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3739 Hanworth Lp 18-1762; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000401 BUILDING PERMIT NUMBER: 18-10000401 f /'I-) (a I-, 5 I 9a)L) - 19 UNIT ADDRESS: HANWORTH LOOP 3739 17-20-31-5VC-0000-0290 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: lY 111"' 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: 3739 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE DATE: April 30, 2018 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 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO- W?DE ORD Housing 9,000.00 1.000 dwl unit 91000.00 PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAkY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENT PREPARED BY: M dojName: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT I IIIIII IIIII NI11111I1 II111 II 1111 1 Nil GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9166 P9 1562 (1P9s) CLERK'S T 2018077238 RECORDED 07/05/2018 12:09:41 PM RECORDING FEES $10.00 RECORDED BY tsmith Permit Number: 18-1762 Parcel ID Number: 17-20-31-5VC-0000-0290 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 # 29 of Kensington Reserve 3739 Hanworth 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 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 S. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SI ture of Ovmer or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) Dayna Mitchell Assistant Secretary Print Name and Provide Signatorys Trtle=ice) state of Florida County of Orange The foregoing instrument was acknowledged before me this day of 20 18 by Dayna Mitchell Who is personally kn n to me [C OR Name of person making statement who has produced Identification 0 type of Identification produced: TRACY LEIGH MCDONALD MY COMMISSION # FF925012 7o;M1 EXPIRES October 06. 2019 I401) 398.0' 53 FlordallotaryServrce con, CoRtFIEOCOSc1 c t Notary Signature CANS CON1? oON I,EC oEPO.N C ER SE 0 6 pace REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTULTROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:-1 1 -.2-1 t 2 Project Name: Kensington Reserve Building Permit #:_1 3 - F I (-.11 _?— Project Address: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/t10/15) 1 Robert Lattanzi - Ryan Homes Print Nam en. Co tra F - Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on / / 1 ' D ' 11 \i.4 I.iO CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 a- 1 —1 (P Documented Construction Value: $ 3 % a 9 -7 9 ,01, Job Address: 3739 Hanworth Loop Historic District: Yes Nog Parcel ID: 17-20-31-5VC-0000-0290 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Name NVR INC, dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Tracy McDonald Print Owner/Agent's Name 4/1 Date 4/10/2018 Signature of Notary -State of Florida Date FSV PUei MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 f ' IEOF Flip Bonded Thru Budget Notary Services Owner/Agent is X Personally Known to Me or Produced ID Type of ID 4/10/2018 Date nald Print Contractor/Agent's Name 4/10/2018 Signature of Notary -State of Florida Date o YPUe n MEAGAN LYNNE FOWLER r MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 OF FI°P Bonded Thru Budget Notary Services Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2 Electrical R Mechanical Rr Plumbing[3 Gas Roof Construction Type: V Qj Occupancy Use: 2. Flood Zone: XIS r'L'r Alt-TA,crtED Total Sq Ft of Bldg: Min. Occupancy Load: 1 4( # of Stories: 7— New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes No Ef # of Heads APPROVALS: ZONING: Li S UTILITIES: COMMENTS: ENGINEERING:Al L 4-26 "l5 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 33 g % C ero aay - cam. Plumbing - # of Fixtures zI:r2> Fire Alarm Permit: Yes No2 WASTE WATER: BUILDING: SF r—• Z,S'9 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: \ a_ 1-1 (P Documented Construction Value: $ 106.956 Job Address: 3739 Hanworth Loop Historic District: Yes No 0 Parcel ED: 17-20-31-5VC-0000-0290 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. s Tracy McDonald Print Owner/Agent's Name 4/10/2018 Date 4/10/2018 Signature of Notary -State of Florida Date c05Y PUee,, MEAGAN LYNNE FOWLER t * Ml COMMISSION R GG =253 0q, PIRES: January 17, 2021 EOFFL6;; Bonded Thru Budget Notary Services Owner/Agent is x_ Personally Known to Me or Produced ID ' Type of ID 4/10/2018 Date Trey-AADonald Print Contractor/Agent's Name 4/10/2018 Signature of Notary -State of Florida Date o 1.0 vte,, MEAGAN LYNNE FOWLER o f MY COMMISSION 9 GG 063253 EXPIRES: January 17. 