Pierce, FFLL 34946 Op;niphlmlDlhbl loci hnsn- Andoepl lombsill,l.l. teprodumian chkis doruoem, inany bill, nprohihihd.ithcm the arinen permission hem Ad Fool haws- Ambonrl.TmM ill, Ft. Job Truss Truss Type City Ply WRCLGIA9 FL07GE Floor Supported Gable 2 A0033333Lrence (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29,55 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-gSE48jyRYPtM4yaYWols3MUTSCLJomsdreGklLzVmgA • 0-A-8 0-8 3x3 = 0 1 2 3 4 5 6 7TI 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 = 16-1-0 16-1-0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [27:0-1-8,0-0-12],[29'0 1-8,0-0-12] LOADING (psf) TCLL 40.0 SPACING- 2-M Plate Grip DOL 1.00 CSI. TC 0.08 DEFL. in Vert(LL) n/a loc) I/de0 L/d n/a 999 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 14 n/a n/a BCOL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 72 lb FT = 10%F, 1O%E LUMBER - TOP CHORD 2x4 SP No.2(8at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(f]at) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16. 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) 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 du.grinu drF¢Inw.h'1I1601 f10{SBrSBI!Ij Rs!Isl l!IYSI(OI iCA{lG{IC;'W^I}sln7dlfD41!rT tr. rnts s#pmm Wid,dn.m+hn,f.,pk,.q(i16(msy,*,gI I,A,m ICId.m,fLd,ekr ne trlr„D..I,e sxd n., f".D,.1. Ihid,s•,d IW++Yd h.sd l.ylf9nE, ,dl l+, lnu b+er..prn(1,.f1,,.>?(qun}.,,d.giii npna+m.nMuel4r„d,n4alegxnl+rynNtnMd,Iwplq sr. has lye.IwMl;iml.,.d. IIN. 1 4sT nuetym, h,ey uR.an ,eddm Anthony Tomba tit, P.E. I Wn,dtrsIm,4qt+Iql,ynyms.:1,Id,0.eu,f.01—,wm,hdgmnlbWilmlk p—toone0thn(.m6(eldeud""umWINJ ftgpnddbINlot r6dd..AIN1. vidm-nquagr.+kiOne W."'Mbin"51.0PII y Tornb MI.1%.F—Wf.n.f, Id r.,mm.hlWsl.r p,em a/pion/d, 4xyfw.0 sdm l,Mrq(I;1GI Jrl6.TmI S1(1 n+e.,uNMr prnl pd.,, IMIM"n+p+np,idy+Whr+d4l.n,NL.s,dup hp.,W 4451 S[. LUde 80083 Blvd. 34946 mn. irdrodq,(.ou,p.eg..d.dgapna.d.d mun,4g tqa.nrOfhlwl.lay,..tn+tlu.(grnd. avty ru+gmodem+n,+w.d.inl. Far Dlece, FL BNd. oplri0hiL1016A- I Roof Imus Ar!6..yl.1-hollill. Iepedeni/odibis dominto6uulIsm, isp,o6ibilel.d:oouhe.,intopnmmlube. AIfulTimes Amhnyl.bo6olII,RE. Job Truss Truss Type Qty Ply WRCLGIA9 FL08 Floor 4 1 A0033334 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@altruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:55 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-gSE48jyRYPEM4yaYWol s3MULeC6tofddreGkl LzV mqA 0-1-8 H1 260 3x6 = 0 t 2 1 e 1-6-0 2-1-0 1-6-01 3x3 = 3x3 = 3 4 5 6 T1 0-A-8 Dead Load Deft. = 1/16 in 3x6 = 7 8 llam. 1 in on1 G 3x4 = 3x6 = 3x6 = 3x6 = O 1h Y 16-1-0 16-1-0 Plate Offsets (X,Y}- [1:Edge 0-0-12 , [10:0-2-0,Edge], 113:0-2-8,Edge],115:0-1-8,0-0-12]L117:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.58 Vert(LL) -0.18 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.25 10-11 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT = 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. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min. 0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027,2-13=0/1041, 5-10=-589/31,4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) 4-y MuM,muriY'illxltR7fS6r4[life'IQ{9LEfbISrEJs[iIICY)(iS1AYjMt1'i1NCri[YJEIi hwin/tYupin emN,N.fnwd,lm,r,.pa gllrforr,wll.EwygeEEnwa,slenlr,"m o,p„af.n,prrwYin,wq IYI,S,wwMi'+r,WI ud1uY1311pM,/d hsLwshupisyu{Is,S"Iq bawe;lhs uiw 1 lhhuprm,umpa0neMY 45pilik ;ftho, lenm4u4s 1110O.wlu lM11. b 1.pw1ugNMWttpw Lumitri Anthony T. TombD 111, P.E. I dn,di irwthr up luWypYinrwvpin h0..o,YO+wi,r-arL•11 r nY Wine M(ttt,+d,wm mlll,YA; w1Ybd lwYal „11 e-'RFI Ib gps,tllYlppdw trll w,AYin,tat,0yY Iie.nep,umMwdkmn,tliYYuywUin J80083 Ylu' ry hwgn wlfmsnLllrt"ul re+blhl Nea psOw,renlLn,lm4dq(resaa3Etll fcxusmlrM Nhsmhlll Nslll us rshyl'u imsi p sso.I/slmwsYuttpiMan wlewnf Yims h,y..hws hply>.nminss er/x'w+.w4n 4451 St. Lucie Blvd. slwdu Wn,l llrfetn qwl gourmie lid N'.n iweh him, but Eyww is eCld lltl+e ktpti,ulm,3lm+E;rm /otf/f,e 10 gtia,lrn nwlsf+N bIR I. Fort Pierce. FL 34946 oppiehi0} 016AAtool lnssrs-AnOeryl.limbo Ill, H. tepsolocionllhislom em,iaulform, ispOA11drRYeulthe-linenFr,missi+ahim A-IGol bosses - AnAm/I limbo Ill, Ff. Job Truss Truss Type Qty Ply WRCLGIA9 FL09 Floor 10 A0033335 Job Reference o tional Al Root Trusses, Fort Pierce, FL 34946, design(gal truss corn Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:56 2018 Pagel I D:hA3xRN7kH8GY_sQsevncy2zOBnp-8foSL3z3Jj?Di58k3 W p5cZ0 WmcS?X64n4101gozVmg9 0-1-8 Fi 1 2-0-0 1-6-0 r 2-2-0 , r 1 Dead Load Defl. = 1/16 in 1.Sx4 It 1.5x4 = 3x6 = 1.5x4 II 3x3 = 3x3 = 1.5x4 II 3x6 = 1.5x4 II 0 1 2 3 4 T 5 6 7 8 616 If 15 r. raradr.l 1WOOL,,. u race LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 100 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 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 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min.0-1-8) Max Grav 9 = 855(LC 1) 14 = 855(LC 1) FORCES. (III) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551, 12-13=0/2707, 11-12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007, 2-13=0/1014, 5-1 0=-595/28, 4-13=-570/31 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. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 13 12 11 10 3x6 = 1.5x4 11 1.5x4 11 3x6 = 0 C CSI. DEFL. in (loc) I/deb L/d TC 0.62 Vert(LL) 0.1812-13 999 360 BC 1.00 Vert(CT) 0.2412-13 763 240 WB 0.48 Horz(CT) 0.05 9 n/a n/a Matrix-S 9 3x4 = PLATES GRIP MT20 244/190 Weight: 79 lb FT = 10%F, 10%E s.rltrOrOpIt(OttC.rlPIj4CWftIWSlk•Irti.gtpsoRnfr+wlru,rMhnfOrdIn+fQll rwrOy1.fuY 11Ww9ntulsr—Odadem„ablrMl"Irh Yild w,ta rYe, delNrul MIl+oN uil l,rtm,l+rgr!yu+npr.lrrnq[gra/or udrgt'.ins,unraglmrdtir rrdn+ty. unqugwdlnMtr MepdMugp tm,IgeMrbl:l rh, r4+IM1I rrr<,4r.-r-, banAnthony ' T. Tombo 11!, P.E. r.udo,Inol.yt npinnny.sx.7darOnu,r.D.ri,.mxungr.uaktypr•,.,..auandmut.matrmu dwt uerrrni crgrmd aroor.rb<ii.udar,.,,,.day.mq,e,q,..,.o.rx.gwoNauq.,ga-re 80083 mrmyrr.,»+rc. n.. rerr nr.»rrorm Fq.gr" dnd.rnar.,derur tm.r+s arts,.r.!rtgru.un.rd..d.t.,.nr rrnlwsnd„n,ja,r,dw+dryr+n,Nq,tM,aurNwwrn.+w.a.a..,an rdrt.lYlhrlhrfwfrlqul. pr•n5r hApM, nrhrl I 4n,R:y ESannr7ld lJlq k+4n,. Un+t.ur r. Wly 4451 S[. Lucie Blvd. For; Pierce, FL 34946 Gppiiit0t01{AIIW Incut4ctbq Llor{r OLIL (rpohnindrYi, lenmrar,iuglne, if po{ilaJ rd:W !le ndN. pnriui..hu114d hisses MI{n1l.lamb. III, P.I. Job Truss Truss Type City Ply A0033336 WRCLGIA9 FL10 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al lruss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:56 2018 Page 1 I D: yP U Cg Gf LZTgtoRCQb7?I Naz2jnS-8foS L3z3Jj?Di 58k3 W p5cZOTGccmXA2 n4101 gozV mq9 0-1-8 p 1[5.f II 1-5-0 9 344 = 2-6-0 A 3 3x3 II 1.5x4 VVI 1 3x3 = 3x6 = 0-3-0 4-2-0 Plate Offsets (X,Y} [1:Edge 0-0-12 [6:0-1-8,0-0-12] LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-P Weight: 25 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(Oat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or fess except when shown. TOP CHORD 3-4=-299/0 BOT CHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951/0 NOTES- 1) 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. 2) CAUTION, Do not erect truss backwards. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 trw r4tu h.hr h.h7I IX111rMrSUIUj GECUIRW#li tpl413(tSlflxr&T[rJ eIISCR(1:#lAi'hrs.Ser/l Yup lndmdurl edrt. nil Sint"hr.glRU!dtrSrms L lob 4 ILldxrn Slew Kn n: blueo—sf a"alkw'wj WhStmemi latt Wlrtu1mtr17Jo. r l I:n irnl hup Fept#11e,S uE1[Mex; nn fldM.r lOprgcemo.a atdtr pL:ueW gnengntp.Wilry M1,m4ti.}/c. wje l:n5ln luN101 nlr d fiN Ih l:yt re.grn.helalirWtudR} Anthony T. Tombo 111, P.E. dned>.Im+YglWghormlwibinidU.n.hO.