2021 oF F.°a Bonded Thru Budget Notary services Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No 5r WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3739 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0290 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 FE-1 The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1762 Reviewed by: Michael Cash, CFM Date: April 26, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & qL diiRihtf W NViLORM% 1877anscapng ng-o ay www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407 688 5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feel of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other e jurisdiction's right-of- way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know ~sbelom size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youaiy 1. Project Location/Address 2. Proposed Activity: 3. Schedule of Work: 4. Brief Description of Work This application is Property Owner: Signature: Address: 4307 Vin Phone: ( 407 692 3739 Hanworth Loop, Sanford, FL 32773 X Driveway M Walkway Start Date Completion Date Construction of New Single Family Home by: H-20 Orlando, FL 32811 Fax: Other: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvdnc.com Date: 04/ 10/2018 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 installationfimprove menl fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's right-of-way I have Signature: erstand the above statement and by signing this application I agree to its terms. Date- 04/10/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: ' Z o Zv g Engineering Date: Site Inspected by: SpecialPermitConditions - Date: November 2015 ROW Use Driveway pdf 4/10/2018 SCPA Parcel View: 17-20-31-5VC-0000-0290 1 wRRvl AomppnEEon. cFA PAPPRAISER 6Co,rf rpp ry F1.0i7 11 Property Record Card Parcel: 17-20-31-5VC-0000-0290 Property Address: 3739 HANWORTH LOOP SANFORD, FL 32773 N N r 0 29 0 115 if Seminole County GIS Legal Description LOT 29 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,000 0 67,000 Schools I $67,000 0 67,000 City Sanford I $67,000 0 67,000 SJWM(Saint Johns Water Management) 67,000 0 67,000 County Bonds I $67,000 0 67,000 Sales Description Date Book Page Amount Qualified VaGlmp No Sales Find Compuable Sales Land Method Frontage Depth Units I Units Price Land Value LOT I 0.00 I 0.00 I 1 I $67,000.00 I $67,000 Building Infonmation Permits Permit ii Description I Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParceiDetailinfo.aspx?PID=l720315VC00000290 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 313ct R d.r1 Lj--3G r" l k t tlo"n Street Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC1257 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this L'C> day of , 200 1 )by Robert Lattanzi who is ®•erson I knouun me or who has produced as identification and who did (did not) take an oath. Notary Seal) o" Ski PUB ^ MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 Nam ° EXPIRES: January V. 2021 1 Bonded Thru Budget Notary Ser Os OFFlipRev. 08.12) Signature Ih El, G A-N Fo w t* R Print or type name Notary Public - State of _ Commission No. My Commission Expires: I SQ.FT. CALC.'S IST. FLR LMNG 1091 SQ FT. 2rD. FLR LN Ws 16W SQ FT. TOTAL LIVMG 21W SQ FT. 2-CAR 1 TANDIS1 CsARAC%E 635 SQ FT, ENTRr 91 SQ FT. LANAI Imo $Q FT. TOTAL 3612 SO. FT. EXTERIOR MASONRY NOTE, PRIOR TO DRYWALL WALL BR3. HE IGHT5 INSTALLATION ALL FRAMING MEMBERS 2'-0' FROM THE RNIS14 FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE W- 4' BRu. TREATED SPRAY LO® FHST FLR MCOW CALCO COUPOI@R AND CLAMM VWC LOADS aMC W!D E7?OA/E FOR 4 VECCID GLRTI Gll• volmWTA i am OMN ow 1 12 OA 5 24D/ -302 2 21 nano DR 4 213/ -30ID 3 IS 26-SH 4 2S3/ -30b 4 19 26-SH 5 283/-312 5 38 1 (2) 26-Su 4 21D/ -2W 6 34 2)25-SW 5 213/-351 1 34 2) 25-SH 4 26 V -2SA D 49 6000 5C.D. 5 1 26N -333 WIND DESIGN CRITERIA A. BA'AC WND SPEED MPQ H l3SECCOAST)) ALT.B0 / VA3D.116 MFM B. S( TE]?1AL PRESSURE CCEMCE NT.. 13 G RISK. CATFLORY.TYPE II EXPOSURE CATEGORY C NOTE. VALUES FOR COeg CNENTS (dADDPYa F'IESSIDE ATE BASED ON THE volt DE5*N C00 SPEED. FBCR 6T11 ED. (20TT) ALLaUb THESE F'MSSUYIES TO BE MULTIPLIED BY 08 TO MEET THE ALLlU LAB E OR NOMWAL TESTED VALUES USED BY PRODUCT MANPACTURO 3 1/)' C MAX TUOr C FL I!llxxx444ofutoD e PRIMP16' c QCABINET SECTION IW-6. f 0 b' a• o m F ARCH DETAIL 03 ARCH DETAIL ARCH DETAIL OInDPOR I Ol ( 2)25- W5-SH I ( 2)28-SH I -Fla. I c R/ T O j21 I LANAIs I Im -0'xl0 to I a 9 I 9'-4' C.LCt II 2 to INET crow I FAMMY RM. I II I 16''- 0' e'-4- 4* OCzI J Y I MTOUJMOULDING It42' u1r, HlR.AI)Oi0 r AII10'-6' 1'-d• 5'-0'4'-0 1-CAR IQTCHEN G G6 F GCp) 4x4 P05T S'-10' x19'-4• LBW O 4-SW.. 0 J'-4' CLCa x4 POST LBUL cr vR/fII1Il'-10' M L nm Inc STUD in IIIJJJ" v" Y 1 V eol I DINING IIVING ROOM Ef SIB 41 sCOND 1 47 9'-4' CLb. 9 1\ 5'- S' Y-10' 5'-6' 6' I B' 12'-6' x a i II 2- CAR GARAGE in IIc POUR I I SOLID 9 W- 4' CLC. MT. 26- Su 26-SNO Lu LINE DP2fiASV. 7'-4' s ENTRY A— I Y s I I 9 -4 Ci4 I m L Ab J HC. m 0 e 161- 01x1'- 0' 0A Y FIRST FLOOR PLAN ELEVATION F GrGou7e ia i x. xaxun xrxw mow. LOPH 4000. 4,6078 fA[ WT- TTaAOTt M r 0003325 BIIIIIIIIII E B THDW. & KENSINGTON RESERVE LOT 29) MODIMC ESTERO BAY VERSION#02) 2997000 PAOIb FIRST FLOOR PLAN DATM 3/ 30/18 90ALM 1/ 4•=1'—O' alcc= 3 D: 8 SECOM RR YAM" CALCO 0MrONBff AND CLAMM WND LOAD9 BANC WM DFORM FOR 0 8E 07II>f Q"l mouveFOOTAGE mum am w krH 1 15 3ebo-am 4 75f./ -3uAFWA4TOf- LA 15 6143OW56 5 26b/ -316 2 15 3OW-e64 4 256/ -3uEGRESS 3 12 3~-SW TEMPJ 21" -316 4 5 3050-OWSSEGRE 4 2156/ -3u 5 5 3050-OW 4 26b/ -3U EGRESS 6 5 E3o"-66 5HGFE5 26fl -316 1 15 3ow- ow 5 M21 -316 Aia=l-ffOfl IIM6= 1 IAFZWWP4 281&/ -3u WIND DESIGN CRITERIA A. BASIC UND SPEED MP4 (3 SEC40ND GUST) VMT- 50 / VA5P-% MY-W IL NTEP04AL PRESSURE COEFFICENT- J6 a RISK CATEGOIRY-7"TM 11 P. EX-0614RE CATEGORY C NOTE, VALUES FOR COPPONEPITS 4 C4ADDW. FV;F.G&M ARE BASED ON TwE vuit DEmiaN wiho SPEED. Fao;t &n4 ED. (20nI ALLOWSrWE6EPRE66LOW& TO BE MULTIPLIED BY Of, TO ALLOWABLE OR MCKHAL TESTED VALUES USED BY PRODUCTM& AKFACTURER 10'- 4' 864 IR- L%4 3050-Sm 3050-aw ECAW56 EGFES5 I v OWNER' S SUM u 4 N4 P.' 0 TRAY n 4 2 RTX) LL = ij lO V. LAI. ffcTUB el El W.I.C. C* CM 61- 01 clzk Fl— 4 BDRM.# Z AldT HATHJI 4A Ni CLG6 III jo 3'- LAUN, CLG. 4- C r7T BF. IT 3. 4AI-j I An rQ42"WI&4—J PAtLfW. ( 55G.) r-%SAr I AMC I ER- M44 2 8F. 417 4-0 4- 0 5F. EF. 5'- 8, 5'-2' 3*-&' 5,-,. 3'-11 8'-4' 0- Bng 4x4 7n POST BDRM. 03 CLC. BDRM.94 a CLG. 3050- 5H 3056-614 5050-SH Alibr, WOF EGREW Ala= WOP EGRE55 n 3-- l' 14'- 4' 40'- 0* i LKE OF 1ST. R-M BELOW SECOND FLOOR PLAN FIBEFZCiLASb 641M A R C H I T E C T I 6 Design G rMo U71 TO. . 1" I N. ftNALD MEAL KyD. L. omm=w P". 07.77s 3 F 07- 77 3 bdaWpV M I. DC03325 KENSINGTON RESERVE LOT 29) MODIM& ESTERO BAY MVERSIO?1# 02)C PRO 2997600PAS= SECOND FLOOR PLAN DATJQ 3/ 30/18 SCAXJM 1/ 4 . —l'-0" 4 OF 8 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL.'PERiVIIT - Min I' Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final P M'BcPE Inspection Description MinMax10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final z y"cr. err_--•.— _.-,;'s--rr__ 1VIECIiANICALYP•, ERIVI'ITd t' vr-ter-- '.rs. '^ _ `:` v-,.1 .-.r.; .-i•..,•.# f``'" Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot29KensginlonReserverEsteroBayFGLE Builder Name: RYAN HOMES Street: 3739 HANWORTH LOOP Permit Office: SANFORD aUILp City, State, Zip: SANFORD , FL, 32773 Permit Number: _ 8 1 7 C' 6 2 rSADesignOwner. Jurisdiction: 6 501 Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2674.1 sqft.) Insulation NIZq pE 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1320.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 957.44 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 396.67 ft' 4. Number of Bedrooms 5 d. N/A R= ft' 10. Ceiling Types (1723.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1683.00 fl= 6. Conditioned floor area above grade (ft') 2780 b. Knee Wall (Vented) R=38.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(308.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 a. U-Factor. Dbl, U=0.35 260.33 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 23.4 SEER:15.00 b. Central Unit 28.4 SEER:15.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 23.2 HSPF:8.50 SHGC: b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3.182 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2780.0 sqft.) Insulation Area EF: 0.950 a. Floor Over Other Space R=13.0 1133.00 ft' b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 1097.00 ft' None c. other (see details) R= 550.00 ft' 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 71.42 PASSTotalBaselineLoads: 76.68 I hereby certify that the plans and specifications covered by Review of the plans and S'74 this calculation are in compliance with a Florida Energy specifications covered by this 0 1UE Code. calculation indicates compliance with the Florida Energy Code. wrrr''••.