+nrteM:elrpr YSyl/ghdAe,br aJmUliei'dMY;dldl IdrrdlRl MpnnlitrlWdnheLnedhelma.ahyldi w gr.hWer.r.Ikninu hYnt."Lild a 80083 ludAll—heghWtrim. IIdM# elt lud M1t F= dpldntdrm4#hp(egrm SNr,h4-.mu(IW!NikYlh A dtill uerdunelf.F—Ipiw IRI.S.tMrnp.Ain.141NdLhothtq..lmtlop Lpsndtoternlnru. Miff 44515t. Lurie Blvd. rSndta ltatllltOtu q.lemu.myhdl pro ndref Mlm:hut itpentlt 161d WI htpe,u l n SivtE*te:lot Mir, IC q'Jvel nrnnnitolh Rll zt FortPierce. FL 34946 appiph07016A4 loci lr#sse-Atllogl.limb#Ill. r.I. tept#boinofA;sdwotm,muyluo,isproki6ueA.ilhe#tlieWnnenpermr "Ism Ad tool Tr#uet-Anb#nyI.Tomb Ill,Ff. Job Truss Truss Type Qty Ply WRCLGIA9 FL11 Floor 3 1 AO033337 Job Reference optional y•,a •ee,.wrrr ..u,r. o. rcv a NOV ec cU e e root. o. 1cV 5 NOV (c cu t r Mt t eK tnaustnes, Inc. rn Mar 30 11:29:57 2018 Pagel ID: hA3xRN7kH8GY_sQsevncy2zOBnp-crMrZP_h4174KFjxdDLKBnZpT07QGfBwlylrMEzVmg8 0-1-8 3x3 = 5x6 = p115xf II 1-3-0 z , r 1-1-0 71e5x4 II IF 10 4 5 I Z - 1.5x4 = 2 3 81 0" 0 1.5x4 II 3x3 = 8 7 6 3x3 = 4-1-0 4-1-0 I Plate Offsets X( ,Y)-- 1:Edge,0-0-121,[5:0-1-2,Edge],[10:0-1-8,0-0-121 CSI. DEFL. in loc) I/defl L/dLOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.03 6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(Oat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No 3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 214/0-3-8 (min. 0-1-8) 9 = 214/0-6-14 (min. 0-1-8) Max Grav 5 = 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10%F, 10%E fern -&- i—oh. frlr"Ite't l lx4 ln1S6(fRl[Ij QCLLl It1xS 1(0,1rIQIS IiSiCxj 6Tt1'i l(llttgrlieFll' hr, we* Y"# (rmim d rd.fn r m l eu tetS, Irery pt4, n 4 terry i. heh ik u to... 9m lHse r, m-aunu abs r qr lAA,eey Whiew;m rhf,tllMeul hemli q M•elA I,elm, kup Frrre(le. Stnmly [epet;he,dnr1107 iyreen, rer,trr ,I qe peMned grgrql rtgr,Udtl h•M 4vp tl qe use 4ret leWlrMlOD eeq,defM hley,e„eyeen. heterrr0ore; trmlM1ydeuHn,Im,lergWhghqrmry,ImHrr0.m.40.rrirn•cilyn"hWhgh"I{.rcaorumnelm4r,ieCdgrYdlnLarrrgdlM1l.MgtmHdhl00den1ellneH[qhn,.ahg4ngmgr,Wlbrdkem,MYYuqreuqW Anthony T.Tombolll,P.E. W lrTealMq"d(err,rt.AD."towleblot dgerre6eurl pdArndmI-an(egeee"Sam RYeere'Im. plebs h old UU ut rd—ih .lnl YLetMrnte¢iieuvem,eLlmtd,gr,hrt, r a80083 e4enlu ldurery etatea Yerr qn u.etlghe9 try nHnf ne loud I hsClarey M, Ihtp. yeen rf lnueecaq..4„ 4451 St. Lurie Blvd. sT •ro,uingspieE>,merrrer>.l!>t totgal dq•nq,n(dWgml (sppilht 0 2016 A -I I eel Lessts- Amhoey f.l eohe Ill. P.I. Ieprdwioul this Aemoem, isley two, is poh3nel nthen the nine peseeissira hem A•1 Icol l resses • Aetheer 1. bohe 111, F.L.Fort Pierce, FL 34946 i Jo Truss Truss Type Dry Pry A0033338 WRCLGIA9 FL12GE GABLE 1 1 Job Reference o lional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:57 2018 Page 1 ID:hA3xRN7kH8GY_sasevncy2zOBnp-crMrZP_h417 4KFjjxdDLK8nZp400kGgNwlylrMEzVmgB 1 2 3 4 1-4-0 2-8-0 4-1-0 1-4-0 1-4-0 - — 1-5-0 - Plate Offsets (X,Y)— [1:Edge 0-0-12 [9:0-1-8,0-0-12][11:0-1-8 0-0-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight 20 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) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) 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 to. yq•16ty D.r¢4,nu.Y'111C A IIO(S6[iQL'1')rtl'1,11(Wt[Gtpfgo{lOfICY(p^,1 t(P7fl[OW.M17W 1„a!y,#I.ta,Nl linl h,Y,fmlDrsr r..q plq.la tCe tl fto. al.ILld.,yo {ru /Oy,M Meu M.1„w'Qd rfl0. nl} Wi,l,wn, run M1lh nM Arrlpnrsfd t,.I.•,uM,a(gnnp,.lnd.7[gyenlr,W gr l nstyy,yatetit 6prnur gwnq menddgr Yrup/Yuayt i,n, egcr r(ay!,r„Inl. rr r,yywato,rrerns+.,,,r+r! Anthony T. Tornbo M, P.E. rint m(a wrgnrnq.n=7 ro..y,ro.«,.Y erynrA.A.rlr2n..Yya Yn(.mutrrtWerywerlru.rrq„n:0ftin0 hy..Irem,,.nrq..aqunr..*4wrr.yuauryu Akfof Y a eha u d(ra.Y la.rr,MMyhIMMY yyn 1 pi4n/Y4Ggfaeor.1/,q YMrc(I:tAt,N I.1A yl Y(In„MrMl p„d try, fillr'a,rrntr,Ad3„1W,4Inf, Nt*y, 4.0 ru{.I,partrn,Y.A,eyn,n 4451 St. Lucie Blvd. m.wM.try,aa 4naT.:yhAt.y,ndd Irl,n,r4(q.muu(ettu.eD *n,yf,.,,tnh•[gndn4i4y tl,gmuillry,nnldufr(M1I For; Plefce, FL 34946 opylighl 0 7016 A -I Ind lnaos - Ael6nq 1. le 6o III, r 1. tepteiarlioa cl Ais 6onmtal, in ny le(, n plobbild rdiMI L`,e .0to ftminioe bon A l bd lmsel Aat6or l loolo ill, r (. Job Truss Truss Type City Ply WRCLGIA9 HJ2A Diagonal Hip Girder 2 1 AO033339 Job Reference (optional) 11 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:58 2018 Page 1 I0:hA3xRN7kH8GY_sQsevncy2zOBnp-41 vDml_JrKFxxPl7BxsZh_6yrOLT?754XcVOvgzVmg7 1-5-0 3-5-11 1-5-0 3-5-11 2x4 = 3-5-11 3-D-11 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 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 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 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 155(LC 4) 4 = 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End , GCpi=0.18, MWFRS envelope), cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 51 Prnvirip mpr,haniral rnnnprtinn rhv nthpml of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 14-9, and 8 lb down and 7 lb up at 14-9 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 (pin Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) ir.g Mullrnoinp.lf•rin0fnlff NIIIrIQ11111[ELMS1(OUM11(R10Yjp711•)L(U[KflWs1rl.wl.dfYsqrt.,.dn,nd"AwinwN,1'.hp0enq(1[9,,wM116.111ubRtE.lAvmSlenlr.,n, ws'aw'.iwWN.e,m,.ry W1h t..m,l'res WlM nd heM1 mpMrdd N,iint leap hp,.(Ie,SI.nOf bpee;Mp...S mnpem,..ppaadi.pol,wdegnnq nyw.lV,tf 4twhtpdM1nj, In:s 1pml.M1m,d!,nl. fFN Ih Mpopgn,a.4leal t.6..t un.aet Anthony T. Tombo ill, P.E. dneAUlmst.otl.lealhM1nll.dSW!dd0.m,M10..i„Xrrcd,pfnM1Alegledprt,.G,umndo,IC,LQ;eilM6sd1ulalnl,dlRl Il,gfnn1dM1lWd..Wdep9arI.n."" k".-geuhlC. i N M, SW isN"VrWrll x80083Yit -I.; hire o, U'M. a nm s "1A.1. .d (soon FM' d pddl w W" (e.l,w. West k— w XNJrNW1 M rN ti SI(A.1 fd.ea,l I. pint Priam ME o1.1 2—pw rur' ml ous d L Im1 Nw. Dos, kp 4- col lms K.O.>f n..Snt eS,Mpdduli ,(, r,a, .1 4451 St. Lurie Blvd. 1 7gw•+lhdfl.'as.rdeef IIeIm,GcpEgnwlleClmel.p M;yn,plrntfftraEg.xrdoPWq 1On77dnlernr,nitwlpml, (oppilhl02016Adloefhisses-Aotke, y1.hmheIll, P1, tep,odoainof this doeowem,ineoytwo, ispmlikiledrilhoolthen,tieopwmissinhow A-1loaf hoists -Aoth,ntl lonloIll, l.1. Folt Pierce. FL 34946 Job Truss Truss Type Qly Ply A0033340 WRCLGIA9 HJ3A Diagonal Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss corn Run- 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:58 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-41 vDml_JrKFxxPl7BxsZh_6xfQKS7754XcVOvgzVmg7 1-5-0 4-2-3 150 423 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 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 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 (min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 4) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1 60 plate grip DOL=1.60 2) 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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Fl Prnsriela marhaniral rnnnartinn fhv nthon:l of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9. and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% V.."tlmull oh,rw.wi I imn7S5 miiljanu rim r(JsU11hS(IS10Y 1LTl jilOGi10:a7R aw lrcfr Ytlp pnaen Mrd mtrs nrl nstwpde.q(1!^JdtrlAwiIh hItF1 tela.m Stem Mrr nr. t4ls!Wr•hraN wMlp, err WhlrumrrnsssrlMsullntrnhpw.W1 sseirnrkup!!prap!.Spagfar;d!wlno7lGArrpun!omp:!