-.`.-f'°°'' `"` o` U O PREPARED BY: Before construction is completed err w DATE: 4-6-18 Scott Pratt this building will be inspected for compliance with Section 553.908 r l hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD yyTIE •` OWNER/ AGENT: BUILDING OFFICIAL: c_ DATE: 416190 1 A DATE: ( ZS Ifs 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). 4/ 6/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 G(1RAA PAnF-9n17 PROJECT Title: Lot29KensgintonReserverEst Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 2780 Lot # 29 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3739 HANWORTH LO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1097 10202.1 2 Block2 1683 13464 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1097 10202.1 Yes 6 0 1 Yes Yes Yes 2 2nd Floor 1683 13464 No 1 5 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor — — 100 ft2 13 0.35 0 0.65 2 Floor over Garage 2nd Floor — — 450 W 13 0.35 0 0.65 3SIab-On-Grade Edge Insulatio 1st Floor 103 ft 0 1097 ft2 0.35 0 0.65 4 Floor Over Other Space 2nd Floor — — 1133 ft2 13 0.35 0 0.65 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1841 ft2 412 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC RBS IRCCV # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 1646 ft2 N N 4/6/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 r one MAnc 7n4 7 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 2nd Floor 38 Batt 40 ft2 0.23 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1683 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo wSpace 1 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0 3 N Exterior Frame - Wood 2nd Floor 13 42 0 8 0 336.0 ft2 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 9 4 392.0 ft' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 6 9 4 284.7 ft2 0 0 0.6 0 7 S Exterior Frame - Wood 2nd Floor 13 42 0 8 0 336.0 ft2 0 0.23 0.6 0 8 S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 1 9 4 94.1 ft2 0 0 0.6 0 9 - Garage Frame - Wood 1st Floor 13 42 6 9 4 396.7 ft2 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 6 8 20 ft2 2 Insulated 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 2 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 3 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 16.5 ft2 1 ft 0 in 3 ft 8 in None None 4 E 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 6 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 5 N 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 7 W 5 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 8 W 5 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 9 W 6 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 10 S 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 11 S 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 2 in None Exterior 5 4/6/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 Fr1RKA PAOR-9017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 635 ft' 635 ft' 81 ft 8.7 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA Eq A ACH ACH 50 1 Wholehouse Proposed ACH(50) 000379 2761 151.58 285.06 .3403 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.5 23.2 kBtu/hr 1 HSPF:8.5 28 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 15 23.4 kBtu/hr cfm 0.75 1 SEER: 15 28.4 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Location R-Value Area Return — Air CFM 25 CFM25 Location Area Leakage Type Handier TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 219.2 ft Attic 6 336 ft' 2nd Floor 2nd Floor 54.8 ft' Default Leakage 2nd Floor (Default) (Default) 84 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 4/6/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 Pnann adnr,-7017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ]Jan Heatin[ Jan Feb H Feb Mar X) Mar Apr Appr j Ma May n Jun Jun Jul Jul AugX] Au[ Se SeP Oct Oct Nov X] Nov Dec Dec Ventin [ ]Jan Feb XX]] Mar X] A r j Ma Jun Jul Aug Se X] Oct XX]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/6/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 3739 HANWORTH LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=13.0 1320.00 ft ' 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Exterior R=4.1 957.44 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 396.67 ft' 4. Number of Bedrooms 5 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1683.00 