/pp6sYadgsumrr!y.vlaofh;M4up Mu!irr!slneaiuMlODwIr,M IR1 i M:pn!!gnnf.4Wl!Wmwtsm!im} Anthony T.TomboIII, P.E. dn!dnlmtW mi Wfghtrrnp a4e7/tr0.n.trp.iirerr!:dreantr W/.M(p!,brw!aJmQL,WS(dMYdlnlaln4 ml RFI.Mgpnl trlODdrwtrlln!dMlms.aM lmfi}wnp. av!Ot dYrn sMhYn!NWtld J80083 trtNaprespnd4cmar lros!nMatrlOh aetrpsenatpeW!mrl!m ban Wimm Wr thmm5W,F. WRldsx hl m;dnevlh p"pl... IM1l mi!strrryealian melamMbLnrdsyr.1—%Wtq.. W T.n YnE[+rn.4ts 4451 St. Lurie Blvd. rta.lu WiMgeGrn qe!l yoanoy lT itr tMnf Mlmrlkut Fgeruae0ltrlPl prpa,uln!s 3lsSa Egmn[mledy mgYl9NMn or mlrGel61ts1 Fort Pierce. FL 34946 QPliipht O ID16 Ad teel lasses - Auheq 1. bmhe lll. Ll. tepralamio of lhis i1 mmem, m aq tram, is prohlild •ilheol The rritio pesmissin ham A4 bat lasses - Amhaor L Lmhe III, f.l. Job Truss Truss Type Dty Ply WRCLGIA9 HR Diagonal Hip Girder 5 1 A0033341FJobReferenceolional I Roof Trusses, ran Pierce. FL 34`J46, aesign@altruss.com Kun: 8.12(A s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:59 2018 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-YETb_5?xceNoZZtJIeNoECe17paokVSDmGEyR6zVmg6 F 1 s-0 i 4-11-0 - 9-10-1 1-5-0 4-11-0 4-11-0 4x4 II 1.Sx4 II 3x4 =6 4-11-0 4-11-0 9-10-1 4-11-0 Plate Offsets (X,Y}- L2.Edge 0-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. lb/size) 5 = 155/Mechanical 2 = 468/04-9 (min.0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351 /697 WEBS 4-8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9. 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=63(F=31, B=31) 14=-85(F=-42, B=-42) radq nnudanrJrrrit.h'eInOF(17fSRrSnI[IjG:!eIIIIINSI(onlikes(R k'ttlir,LWCWK9lrhalutrYYM plaradmadralnNtelI-hnpOF"JIMnilbLem,I hc»Ret Id—Otak rnr mlrnaararrurr.mlA,r.q Wlnwmi fats WlM td WdfDmr.ad es0-Rsgttgampt,lpmOr[weM,mud. r1 00rytmrmmttcp—lr.pt4,Wdup,"aspauldy 4t as 4,.pd IN sa#t lnd tmW rdr 110 rF.w1a IM,lY hsp matgetn.uay amewLs.dlAnthony T. oo 11I, P.E. dmdistrn,Ntglalfath6inpnhMdMfhtn,DaQ.risservdgarntolmninrynr.udnemdt"M,MMnib. Ind kvUgreitWWI MpmdddWell n?Yllsudim Ims.YlN"4fn}argr,afigdird4rtq"i so by 7m6 rrWlby x o083 rnb I41411. Mi.,.9(mnn. 10le" tM• lie Ill me1%,Fm—drddandmtobq(tryrtesdmW-mu(mx)r4i'm4Ill meUU.'lrdamdtipndPeau.usIM.,smrymdianddYndbhnthpe,hnsOrspEvenutl(n:sWode+ur4r 4a5t5[.eBlvd. tM.lu 46.dgeAssoynl wsuamsgpolrr.nard,d thI-0.srPf4—u4cI1k ghslm,uln,f 4rrta Eglun dor Pity 10rga1adarannLucie itwkslnl Fort Pierce, ci 349a6 coppipht01011A-IGil lasses - AmhnyI lomheIll. P1. teprdediunfthis iommem,incoy bum,isprohibited .ilheonheninespemnssunhem A-1Roof hoses-Anhony1.lemhoIll, [ b' Truss Truss Type Ory Ply F A0033342 RCLGIA9 J2A Jack -Open 9 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design a@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11-30:00 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-0O1zBROaNyVBISWIMul mPBJzD2gTObM?w_Vzzzvmg5 1-0-0 2-6-0 1-0-0 2-6-0 2x4 = 2-6-0 2-6-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matnx-MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min.0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and nght 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. Fl Prnvirto morhaniral rnnnominn thv nthorcl of e.rl.l4ur d..dl.,ru.h'1IIxf rM5r4lllmFQA-:Wr[t115110/CillnsemoY tlTlr; unOntK41i'6iw rerlr but r.rdmdrM eln.n,l•m,k,s Mnq(RY",d lh rrM( I Ian I I. Idnm ShOW.n, Ut,,0..h,'dw lhl. rq tWhYue+onth, anted t.err»ow.,ms,,., kup ter.Ppah t.ruwmlm e.sun.urrumonp,ara rohiwalul-Nnywsery m lr ovpdIr wi,In:s rmw.,r loorp.r. IN Anthony T. Tombo 111, P E. tad . d k, I., A. my Ivli,sr n Is iaCJndIM0—, Ike em'lrbbdepfrle.Il,llnlp,,,rCRmmdruIII, n3;drhWdh'.hdMI.ihelp—I9Ill1Wdwhdln,dInrmtdAgh.ar.Ik fbi.gLsniz.uegMb1.nNWnd a80093hl0gk,pndume.,.soNis me.. INsod IVViral WrL•hndhe haul (rpamSd&W-al,I"t.M,hi4 IN d sill ue,elu-11.Itne pl—,MImhe,Yrryecllon.11.endIn, brit N,q.,Lr„ p,up Up.ed 1.11 Yadee>•n..4,s 4451 St. Lucie Blvd. ekMuleheel lltOsn qed rp r.,e.pltdllrnnd, ef Ill I—Nui.tgeml, lei N WN kcpr.n Fort Pierce, FL 34946 lphithl01tl6Al loci tosses-Amlog1.bmbeIll, .1. teprobdmrofllisiom. em,insty lam, npeolil'ddrithalthe .tinupermissirehim Adloaf hosts Althurl,b.holll,f.l. Job Truss Truss Type City Ply WRCLGIA9 J3A Jack -Open 3 1 A0033343 Job Reference optional t 00 t iUSSuS, rvtt Tierce, rt- r+awo, oeslgn(a a luuss.com nun: 8.120 s Nov 12 201 r rune JJAZU s NOV 12 Z017 MiTek Industries, Inc. Fri Mar 30 11:30-01 2018 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-UcbLPnlC8FdWotlis3PGJdkTIdMcCTrWDaj3V?zVmg4 1-0-0 3-0-0 1-0-0 3-0-0 LOADING (psf) SPACING- 2-M 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 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. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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-M wide will fit between the 2x4 = 3-0-0 CSI. DEFL. in floc) I/deft L/d TC 0.14 Vert(LL) 0.01 4-7 999 240 BC 0.14 Vert(CT) -0.01 4-7 999 240 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MP 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 o N PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% hnttnm rhnrri anrt anv nthar mamharc btq Nnvtl.n Jltrw•R'll1XI I'Marunirl 99M[ELMS {[et[iiltq(IS1eY tRi1'illI1CRIK4fr I.&iufr 6up proem nl nal..rtrnti.tt Betq+tte.giit9; dl6 will I IWR111t1.m Wlik!" nt Wettt4rnn mhJ rbr 101,Wi Ibbi ttrrmt fret null Mrul In[* Intl M'M Iniinl kup trp.tupt, SleaCl lgAN,6fWoul 101;rprmtnmryraAb ryreubJ nr nmprzyrvlJ>tb•it 6tp 11m war ln:tlrytN rbt lOD rh, ul.It11 SY lwp ntmprn.bk.11rm.ryuHkO I dntd6hlmtbrull.IbyittYnyw6Udlr0.m.60.itneuuNrpnntl.Ibylufp4.btwtbamlC,itQ:almbttlluYaln6dRII.My1nnIJd1011rd.ku 0is, I.B.bykilt.n yt,a0aarwinibum OnyT,TOffIIl0111,P.E. as 1i4a1 D.V. nor tK:Mu. 10 in,,' al 10 tlu . 0 rid ti pdvf ryJ9un d n tnNy fuirtu SEm Itr.mr!Ilxi pNtMl h Moro SW rtndutarl d IttnJ piru. INa5rt Yrtyte.kJaH rl6frt / to brit Au*u. Lnr Atp [qnn N I-Yalxrn.rbtt 80083 rfe iu6FtNrytettmgtdynu.u.gll Ir IntBd MltnrDrphl— Biel utlaUgpr tu,ul:ntIrn.up. tott4Ll 101q'rJtdurn.tnldwlhrM1l 4451 St. Lucle Blvd. Fort Pierce, FL 34946 GppiphlO}016Adloll lntses-Aml.ryLlom6.III, /.1. tepml.Ui.ullYirimorebt,inoryfirm, npmhileduil6amlist vane.petmittir. bee A•IRoof hnu5•A.Ih.nyLlimbo III, Ll. Jo Truss Truss Type Oty Ply A0033344 WRCLGIA9 J7 Jack -Open 15 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:01 2018 Page 1 ID: hA3xRN7kH8GY_sOsevncy2zOBnp-UcbLPn 1 CBFd Wol1 is3PGJdkGtd BbCTrW Daj3V?zVmg4 1-0-0 { 7-0-0 1-0-0 7-0-0 3x6 11 7-0-0 7-0-0 0 T nNM M Dead Load Defl. = 1/8 in Plate Offsets (X,Y) - 12:0-3-S,Edg!J LOADING (ps0 SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft, Cat. 11; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard n flncf nn tho hnttnm rhnrri in all arpac whprp a M.N.Ai„ Ann..1IIX!ITIM srulrlarecnulsOil rn,hr,rtspbsrillrrf,de,WWI ll,ck,rtrLtmr.,wnlr.,n, m+n,m:rnn,uratit TWO WIIIIYmllthlsNIMMIMirIDnMriJ IfIIrRlWnpryir pl.StIJ10 I 11MAIYinrllbllPY.r Ir.c:eadyti,9rdyJllmr,Nrr,llmirM1'o 4ipiaftilllr,{IgnlYirl001dt,wl RH fWre,pn,r prn.idakumrt,sars[r Anthony T.Tombo111, PE Will 0n1hiss M1r.1I.M.11,its ..dd earn,R+Qm,rCyrNsp.hl.Ilnrknipr,.4rrmnden ltl.itZeiirl Jntlakd,MKI IrgknnlrinikOdrddlnrAMim,.tlryirrby»firwhN,rrlMrsldi6 rngr,iyrr :80083 Ili Idia;,Wrtmrn, lYr1Its ri.MTWO h{rm,rlpl•Lnrine4fiq0eewnWMWee mWplhsWhlN.WSLU—dudhlpnYpiau.Vsl90-wLnymilenreNil MIs' liRfd ft.I—knpEqunafln,sVaIlnin.r4n 4451St. Lucie Blvd. rs,Mu ihrl ll s(sLsa gist rsn• rtylk ii r.:n i,6rs IW lnuh{q Fgm,l, IkidlaVsl Mr{a,u lna frmsEsp,u Tory riLr 14 gilzN iris r Rldal IN I. Fort Pierce. FL 34946 oppghl 0 2016 A I tool I,.sies - Aotho.y T. Tomb$ Ill. .I. Ieproionios ol Ili$ lomnem, in os1 him, R prohibriel nthem the vanes permission hen Ad leaf hisses - Anthony I Imbo Ill,?(. r Job Truss Truss Type Qty Ply WRCLGIA9 M713 Jack -Closed Girder 1 1 A0033345 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30.02 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-zp9jc61 quZIMQOcuQmwVrgGdxl WExm_fSETc2RzVmg3 3 6-0 7-0-0 3-6-0 3-6-0 1_5x4 II 3 6x6 = 3x8 11 JUS26 3x6 II JUS26 4x6 = JUS26 3-6-0 3-6-0 7-0-0 3-6-0 Plate Offsets (X,Y)-- 1:0-0-0,0-2-141,[5:0-4-8,0-1-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matnx-MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 1564/Mechanical 1 = 1480/0-3-8 (min. 0-1-12) Max Horz 1 = 138(LC 8) Max Uplift 4 = 523(LC 8) 1 = 422(LC 8) Max Grav 4 = 1564(LC 1) 1 = 1480(LC 1) FORCES. (lb) Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2097/596 BOT CHORD 1-9=-646/1927, 5-9=-646/1927, 5-10=-646/1927, 4-10=-646/1927 WEBS 2-5=-430/1575, 24=-2170f728 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 523 lb uplift at joint 4 and 422 lb uplift at joint 1. 6) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 5-6-12 to connect truss(es) B02 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to front face of bottom chord 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F)9=-832(F) 10=-832(F) 71 1 h,c en.ce hne hnnn r/o<Innn.i fn _ in n nef eeyn,n.r pqn.,.d'ealuv111MrSfUna11uIIwsalaemnntalc.tPOunen(ewvm.rn I.,r.i m eklm,asn..mot(elrarr.,lI"41J!iamunlm.mewa..rxd.ar,w Ihiii D•IO.IMn hr M ndYi a I h .il h e I u lei fepen p r.4red5! (ryeol V ui q rs nFem mlmu / , lrehur'e: e¢ruq nynldan M , dp d a iml rq¢ Y li xl.,.en IM1I, R 4ye ury'n, YWI, gym! , dne aiinuW glVEghoeny reiq rt.G.eu,frG.rir CnhA gmn6 Wiq Mr w.Mue,aMlt(.R,R(.1y Ird MUq ue,dllll, Ih ppn aYlfD o1 I CeI1.0 q, Iml, or4q r0 paq.,.sk'!¢kaiq hlgmna vlkyM c'fY T. Tombo II., P.E. e. t+V9 huh., rl (e.aw ll n1MMeN1E3 remfea:m dpi4nla.{.lZ,[wrrlMlld eewOCWINJn I.mrSt(1 e rEreuH l pud Peru ql Ma.t,r.PJM1ht I MnihimlL L.ud 1 ' Lucieear.lu Mrtry.INd geri wendyhdrre„.d•d, fY4n Ors*fgrmnlGiM4.ILIMurn.rinu(INe[gwnAr, MIH V,q aui lsel .naibMnlM1l , . partra " 44515(Lucie Blvd. epyillf D101IAlteolheaes Willy1.IceE.IIIJ.t.Iepdaliu01fithdmmai,ienllpm,npoliNiedrB:MlEeurtlupuniSswLullbet(ntles•Mflmrl.hoEelll,l.f. FouPierce, FL 34946 Jo Truss Truss Type Qry Ply A0033346 WRCLGIA9 VM3 Valley Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:02 2018 Page 1 I D.hA3xRN7kH8GY_sQsevncy2zOBnp-zp9jc61 quZIM0OcuQmwVrgGfA1 kExw5fSETc2RzVmg3 3-0-0 3-0-0 2x4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 8 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 purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard Sl Rnmrinn at inintiel 7 --irt— narollnl In nrain fry -PM b-onn. la'A14+A NMMill, R41111111%1(ClamirS MICI IWI) IM0011"Ar W. I.rl.•up pTs.Nrrrr wn.MlmtDr.,pin.y IS7II.1 kSrh 1. f.rrK lt.ld..a u.nld.n. Oiv Ormtur.Ml:J,.dr VA ornr tun dd Is a1. h IN 1. 4A 1,e1—a,,p!q— D, sndn y.yi 2rld..I ranrrun r uh—I9, m el hwd He.p1—lncl. 5,12 W!,.d. lnl. I. mup uv.Wr, In" da-, mun Anthony T. Torntio IU, P.E. I .Imlatlnu4g4 1gnarny.tipi/mC.w.enD.«i,.anmlgm.mwpongr..ruerelrne.mntrdl dmA.lua.lma.negp.l*atxr.tail. 00wba,.d r4..ayu.rp:80083 b l.IL.l Mup d(.drt. ll..,MMr(Y 1pr ft —,.I pik—f6t."(sno—Ynt k!..—[Ctq pYW11.i11.I SKI n,drd 1. p.uf Ph- g116n,nl.:l.ds2.,r Mnlhl+u Nvpf,Lx, I.,T lyrrrirn, Y.A.a.n,.in 4451 St. Lucie Blvd. uupYu, dur,r-W.Wrilll. .tr,.Wkh.l h.(.l.f qal q.. al+7h AprM. ruhd hbnl Aslp(S.enn.lo.1..4gkupn,r 7m,yw. tep,n d.!wAy For; Dlerce, FL 34944 ppyN071111A- Ilea) es Action) 1.lab III,r.L ItpdmiudlAifLnm..l,inoil lmo,np.AhlBdr4soa..line.pamasiubon AIhdlunarh6..yl.limbo IILI.L Job Truss Truss Type Qty Ply WRCLGIA9 VM5 Valley 1 1 A0033347 Job Reference (optional) urn mCpOi , ,uwoeo, rvrs r,e,t e, rL J4946, aesignigga rrruss.com Run: 8.120 s Nov 12 201 r Print: U.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:03 2018 Pagel ID:hA3xRN7kH8GY_sQsevncy2zOBnp-R?j6gS2SfttD2AB4_U RkO2pgtR3RgNLph uC9auzVmg2 5-0-0 5 4 2x4 1.5x4 II 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 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 FBC2017frPI2014 Matrix-P Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-11-6. Ib) - Max Horz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-5=-183/320 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 rat, in „cinn AAICIITpl 1 annln to nrain fnr do 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb) 5=104. LOAD CASE(S) Standard rw nrne..prn,,. r'ult7lwEsfstutrTst:utivsrrc,mnnanc+,ccnnncnnutsrr. r. a rr,arA,rr.mrn u,aTa,.ylrardra.rrl..rx.rtld.,trn,o.,w, urno.A.mal.wl:o.rnRudurrslan,algndlx E, Ipnh.,W as. I— „*!4-0,+nrnrr.imm. .,myrd.r.woo.w...ImRan,r rrnn,rynwnm ars uraU4111—kre,r.r;7r.r l.. lnl. rr E<,q,nwr,.rro.+,+.aw. rn.minud. rurynyr,y.w mo..u,o..,..r N nRbw€k,r..a..ae mm.d¢crr#r r,u nnrmala.a rareeat.n4arm,,.nen lanr•a.rk,equara,uy.urr Anthony T. 8008ll,P. E. 3 nuN r, rrgn,.ur. nr. drWrrR.au,r .,aar eye.,.semis,.er(rurums.mrsur.,ra.rdr.., , mlkynarc,.ro,rw.n drm,r, 445I St. ucie Blvd. ut.., Ln, h,* fy.w r Im, Yr,hprr, won hw..,w hgR,.,,. a.d, fYLn,R„rESamn.Ol.rwlgGyr,,rl,n,s:ar[na.;wk n,yoNulmnnna r,rnr. (Ipr,ga a 701AAd ltd hates Aabn7L1ccb10Lr.L Iepmltnin 11 rGs leonta,is is,lam, n poliABd.'i1:.AL,e.aln Faouia himA I II.1 Iona- AtAt.y 1. Tombs in, r I. Far; Pierce, FL 34946 JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach 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 i r= 0 ti ttach Corner Jack's d (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) r.,:,. n.,, r..ga,,,.e. r •e.t esn reeSLq (1ru[rllleu(nd a Iturt[h tF.AL,VTI eneoe:Isver r. mz, rsq rw.,,n.e aesn w r. l,„ (+. (.y tS.e r,.b; r t..s, e r I rd.,., tkn ee.. M n.,,e bed. ea ¢I..ry N,f ,.rl I,YYhlrrlta.11,ill:IIM,ML'I.pIMJ¢.,(r,h,.w;r,rr.r(s awm..:yre r r,,,.rey..tip.y.,+grrr r,y,r.nr,cN.r[e r,..r, nu.hnv h.t..e.nrq uee—wwr Anthony 1. lomtio III, P.E. seee"eW1—rm;k"hbn,rrY:e,dr11-1W0—%.49d40. M411y K.M.ri.-m/rit. rA dr seal Mti q,.e Ms. r. rrr r lM /.e.(MI Y "MrennYMbeAl.mull man 0uq fedmrerV, d . W083 se, rr.rrswesi r. eaa newl me.,rt ro-cmenrr.nreews(n(ay.,s:tc ea...,.(a r s,re t.mdvu n,e.,.arr rru in, Well rl"rsaud lms 0n Iml win, n.o ds*Eli—W tml uacw,,+s" 4451 St. Lucie Blvd. n,n n p l.eGee q'-d"" n.q lr icon nel.e/ I.hn,eer}(q+nne:Ir4.Enq O.upe.Imi 4,e.f.pe.r/.,MW, e3nN eean renerhn.nel Fort Pierce, FL 3A946 WgrgbV24, 11AIledtens's lerbegl. f teIll.?.[. 4peeEenissel&A1uuKel,isallere,Isprelulilrl.if irldewhilepeenisiohee41ledlasses-A"ba,I.bebeal.Gl. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-009-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD F-3'MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES e 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 SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6. O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUST 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 T1 In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL 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.0 OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' OrJ 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. n....ry.t+.taI r11tstBFw1r>allnlquoIwimm1 Sia(urrlmammtrknerg4prw,m.1.darn.run,kglk..gt1t,as I"Iv.ra.!!t.,..tamwrt.,_amew.atow.aIor! 41rem (AI,HN.4IYMIM N.iI l„ 1M. 11IQ ryrw{4, 1M"12;—lA- i..r.p,sf.1/bFthsw/wpwlwgnyrWlq 1. M 4f.pAbt4l Ggl 4,mt. Y Dlwt,,.4I PW. lb bur oleo s. lIdso.A. wlq Anthony Tanbo lll, P.E. W.0oft lmuhnt.ly.411I'-&*OWN.' a. I..."k.&g60083 I'mmotwobstos". lt.1m;Ito Mxmspip"fe. vsk YlgltaPa,rlM aMrw }CNebfYllh M i111(1.Itostir.!m tirl.m.[IIIWasImm.11CMCm.IW,0m1.1, hvp., hm k* bpm w llnl tLlnm.411 4451 St. Lmie Blvd. rt.r.,u 3MryltselFsJp.nglr ralnAnl Aln, hsq brn nl£IMMy Mupr.Imtsrm htw./,l Mi.q 11 alCl b+,noMkll,. in1 Fort Pleoce, FL 34946 apnrpaD7lIIAdladbesus 4detlLltab Ill, l.f, FeFfei badllislaa.tcL'u ettua,hpnhEud.olmofitricrapurissnikm#-I tool bnsts-Inds%1,lea41111. _ _ _ ___ JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 , A-1 ROOF TRUSSES 4451 ST. LUCIF RLVD FOI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. 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 ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. w1q-n.nnwqe-m•uuolnrsstsT.11r/a,tutmillatolala+singd(Val)lwo.;tcrhr- Ind, eeurlmft,rrrarmwbI'm 6,pI—qjN'MA,Inmir,esliitu:•,rwn e..urn„c>~.n,o.mregr d,.1, e.]ls•,stiw.w miunw,lur,lir,hurtgs.hl.irr.Tly..;dl.d.InIGGr,r.un•a,.N.,d4s bp.1. 0. T a! b,in Is, iwT—pr, wq awlew, ittl Antho T. W.dG11.1h. gUk"nMrttI WAdwo.m r. w1.8.Vd.tlYY411"hcj. silos lbU(,arcerkrwtgryermt dm.dreamd. n.s,dmt„etyl.c u.p,.au.r ywwr,r,pmrtd "1 . 