ft' 6. Conditioned floor area (ft') 2780 b. Knee Wall (Vented) R=38.0 40.00 ft' c. N/A R= ft' 7. Windows" Description Area 11. Ducts R ft = a. U-Factor. Dbl, U=0.35 260.33 ft' a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 SHGC: SHGC=0.29 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 b. U-Factor. Dbl, U=0.62 48.00 ft' SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft' a. Central Unit 23.4 SEER:15.00 SHGC: b. Central Unit 28.4 SEERA5.00 d. U-Factor. N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.2 HSPF:8.50 Area Weighted Average Overhang Depth: 3.182 ft. b. Electric Heat Pump 28.0 HSPF:8.50 Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Floor Over Other Space R=13.0 1133.00 ft' a. Electric EF: 0.95 b. Slab -On -Grade Edge Insulation R=0.0 1097.00 ft' b. Conservation features c. other (see details) R= 550.00 ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O Construction through the above energy saving features which will be installed (or exceeded) .y93 1 o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fea res. Builder Signature: Date: 4/6/2018 e Address of New Home: 3739 0 op City/FL Zip: 32773 ' coD WE o 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. 4/6/2018 8:51 AM 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: 3739 HANWORTH LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Uslm2), 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. 4/6/2018 8:52 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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). Heal 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 toad. 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 manufacturers 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 manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41 "C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/6/2018 8:52 AM 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 dose 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 bumer(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 healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUly 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 4/6/2018 8:52 AM 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 manufacturers 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. Manufacturers expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers 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"17 (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/6/2018 8:52 AM 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 (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/6/2018 8:52 AM 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 4/6/2018 8:50:57 AM Page 1 of 1 Manual S Compliance Report Job: LotMensgintonReserv... wrightsoft• p P Date: 8-30-11 ZONE 01 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM Project• • For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.50F Sensible gain: 17078 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.20F Latent gain: 3326 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 20404 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 780 cfm Sensible capacity: 18940 Btuh Latent capacity: 3644 Btuh Total capacity: 22584 Btuh Model: GSZ140241K+ASPT29B14A 111 % of load 110% of load 111% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 42.30F Heat loss: 15417 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A Actual airflow: 780 cfm Output capacity: 23200 Btuh 150% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 780 cfm Output capacity: 4.4 kW 98% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.1°F Capacity balance: 33 OF Economic balance: -99 OF wrightsoft' 2018-Apr-06 08:48:40 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 1 ACCK...ayFGLElLot29KensgintonReserverEstemaayFGLE.rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: LotMensgintonReserv... wrightsoft• p p Date: 8-30-11 ZONE 02 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Project• • For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 20139 Btuh Entering coil DB: 77.5°F Outdoor design WB: 76.2°F Latent gain: 2700 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 22839 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 947 cfm Sensible capacity: 22699 Btuh Latent capacity: 3400 Btuh Total capacity: 26099 Btuh Model: GSZ140301K+ASPT37C14A 113% of load 126% of load 114% of load SHR: 870/6 Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 14869 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Output capacity: 28000 Btuh 188% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 947 cfm Output capacity: 4.2 kW 97% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.2°F Capacity balance: 28 OF Economic balance: -99 OF Wrightsoft• 2018-Apr-06 08:48:40 11_ , , Right -Suite® Universal 2018 18.0.11 RSU23828 Page 2 iCC'+f{...ayFGLE Lot29KensgintonReserverEstemBayFGLE.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Lot29Kensginto nReserv... Wrightsoft- Date: 8-30-11 Entire House By: EJH DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3953 Web: WWW.DEL-AIR.COM mrgoect intormaxio" For: RYAN HOMES 3739 HANWORTH 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 (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain tP BtuhM'-'F IP-'F/BNh BtuhRP Btuh BtuhRP Btu Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board int fnsh, 2"x4" wood frm, 16' o.c. stud 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2' gypsum board int fnsh Partitions 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board ini fnsh, 2"x4" wood frm, 16' o.c. stud Windows 2A- 2om: 2 glazing, cir low-e outr, air gas, and no brk frm mat, clr innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete ( 0.32); 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 It overhang (6.25 ft window ht, 11 It sep.); 6.67 It head ht 2A- 2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete ( 0.32); 1 ft overhang (5.5 ft window ht, 3.67 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4' gap, 1/8" thk; NFRC rated (SHGC=0.29); 6 ft overhang (6.25 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht n 325 0.091 13.0 2.52 819 2.35 765 e 278 0.091 13.0 2.52 699 2.35 653 s 325 0.091 13.0 2.52 819 2.35 765 w 282 0.091 13.0 2.52 711 2.35 663 all 1210 0.091 13.0 2.52 3049 2.35 2845 n 353 0.201 0 5.57 1968 4.37 1545 e 128 0.201 0 5.57 713 4.37 560 s 45 0.201 0 5.57 252 4.37 198 w 220 0.201 0 5.57 1224 4.37 961 all 747 0.201 0 5.57 4158 4.37 3265 379 0.091 13.0 2.52 955 1.45 550 n 15 0.350 0 9.69 145 12.2 183 e 30 0.350 0 9.69 291 44.0 1319 s 15 0.350 0 9.69 145 22.5 337 w 30 0.350 0 9.69 291 44.0 1319 all 90 0.350 0 9.69 873 35.1 3159 n 39 0.350 0 9.69 374 12.2 470 e 17 0.350 0 9.69 160 44.0 726 e 39 0.350 0 9.69 374 19.5 753 s 48 0.620 0 17.2 824 16.9 812 wrightsoft• 2018- Apr-06 08:48:40 Right - Suite® Universal 2018 18.0.11 RSU23828 Page 1 ECA... ayFGLE\Lot29KensgintonReserverEstemBayFOLE.rup Cale - MJ8 Front Door laces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 12 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 65 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.25 ft window ht, 11 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 20 0.390 n 18 0.390 all 38 0.390 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1706 0.026 gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, amb ovr 100 0.068 20P-13t: Fir floor, frm fir, 6' thkns, r-13 cav ins, gar ovr 451 0.068 22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 0.989 all 103 0.989 0 9.69 116 44.0 528 0 9.69 628 34.0 2200 0 10.8 216 12.0 241 0 10.8 192 12.0 214 0 10.8 408 12.0 455 38.0 0.72 1228 1.41 2410 13.0 1.88 188 0.98 98 13.0 1.88 850 0.98 440 0 27.4 2808 0 0 0 27.4 6 0 0 0 27.4 2814 0 0 Fk wrightsofft• 2018-Apr-06 08:48:40 Right-Sulte® Universal 2018 18.0.11 RSU23828 Page 2 ACX>, ... ayFGLElLot29KensgintonReserverEsteroBayFGLE.nip Cale = MJ8 Front Door faces: E Component Constructions Job: Lot29KensginionReserv... wrightsoft• P Date: 8-30-11 ZONE 01 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM IlLiWect inTormation For: RYAN HOMES 3739 HANWORTH 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 (OF) 42 93 Infiltration: Daily range (TF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ff BNhRR'F tP-'F/etuh Bbrh11P Btuh BUMP Ruh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 353 0.201 0 5.57 1968 4.37 1545 board int tnsh a 128 0.201 0 5.57 713 4.37 560 s 45 0.201 0 5.57 252 4.37 198 w 220 0.201 0 5.57 1224 4.37 961 all 747 0.201 0 5.57 4158 4.37 3265 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 379 0.091 13.0 2.52 955 1.45 550 fish, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 39 0.350 0 9.69 374 12.2 470 1/4" gap, 1/8' thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft window ht, 11 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, a 39 0.350 0 9.69 374 19.5 753 