08 111, P.E Ml[ kgm•Itmwm r u,uim 1wImewdFlhill.nhsdN"wwaserlr.a.,l;syr..mnf,m.esui.l,d.wdr,P,.d1.re msa+nan,ulr mndedlossN n.u.nu:pE.P.dIr.::r Ak.,nu w...r+d.ntirtraNrtRn...rE „n, . ,l f Ln,Cnyl,Aeon,]1MlUgDw*n.r.,tl,r.t.rtlr vdrt oor dr ir.,.rn.i nu 445: St. Lucie Blvd. ppilt10101AA•I1e011rnsn-AnYull.Ierbrill. 1. I. lelredeuieeoE,Ssharem,immmt•m.isn0FYii'll iA nl6r.,elreerrs7„h.is.,.i.I1.dL.,,...1e6-11,..h.Ill ill Fat 4elce, FL 34946 FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06 GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X0.131'=10d w 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE. FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/( VALLEY TRUSS TYPICAL) uC 1 MR- /1 NO SHEATHING) N.T.S. P r 12 SEE DETAIL "A' BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1 60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO LISP MAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS er.IhwwNsfl;ir.••r'Ll17yIU;G11iF11111p1fntRIH{(Or71 MIRiJYrim aaawmir4.1rtiistPerri•iwinwhlnttn>.+.yp71;wl4l+wl1lnlr7lltermtiaw nrYmAe.hrutlwrIb, VA.— m i"W'w 0. ink M.rN Anthony T. fontbo III, P.E. W. des irasr aw ftllkNnwuM dro..w,ro+w;wr dgawrtrlq•wrw,.rrwvddr et.ra re. snit" alr wrn 1. L ao•d ON trd o, Wru dig IMn tktwq b/wl-,p.w Wk w al wwq adk. ony.Wdnd 1 8QQ$3 r art ra,n r Iev. ism m u wr tllrr rre r rd*- do rdrl tm.+lta Iarr1L14 Wad q In adIut n rdww o r lwrd Fdra_ T4I E`ru r rraWin ry ws dr Im is*r, Yns hc>, iww r L u.dea}m. wiu renmlr4 rlwrwlrpd wa?gh Alwyn ad•rl 41wu 1N}!ywnnl r•MOgAn,wlnrStcsw lrVwwdn llgai:dtunwrnlAwlwlKl Lucie Blvd. Fatort Pierce, FL 34946 kfph. b o 7111114 14ll fr.tfn • Alhldl 1.Ilah I& N. Lelydloin ll his fineem, i, ory fMy n pdil'drl :1m he mm feoisiwa tw A 14d bncs • ArtMe1 I.11dN 01 f.L JULY 17, 2017 1 F VPILL_L, 1 JL F L!L 1 YIIL HIGH WIND VELOCITY) I STDTL07 10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98. ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNC_.. ,.r 1 r . , . 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 6/12 PITCH NON -BEVELED BOTTOM CHORD]H I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) eee I•r.era.Irµrur.os*11 Iy111ISSIsrRts1141!aI RIMS t(Otw'i111S(lSjBY jll!Ir(t![ICI:IXIr111'r. f.11 hup prrnks prdwleMlrnslng, bnglik;drlm.rl Lir ,ll :Lbl.l il"eldxs nl 1.'m m.•u megw.l lq,rdl Wlri s•n1 Fr- Jdl 1•n•Ibr In W I.•dd Isliml buptq un(l•, spue.(gwi;e•s•denlL4 i•rrwttfwnrp.r,arrrr,l,.11.grrN or l.ul+r,rdr e. u..1nn ,a.a. r,J.tr, rnlra tarur n„gn.:.l.(.rry,.,, u1+Wu, Andmny T. Tombo III. 131. A -doe Ims 1.a!tolignn mw_* d4 owl.ol emii.m.cn gm.blt iq kupr,.Yss.mdol RC.r RC OW Ilm dq okdUl, hltlnnidth lMdFlN.vd4lms aWuoks .t srgt .I.me.i. hslfl MrlYepilld MIdeg1tupapbmm. uldswoolkRoam p.t.lsdrdi.rsdaww"lgsrnsde;r..M M16gpmkln rnw SKI nruhwAb,prw psoi.s. PIISA.se111tpszAdl[d Wn.l lmlh tr•n teu MImfI1.N.0 *Is r800S3 I. rIm l3relyl(Ialn nf g.. nmtll dl.Ns s.rhrl NI — Imp I . '.Or es brseq b.pr,. Ims%V,. bp.m d of"'; O'gaY:slem.'"k_.l.RH 4451 SL Lucie Blvd. Fort Pierce, FR 34946 fr«:. Y lI f1IA111u1r....... I.d.wi lr.l.11l et 1•uJ.n:u Jr./.....i....6..:.,.111:rJ.d.urL...i.......:..:ui.. l.11u11..r.., Ir1...I I..1. Or OF J FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. DIAGONAL BRACING ** L - BRACING REFER v REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TD 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) IDd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 1Dd NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DD NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL ATBRACES T1/3 POINTS MAXIMUM STUD LENGTH 2X4SP931STUD 1 17O.C. 3-8-10 5-&Il 6-&ll 11-1.13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-0-12 6-0-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-8.6 3-11-3 5.4-12 B-1-2 2X4 SP 92 12' O.C. 3.10.15 5.6-11 6.6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6-6.11 10-8-0 2X4 SP #2 24' O.C. 1 3-14 3-11.3 6-2.9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REOUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REOUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 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 i• NAILS 0. L— TRUSSES B 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. DETA FEBRUARY 17, 2017 I T WITH 2XIBRACEEONL.Y IL I STDTL09 Q gOTES: I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN( IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T( ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 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 c I FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT NA TACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) B WITH (3) - 10d SCAB WITH (3) - IOd ILS (0131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL BWITH LS) ( 0-1313) X3 NIUSE 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) - IOd NAILS ( 0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0216' DIAJ 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 I LATERAL TOE -NAIL DETAIL STDTL11 U A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 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 c o J 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 0Z0J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 0° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 Ln 162 72 58 39 37 25 J 2 C) 128 54 42 28 27 19 F- Z Z OJ 131 55 43 29 28 19 W 148 62 48 34 31 21J J N Q M Z 120 51 39 27 26 17 0 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE 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 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3 IZ A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1 .5 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. j April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTLI4 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 nn„r.p;m•nM'.IIC]IIEY4jVld1}Qg14 nu5. ICW.4 t14 .'. (•f1'il'I II,.C.II/WIq'r. InYY.M..rb,r,r,.Y,. r,Irn, w.*Y....!IC)rrYb..I i,R1! I,I.,IYn rr, n. r..., nn.n..•.r.rra .y elr,.wr,Y.,,Mw.r Yir IleY4.r2,.fn"17— 0"*Z.q l+r••1 Y W.RIM,qw.,.u/r,rr1. No hWdr.0 Y.. Yam' ..WWI, W. AI. Anthony T. Ton,bo ill. D.E. r.., rr,innti.IWlnsny.dinrr0.r,.YOn,d.a,ur,....rIM,, Fv n..r..YtrYnl.Rrr4rwY.r.r In1 IY .NIr 17.r.;IW.wArlr.n YdY„riq V.. .ti1rrY.rlWYr npWYr •B008J rrW l,v.,.rcr. AN-I.r.r IN rrpdtn r p.1.n rr w+."t.a SNNq rb.r.jltfGrrrrn It W1..In..M/r•r I—, Inlr.n4451 St. LUUe Blvd. b• '..hr 1....l n..vYrrry,(r.iMMT•n M A4n,4y1,..n191rYY.l lny..,..hn,5lblyn.nr.iwY, ., Yla, ..nldr.in 1. fort vlercc, FL 34946 I)'ilbO7011A• 1IWIu....• A.4utI.I.0.ILLRl, Irpd.nindilu AM.nlil.unr Ll..npdi:.lel•iMgMe.unn pmhw.hoAlLdlwuo •AoM1u1I, LsJ.III, 1.1. FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 IDAMAGEDORMISSINGCHORDSPLICEPLATES 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' D.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.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 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. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM 82 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd 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 409 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 30' Il' TKdT/FwftiFA:5 NMAiIVAWy!i+, 2L.4 LbyQVj\ i%i Vf'.1FB iLa'.: OYTS_ASV Ii y 8E ey> G I r' I I I 1 o N r viAv •NAv ._ V vAWtvA i s 1 S a 4 KIN d 9 § aii U C'# ri ` ao a# CIO - I 21. 4. e. B. 5F-- 3 5/8" r = - 11011 3 HATCH LEGEND 8'- 8" A.F.F. I& -1 7/8" A.F.F. d NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. aaa.. V 21' 7' 1 PSI 5r— rra D IIJ yl.11y+'1"k'dby Anthony T. Tombo III ON -US. -FI-cU. 1t•% AGE I -ton race-Whok w Tw aoin R 1 /1f! ROOIti+S 3 0'. FAS + y Atg•1 Ft1 HIP UNE 130. NAL VI`+ IVALl1Y UNE 17 . wrun+` 5ER.AL A: I...:....,...v w NUIh ALL IKUJJ IU WALLANU1UK IKUbb IU LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE 2- v BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO Z a. r SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. = = a = c ? ? THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING n DRAWINGS FOR GRAVITY AND UPLIFT LOADS. Aa = FOR BRACING 8 ERECTION DETAILS REFER - - a e g TO BGSI-03 AND/OR ENGINEER OF RECORD i y = 3 6 a c: REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING s e S OA JUS24 G IHD46 = - G JUS26 0 MSH422 0 - t L! z' THD26 MUS26 o Jt = G THD28 C THD262 C -- aLj: G T11028.2 (_"i - E s 31 Ffe e HANGER BY BUILDER s e' LOADING ROOF FLOOR WIND LOAD S ; j 3 a LIVE LOAD 20 40 ASCE 7-10 o c- Loae = q u DEAD LOAD 10 SO ISO MPH EAP C F LIVE LOAD 10' 0 CATEGORY II _ n 00mu DEAD LOAD SO 5 ENCLOSED TOTAL LOAD 40 55 1 FBC•2017 DURATION FACTOR 1-25 LOO TPI - 2014 = r _ REFVF DATE BY REMARKS is + 01 I2J09/201 REVISED STAIR OPENING/CLOSET ABOVE -_ it STAIRSITSTAIRS _ s 02 /27/2017 ECC REVISED FOR 2X6 BOTTOM RIBBION. 03111/13/2017 Jl RELOCATEFLII AT STAIR OPENING _ e.E =e 3) W 12/07/201 JT CODE UPDATE It is understood that above = ' - conditions have been reviewed APPROVED are acceptable for the APPROVED AS NOTED _ _ - afabricationa1trusses. g 9 _ .. . elevabons,pdchos. overhangs, - s e ` fascas,cellinq REVISE AND RESUBM,rt - _ _ _ : i_ elevations/pitches, bearing _ e o e = - COridIt10r1$ 8 all detail pertammg REJECTED to this truss placement plan, No _ back charges will be accepted ' _ without previous r ri*,tLn DATE e _ g i _ approval from an A-1 Roof 11 Trusses representative REVIEWED BY : _ s _ PLAN DATE ARCH: -/-/— STRUCT: -/'/-- " s CUSTOMER RYAN HOMES JOB NAME LARGOrI'A' OQWGEVP'T g • . 5 w - OPRON(5) 9'-4-no a==_d COMMNTY LOT M = e e a = E BLDG BLDG- TYPE N v s Joao - MASTER WRCLGIA9 DRAWN SCALE DATE 12/09/2016 - n NTS - - = A-1 ROOF--___ TRU55E5 = _ a A FLORIDA CORPORATION Ph 772409.10101 Fax 772-409-1015 ?;' - e hftpJly .alMss.com e 3= y= s 4 CITY OF SANFORD f f ; BUILDING & FIRE PREVENTION D' PERMIT APPLICATION Application No: < < .24>3 Documented Construction Value: S 3 &2 378D )1 N L.vAiCtt. Historic District: Yes Job Address. No Parcel ID: Residenti I Commercial Type of Work: Newo Ad ition Alteration Repair Demo Change of Use Move Description of Work: , u I Plan Review Contact Person: Title: Phone: Fax: Email: j Property Owner Information Name 1. I 1 I L on e, ' Phone: Hb - 1AL Q ,,a[) Street: Q Ine n, I , Resident of property? : (7 City, State Zip: Contractor Information Name!(aVmgr\C Phone: H'(D!- Street: OIC S Fax: 1-1-07 _ U->!rl . c ( r) City, State Zip: , r Qr 9 State License No.:'0 Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/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 OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised; June 30. 2015 Permit Application 60 NO . NOT ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 Owncr/Agent Pant Owncr/Agent's Namc Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date r Print Co tractor/Agent's Name r-LdD, Signature of Notary -State of Florida Date o tjkY PU, PALIELA S TERNUS Commission # GG 110622 Expires August 1, 2021 fOP FaM(104 WY 060061 Notary teryiGa Contractor/ Agent is Pcrsonally 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003301 Date 10/29/18 Property Address . . . . . . 3780 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0900 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . _) Property Zoning . . . . . . . PUD C Permit . . . . . . ELECTRICAL PERMIT Additional desc I O Phone Access Code 1084862 Permit pin number 1084862 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003301 Date 10/29/18 Application pin number . . . 715919 Property Address . . . . . . 3780 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0900 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 291096 Application desc need noc Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2682.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084862 Permit pin number 1084862 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 issue Date . . . . 10/29/18 Valuation . . 3869 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1101.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. DESCRIPTION AS FURNISHED: Lot 90, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 30 PALM HAMMOCK ALLOTMENT PB 1, PGS. 104-105 N 00019'09" W 40.00' I I I 38.80 41.80, 41.80, 1 I LOT 90 5.00' i 5.00' 30.0' W w o O O O LOT 89 LOT 91 c O CO FORMSOARD FOUNDATION TOP OF FORMS = 31.00' 8.7' 5.00' b p i 5.00' 5.00' 21.3' 30.53' 25.20' 25.20' 10' UTIL. ESMT. N 00019'09" W (B.B.) 40.00' CRA XLE/Y DO TAN LOOP 50' PRIVATE R/W) PROPOSED FINSHEO SPOT GRADE ELEVATIONS FRONT = 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' J= PROPOSED DRAINAGE FLOW 065IMPERVIOUS COVERAGE = 1,877t SQUARE FEET OR 40.8X SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 4,600t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 31.0' LIVING AREA CONTAINS 1,353t SQUARE FEET SIDE = 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 524t SQUARE FEET SIDE STREET = 25' CRUSETNMETYETR-SCOTT & ASSOC., INC. - LAND SURVEYORS LSD LEGEND 5400 E. COLONIAL. DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • MT DAL. . POW O1 LDY NOlti9 F • FIELDTYP. • TOPICAL IP. • OW rOD R.0 • PCOR LCURVATUEREVECOMPOUND 1. THE DOES CERTOY THAT 1HIS SURVEY MEETS THE SpNDAIMMTI OF PRACTICE SET BY THE FLORI2.027. POINT fT CW'WI4> CURVATUREIRONR® OF TO OR04 TASURVEI'DAS AND MAPPERS w CNNAPTER SJ-17 FLORIDAiOMADMDDSIRA7IVE CODE P10TSWHT ro SELTpN 472.027, FTDRld1 STATUES ESSONALUNDV?SIGNEVSU S AND C • CONCRETE IL • RADIAL 2. UNLESS EMSOWED WIN SURVEYORS SONTURE AND OWOAL RAISED SE44 005 SURVEY WP OR COPIES ARE NOT VALID. SE 43NT NA AIUAL In : BU 479i SSvrr10 TaTHISSURVEYWASPREPAREDFROMTITLEDIFOWTIWNFURMSHEDTOTHESIANETOR. THERE WT BE OTHER RESIR=ONS AMk2CAMLLDPaR . raw Or Bc NNIG CALL CALCULATED PDG . POINT OF CaM(PCEKENT PAX • PE _4E NT R6ERENCE 1@R!>RJIT OR EASEMENTS THAT AFFECT TNS PROPERTY: 4. NO UNUEAOROUND IMPRO4V NTS NAVE BEENLOCATED UNLESS OTHERWISE SHOWN. CENTpbDE FF. . FINISHED FLOM ELEVATION S, THO SURVEY IS PREPARED FOR THE SOLE BENEFTT OF TNOSE CER® TD'TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N& D . NAIL A DISK BSA -BUILDING SETBACK LONE BENCHMARK ROVFYENIS HEREON SHOULD NOT BE USED TO RECONSTRUCT SOLARY LINES. 0. 00JOYS M SHOWN FOR THE LOCATION OF D ONO ILIV CENT.IX VAVLIL WE SEARING 7. BEAIG..'^. ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (DAB.) DRAM - DRAINAGE LL ELEVATIONS IF SHOWN, ARE BUSED ON NATIONAL. GEODETIC Lipnm DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL • UTILITY CL. FC • C AIN LINK FENCE O. CERI0D0 FCATE OFAUTHORIZATIONNa4. VOUD FENCE C/ jLCONCRETEBLOCKSGJLLE1-- 1' - 20 DRAWN EM •• P.C. - POINT OF CURVATURE P.T. POINT OF TANGENCY E) CERTIFlED BY: COTE ORDER No_.-,---- DESC. • DESCRIPTION R . PADUA PLOT PLAN 06-13-2018 3853-18 c DEL TLA 07M FORMSOARD FOUNDATION/ELEVS. 10-25-2018 7230-18 RD J CAL . COW NEARING NORTH E THIS SUILDMC/ PROPERTY DOES NOT UE WITHIN NP THE ESTABLISHED100YEARFLOODPLANEASPERSCO . R.LS if4801 ZONE 7P MAP / 121170DO90F (09-28-07) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D . Application No: tip Documented Construction Value: Job Address: " / D .1;(DWV - 'Hi ts •i•1c District: Yes NoK Parcel ID: Residential Commercial L.1 Type of Work: New. Addition Alteration Repair Demo Change of Use D Move Description of Work:lft!> eo-rm.rdzi- -,p d-dAc I'1„ . L Plan Review Contact Person: \.ARd Phone: Fax: Title: Email: hgae- ',la_l t" (0, Property Owner Information Name 6-K. Phone: Street: Resident of property? City, State Zip:()c jn'jjlI.' a .