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 6 ft overhang (6.25 ft window ht, 0.83 it sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.9 812 1/4' gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.17 it sep.); 6.67 it head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 65 0.350 0 9.69 628 34.0 2200 1/4" gap, 1/8'thk; NFRC rated (SHGC=0.29); 1 It overhang (5.25 ft window ht, 11 ft sep.); 6.67 it head ht Doors 11 DO: Door, wd sc type a 20 0.390 0 10.8 216 12.0 241 n 18 0.390 0 10.8 192 12.0 214 all 38 0.390 0 10.8 408 12.0 455 Ceilings none) Floors 22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 27.4 2808 0 0 wrighti_soft• 2018-Apr-06 08:48:40 rL Right -Suite® Universal 2018 18.0.11 RSU23828 Page 3 ayFGLE\Lot29KensgintonReserverFstemBayFGLE.rup Calc = MJ8 Front Door faces: E w_rightsoft• 2018-Apr-06 08:48:40 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 4 ACCK ...ayFGLE\Lo129KensgintonReserverEsteroBayFGLE.rup Cale = MJ8 Front Door faces: E Component Constructions Job: Lot29KensgintonReserv... wrightsoft' Date: 8-30-11 ZONE 02 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3739 HANWORTH 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: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain fF BWhA?-'F fF-'FlBhih BWh/W Btuh Btuh/IP 9Wh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 325 0.091 13.0 2.52 819 2.35 765 fish, 2"x4" wood frm, 16" o.c. stud a 278 0.091 13.0 2.52 699 2.35 653 s 325 0.091 13.0 2.52 819 2.35 765 w 282 0.091 13.0 2.52 711 2.35 663 all 1210 0.091 13.0 2.52 3049 2.35 2845 Partitions none) Windows 2A-2om: 2 glazing, clr low-e outr, air gas, and no brk frm mat, clr innr, n 15 0.350 0 9.69 145 12.2 183 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new a 30 0.350 0 9.69 291 44.0 1319 concrete (0.32); 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head s 15 0.350 0 9.69 145 22.5 337 ht w 30 0.350 0 9.69 291 44.0 1319 all 90 0.350 0 9.69 873 35.1 3159 2A-2om: 2 glazing, clr low-e outr, air gas, mfl no brk frm mat, clr innr, a 17 0.350 0 9.69 160 44.0 726 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 It overhang (5.5 ft window ht, 3.67 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, and no brk frm mat, clr innr, w 12 0.350 0 9.69 116 44.0 528 1/4' gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1706 0.026 38.0 0.72 1228 1.41 2410 gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, amb ovr 100 0.068 13.0 1.88 188 0.98 98 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 451 0.068 13.0 1.88 850 0.98 440 t * wrighttsoR• 2018-Apr-06 08:48:40 t Right -Suite® Universal 2018 18.0.11 RSU23828 Page 5 Za...ayFGLE\Lot29KensgintonReserverEslemBayFGLE.rup Calc = MJ8 Front Door faces: E 22A-tpl: Bg floor, light dry soil, on grade depth 0.989 0 27.4 wrightsoft• 2018-Apr-06 08:48:40 t Right -Suite® Universal 2018 18.0.11 RSU23828 Page 6 ayFGLE%Lot29KensgintonReserverEsteroBayFGLErup Calc - MJ8 Front Door faces: E Project Summary Job: Lot29KensgintortReserv... wri htsoft' Y Date: 8-30-11 9 Entire House By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM Pro2ect Information For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 04-06-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 22058 Btuh Ducts 8228 Btuh Central vent (0 cfm) 0 Btuh 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 23757 Btuh Ducts 12647 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30286 Btuh Use manufacturer's data y Ratelswing multiplier Equipment sensible load 1.00 36404 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Structure 4047 Btuh Ducts 1978 Btuh Central vent (0 cfm) 0 Btuh Heating Area (ft2 2780 Cooling 2780 Equipment latent load 6026 Btuh Volume (ft3) 24391 Air changes/hour 0.41 24391 0.21 Equipment Total Load (Sen+Lat) 42430 Btuh Equiv. AVF (cfm) 167 85 Req. total capacity at 0.70 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise Actual air flow 0 OF 0 cfm Total cooling Actual air flow 0 0 Btuh cfm Air flow factor 0 cfm/Btuh Air flow factor 0 0 cfm/Btuh in H2OStaticpressure0inH2OStaticpressure Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof. 201 B-Apr-06 08:48:40 C Right -Suite® Universal 2018 18.0.11 RSU23828 Page 1 4C.G\...ayFGLE\Lot29KensgintonReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Pro Summary Job: LotMensgintonReserv... wrightsoft ZONE Y Date: 8-30-11NEBy: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Proaect Information