~ Y {," I. . e - 3•' r conbFidor Information Name "- G_ lf'F ... Phone: Street: C—)3 11 e0drs. C10-141 U 7 Fax: q0-7- City, State Zip: State License No.: Ct'zJ3; Cic" 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application of garI 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,-ut twork will be done in compliance with all applicable laws regulating, construction and zo tt. 1 11-3 Signature of Owner/Agent Date Si re of Contractor/Agent tc Print Owner/Agent's Name P . 1 Contractor/A rit's Name Signature.ofNotary-State of Florida Date Signature of No ry-Staten Florida Dat CHERYL D AKERS MY COMMISSION M FF998962 EXPIRES June 05, 2020 N07) ga-01S rWidallouryScrke.cum Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 j State Certification CAC032448DEL -AIR HEATING • AIR CONDITIONING Ryan Homes Phone: 407-692-9828 4307 Vineland Road, Suite H-20 Revised Date: 03/30/17Orlando, FL 32811 JOB NAME: Standard Series - Revised We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Adjacent R-13 - Frame Wood, Exterior Windows - Low E Double Pane U-Value .54 - SHGC .31; U-Value .62 - SHGC .25 Water Heater - 50 Gallon Electric, Eff: 0.95 Duct Leakage Test Required RYAN HOMES - STANDARD SERIES PLAN TONNAGE SEER FANS TOTAL 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 BISCAYNE TH (ISLAND PALM TOWNHOMES) 3.5 / 1.5 2.5 15.0 / 15.0 15.0 4 4 8,425.00 4,867.00 BONITA SPRINGS VERSION 2 3.5 15.0 3 4,.196.00 BONITA SPRINGS VERSION 2 OPT BONUS 3.5 15.0 3 6,527.00 BONITA SPRINGS VERSION 2 OPT S1TTING 3.5 15.0 3 4,262.00 CORAL SPRINGS 3.0 15.0 3 4,545.00 CYPRESS GARDEN 4.0 15.0 4 5,542.00 DORAL 3.0 15.0 4 4,826.00 DORAL OPT BDRM 4 3.0 15.0 4 5,021.00 ESTERO BAY 2.0 / 2.5 15.0/15.0 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 IS7,629.00 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0/15.0 4 1$7,518.00 JASMINE COVE VERSION 1 JASMINE COVE VERSION I OPT LUXURY OWNER'S SUITE 2.5 3.0 15.0 15.0 2 1$4,368.00 3 4,604.00 JASMINE COVE VERSION 1 OPT SITTING RM 3.0 15.0 3 S4,509.00 LARGO 3.0 15.0 4 5,530.00 LAUDERDALE 3.5 15.0 3 4,878.00 Customer Initials 11% V t. I It l \lIx rnlorrl. l'I ?TFI I, 30•11133 l 001. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS-SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003301 Date 11/13/18 Property Address . . . . . . 3780 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0900 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1087022 Permit pin number 1087022 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / P 1.1,3.1 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003301 Date 11/13/18 Application pin number . . . 715919 Property Address . . . . . . 3780 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.SVC-0000-0900 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 291096 Application desc need noc Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2682.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1087022 Permit pin number 1087022 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 11/13/18 Valuation . . 5530 Expiration Date . . 5/12/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1101.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 3 7L80 historic District: Yes NoParcelID• Residentiaommercial Type of Work: New Addition Alteration Repair Demo El Change of Use Move Description of Wor Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info a ani-orlando.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 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N ICE: In addition to (he requirements of this permit, there may be additional restrictions applicable to this propertyfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental enhheg such aswatermanagementdistricts, state agencies, or federal agencies, Acceptance of permit is verification that I will notify the owner of the ropperry of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofinordertocalculateaplanreviewchargeandwillbeconsideredtheestimated t construction submittal. A copyvalue of the job at the timof the executed e ofrsubtto TheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepemritisissuedinaccordancewithlocalordinance, Should calculated charges figured off the executed contract ct at t the actual permit i issued, value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signatu.. of Ownor/Ageat lute Print Ovmer/Agent's Name SignnturcofNotary_ StateofFlorida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Sigeature ofCantrnctor/Agent, / hV t A. Thomas Smith Print Comtoetor/Ag nt,s Name l* Snr.tary-stat e oCFlan' l 4AereAtth L Warradw_Smith Date NOTARY PUBLIC STATE OF FLORIDA CnmrA GG13M9 Expires 8212021 Contractor/ Agent is X PersonaIly Known to Me or ProducedIDTypeofIDBELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical PIurrlbing Gas[] Roof ConstructionType: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load; of Stories:_ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COM TENTS: Revised: June 30, 2015 WASTE WATER BUILDING: Permit Appltoation UNIVERSAL ES Prerect 0 0110.17 0732.0000 ENGINEERING SCIENCES Report Date: 11/1/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: Ryan Homes UES Technician: Adrian Garcia 4307 Vineland Road Suite H-16 Orlando, FL 32811 x&-te Tested: 11 /01 /2018 ra ') aProject: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 90 (3780 Crawlev Down Loop) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture Field Dry Density per Field Moisture 1%I Soil Compaction Native Depth inch) Pass or Fail 1 West Footing 0-1 ft 105.4 12.2 103.5 8.7 98 N/A Pas: 2 South Footing 1-2 It 105.4 12.2 107.1 10.3 102 N/A Pas: 3 North Footing 1-2 ft 105.4 12.2 104.3 9.5 99 N/A Pas: 4 Northwest Corner of Pad (TOF) 1-2 ft 105.4 12.2 102.9 10.9 98 N/A Pas: 5 Southeast Comer of Pad (TOF) 2-3 ft 105.4 12.2 106.5 11.2 101 N/A Pas: Remarks: TOF=Top of Fill T .,n{o/./:nh o ..., d..ol .....L,,.Ii,,., L. 11..:..nm V .d:.,.Jo ## n O..hl:n end n..roeh. o11 ..,..n.+r o r..Am:f{n.a - ......6dn..{:ol ..........h. of n..r 15 lightyears, Inc 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, 151ightyears 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 rfiith 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 15L QC initials V41W BulltSmart `•4 Built to live better. P E G IRA Inspection Report IECC - 2009/2012/2015 BuiltSmart Sampl;& inal BuiltSmart 2 Inspections Pre -Drywall Inspection P, e-inspection 20091ECC* 2012IECC* U 20151ECC* Date: '// *Code Compliance only minim to Infiltration and Dun Leakage Testing Model: Divi`sion:4a—L Community: Lot# Address: % (`cal n J oC7 n LC"a City: Orientation: State: Zip code: Electrical Meter # Gas Meter # Foundation: lab Crawl Space* Basement** Above Conditioned Space If Crawl Space: Enclosed Vented Conditioned . **If Basement: 50 percent below grade List all deficient items, general notes, and recommendations (attach additional notes if necessary) R SR (R-Required; SR -Strongly Recommended) Additional deficient items are listed on page 2 1. Duct Leakage @ 25 Pascal*: Total (cfm2s) Unconditioned (cfm25) Cond. Area (ft2) Total Leakage (%) Leakage to Unconditioned (%) System 1) ( cfmss 4L;, cfmss] _ r ft2 = %Total o5 % to Unconditioned System 2) [ cfm25 cim251 _ ft2 = % Total % to Unconditioned System 3) ( cfm25 cfmssl _ ft2 = %Total %to Unconditioned r 2. Infiltration CFM50*: I- 9S' * 60 / (5? J h 7d = 41.36 (Final) Cu. Volume ACH50 ASHRAE 62-2-2010 Calculation *(equation 7.5cfm ) / person + (Icfm /100 s.f conditioned space) Quantity ofbedroonu +I = # ofpeople 7.5 Number of slLg z}l a loonditiioned s.f. of Lot: Total ventilation needed. = u ion Testing procedures compliant with 2015 IBC R402.4.1.2 Envelope and R403.3.3 Duct Leakage and 20151ECC R402.4.1.2 Envelope and R403.3.3 Duct Leakage. See local code official and code book for specific parameters.) Inspection Result: ASS FAIL N/A (Re -inspection Required if Fail is Checked) Duct Blaster Result: _.JE7PASS FAIL N/A (Re -inspection Required if Fail is Checked) Infiltration (Final Inspection): PASS FAIL N/A (Re -inspection Required if Fail is Checked) HERS Provider: PEG HERS Co. Name: 15 Lightyears HERS Rater Signature: t#er•Company Name: Ryan Homes Rater of Record) Date: Field Rater/ Inspector: PEG LLC 3975 Fair Ridge Drive, Fairfax, VA 22033 703-934-2777 Rev: 5.29.18 O d I FORUM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: genSK Lot: Address: 7gQ Dc>w ei La City: S (78 Statef L Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding he selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): = ACX 60 _ % O = .3 Method for calculating building volume: M( 50) Building Volume ACH(50) O Retrieved from architectural plans ASS ( Mechanical Ventilation is not required) O Code software calculated PASS ( with Mechanical Ventilation) ield measured and calculated TAIL R402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489. 105(3)(f), (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. 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. 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: - ate of Test: 6 fIQ - /l `7 Printed Name of Tester: License/ Certification #: Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: 1 Lot: 26 Address: U it: City: - State: _ _ Zip: Duct Leakage Test Results System 1 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 () [:]NO (s ) Performance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the i 916 _ ,D,Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Co1c) or R406-2017 (Energy Co1c) or R406-2017 ASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. r. Signature of Tester: Date of Test: /rT Printed Name of Tester: License/Certification #: d C Issuing Authority: RESNET L.L 1= W z t/Y W Certificate of Achievement THIS ACKNOWLEDGES THAT Kyle Higgins HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR RFI # BHEDTG Certification Date: November 11, 2018 Certification Expires: November 11, 2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) lae Jet Stream° Ultra Blowing Wool Insulation Attic and Cavity Wall Card Batts and Blankets When installed in accordance with the manufacturer's recommendations, Knauf Insulation batts and blankets will provide the full R-value. R-Value* Minimum Thickness To obtain an insulation resistance R-Value) of: Installed insulation should not be leas Than: R49 13.75" R-38HD 10.25" R-38 12.00' R-30HD 8.25' R-30 10.00" R-26 9.00" R-22 6.50" R-21HD 5.50" R-19 6.25'"" R-15HD 3.50' R-13 3.50" R-11 3.50' R-8 2.50' riS a 5 5' cavity Conforms to ASTM C 665 and Federal cation HH-I.521F. Framing Adjustment To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. R-Value Joist Dimensions Bags/MSF 16" U.C. Framing Bags/MSF 24" U.C. Framing 2x4 29.2 29.4 R-60 2x6 28.9 29.1 2x8 28.6 28.9 2x4 23.0 23.2 R-49 2x6 22.7 22.9 2x8 22.4 22.7 2x4 20.6 R-44' 2x6 20.3 2x8 19. 20.1 R-38 2x4 17.3 17.4 2x6 17.0 17.2 2x8 16.7 17.0 R-30 2x4 13.2 13.3 2x6 12.9 13.1 2x8 12.6 12.9 R-26 2x4 11.3 11.4 2x6 110 11.2 2x8 10.8 11.0 2x4 9.3 9.5 R-22 2x6 9.1 9.3 2x8 8.8 9.1 R-19 2x4 7.9 8.1 2x6 7.7 7.9 2x8 7.4 7.7 R-13 2x4 5.3 5.4 2x6 5.0 5.2 2x8 4.8 5.0 2x4 4.3 4.4 R-1 1 2x6 4.1 4.3 2x8 3.8 4.1 Ut En.lr.wm.nr GREENGUARD Gdd" UL E hu,luven GREEN UARD C uduw.., Ul EwummN GREFrJGUARD Gold ad n Ui Enar.,m.e ,,Wd d % a, fomWdhyd. h.. Ut Err.4wnrrr.rrr GREENGUARD C.rtiflcwlian Mwpwm'- h.dnUr on c.nJ,.d a Ul E,M mm.m GREENGUARD -&rdc ha k r d-ld cod=-ud-"h d.dgpdW g. Fw raw. inbrmoem, Ndi ul ram/gg 3 7,R) EAU a o ifl f me, h lave enem Equipment Required v It is recommended that a pneumatic blowing machine and a corrugated hose with a minimum 1/7 internal corrugation, a minimum length of 150'. Coils in the hose should not be less than 36' in diameter. Acceptable material feed rate is 5-35 lbs/minute. Recommended feed rate is 15-25 lbs/minute. Thermal Performance (Sidewall and Attic Application) The stated thermal resistance (R-value) is provided by installing in accordance with the manufacturer's instructions. Failure to install the required number of bags per 1,000 square feet and exceeding the maximum square feet of coverage per bag as recommended by the label will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recommended by the manufacturer. Cavity Wall Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R-Value* Bags per 1000 SF Maximum Net Minimum To obtain an The number of bags Coverage per Bag Weight per SF Cavity insulation per 1,000 square feet Contents of this The weight per square feet Framing Depth resistance of: Density of net area should not be less than: bag should not cover more than: of installed insulation should not be less than: 2'x 4" 3.50" R-15 1.8 lbs./cu. ft. 16.4 bags 61.0 sq. ft. 0.525 lbs. 2"x 6" 5.50" R-23 1.8 lbs./cu. ft. 25.8 bags 38.8 sq. ft. 0.825 lbs. 2"x 8' 7.25' R-31 1.8 lbs./cu. ft. 34.0 bags 29.4 sq. ft. 1.088 lbs. 2'x 10' 9.25' 1.8 lbs./cu. ft. 43.4 bags 23.1 sq. ft. 1.388 lbs. R means resistance to heat flow. The higWR•value, the greater the insulating power. To get the marked R-value, it is essential that this insulaual be installed property. Open Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. R-Value* To obtain an insulation resistance (R-Value) of: Bags/ 1,000 SF The number of bags/ 1,000 SF of net area should not be less than: Maximum Coverage Contents of this bag should not cover more than: Minimum Weight The weight/SF of installed insulation should not be less than Initial Installed Thickness Installed insulation should not be less than: Minimum Settled Thickness** Contents of this bag should not cover more than: R-60 29.7 33.6 SF 952 lbs. 19.750' 19.750' R49 23.5 42.5 SF 753 lbs. 16.375' 16.375' R-44 20.9 47.8 SF 670 lbs. 14.875' 14.875" R-38 17.8 56.2 SF 569 lbs. 13.000' 13.000' R-30 13.6 73.3 SF 437 lbs. 10.375' 10.375" R-26 11.8 85.0 SF 377 lbs. 9.125" 9.125" R-22 98 102.2 SF 313 lbs. 7.750' 7.750' R-19 8.4 119.3 SF 268 lbs. 6.750' 6.750" R-13 5.7 175.3 SF 183 lbs. 4.750' 4.750" R-11 4.7 210.8 SF 152 lbs. 4.000- 4.000' Bag Net weigtu--Nmilal 32 bs, Knh- 310n Courage NW i sUdstion oats was deirrmi ell usng a 1Ae II *wii g madras D lad gea with 13' ga opemlg. 2 0 psi ar Mssure ed 15a of r ntcnallycvnpuM hose. The product ombnm 10 UN perb m roquienenb of ASTM C 764, Type 1, and omcmed Federsl Spedraaaon FW11030B, Type 1, Clas B Rwabn m de wrkM in somrda wM C 6e7 and C S1e. R' nMana resstanc* ro heal lbw Th* hVw th* R-va ua. tle Fctr the nadamq powr. To gel it* marked R- Aw. ft D e Iial 11M 06 inu ten to bYded prop ty u you do E youmdf, get Indn* Dom and fallow Own u find, Instrudou do not taro wdh on package 8ned on Third PNy 2-year seONp study, ft prodded a tob t over a 201sar pmW waAd bs 1 pacsnt or len Thn amount of « tang Is 0ermdy hslpNlfunt Therebre, uN nstsOed and settled didciessa an.eedlvey de core. Vdu#Ugc'll is a regaterd Dadwwk of Unisrd. Builder's Insulation Statement Jet Stream Ultra has been installed in conformance with the included recommendations to provide a thermal resistance of ... R-Value Thickness Attic Area R- at Inches Sloped Ceilings R- at Inches Walls R- at Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed Blo lation has been in 110)n conformance with the above recorq i s to provide an R-value of R- using lj bags of this insulation to cover square feet of area a minimum thickness of 1 inches. i Insulation Contractor (signature) Company Date Home Builder (signature) Company Date The coverage Information on this Attic/Sidewall card applies to the entire United States (Including Minnesota). www.knaufinsulation.us I Knauf Insulation, Inc. One Knauf Drive, Shelbyville, IN 46176 Tel: (800) 825-4434 ext. 8300 FAX: (317) 398-3675 2015 Knauf Insulation, Inc.