For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 04-06-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 12647 Btuh Ducts 2769 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 15417 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 1097 Coolin 097 10747 10747 0.39 0.20 70 36 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI. Model GSZ140241 K AHRI ref 8242618 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.5 HSPF 23200 Btuh @ 470F 27 0 780 cfm 0.051 cfm/Btuh 0.30 in H2O Input = 4 kW, Output = 15086 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 12301 Btuh Ducts 4778 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Equipment sensible load 17078 Btuh Latent Cooling Equipment Load Sizing Structure 2309 Btuh Ducts 1017 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3326 Btuh Equipment Total Load (Sen+Lat) 20404 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140241K Coil ASPT29B14A AHRI ref 8242618 Efficiency 12.5 EER, 15 SEER Sensible cooling 17550 Btuh Latent cooling 5850 Btuh Total cooling 23400 Btuh Actual air flow 780 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoR' 2018-Apr-06 08:48:40 Right -Suite® Universal 2018 18.0.11 RSU23828 page 2 AC01...ayFGLENLot29KensgintonReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Project Summary Job: LotMensgintonReserv... wrightsoft• ZOE 02 Date: 8-30-11NBEJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Proeect Information For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 04-06-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9411 Btuh Structure 11987 Btuh Ducts 5458 Btuh Ducts 8151 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14869 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20139 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1739 Btuh Ducts 961 Btuh Central vent (0 cfm) 0 Btuh Heating cooling none) 2700 BtuhArea (ft2 1683 1683 Equipment latent load Volume ()ft3) 13644 13644 Air changes/hour 0.43 0.22 Equipment Total Load Sen+Lat) 22839 Btuh Equiv. AVF (cfm) 97 50 Req. total capacity at 0. 5 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140301 K Cond GSZ140301 K AHRI ref 8242621 Coil ASPT37C14A AHRI ref 8242621 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 21300 Btuh Heating output 28000 Btuh @ 470F Latent cooling 7100 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 28 OF Backup: Input = 4 kW, Output = 14357 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti 411- wrigft tsc 201&Apr-06 08:48:40 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 3 ACG...ayFGLENLot29KensgintonReserverEstemBayFGLE.rup Calc = MJ8 Front Door faces: E 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: Lot29KensgintonReserverE.. Date: 8-30-11 By: EJH 1 Room name Entire Hale ZONE 01 2 Exposed wall 268.5 ft 1025 ft 3 Room height 8.5 ft 9.3 ft 4 Room dimensions 5 Room area 2857.0 ftz 1151.5 W Ty construction U-value Or HTM Area 011 Load Area (ftj Load number Btuh/ftz'F) BtutJtt2) or perimeter (11) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vt-1 12C-0sw 0.091 n 252 235 340 325 819 765 0 0 0 0 2A-2om 0.350 n 9.69 1219 15 0 145 183 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 392 353 1968 1545 392 353 1968 1545 2A-2om 0.350 n 9.69 1219 39 0 374 470 39 0 374 470 11 12C-Osw 0.091 a 2.52 235 324 278 699 653 0 0 0 0 2A-2om 0.350 a 9.69 43.98 30 0 291 1319 0 0 0 0 2A-2om 0.350 a 9.69 43.98 17 0 16D 726 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 187 128 713 560 187 128 713 560 2A-2om 0.350 a 9.69 19.53 39 26 374 753 39 26 374 753 11DO 0.390 a 10.80 1203 20 20 216 241 20 20 216 241 Vy 12G-0sw 0.091 s 2-52 235 340 325 819 765 0 0 0 0 G 2A-2om 0.350 s 9.69 2250 15 12 145 337 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 93 45 252 198 93 45 252 198 2A-2omd 0.620 s 17.17 16.92 48 48 624 812 48 48 624 812 Vjl I 12C-0sw 0.091 w 2.52 235 324 282 711 663 0 0 0 0 2A-2om 0.350 w 9.69 43.98 12 0 116 528 0 0 0 0 2A-2om 0.350 w 9.69 43.98 30 0 291 1319 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 285 220 1224 961 285 220 1224 961 2A-2om 0.350 w 9.69 33.98 65 0 628 220D 65 0 628 2200 P 12CDsw 0.091 2.52 1.45 397 379 955 550 397 379 955 550 L-D 11DO 0.390 n 10.80 1203 18 18 192 214 18 18 192 214 C 16B-38ad 0.026 0.72 1.41 1706 1706 1228 2410 0 0 0 0 F 2OP-131 0.068 1.88 0.98 100 10D 188 98 0 0 0 0 F 2OP-131 0.068 1.88 0.98 451 451 850 440 0 0 0 0 F 22A-ipl 0.989 27.40 0.00 1152 103 21308 0 1152 103 2808 0 F 22A-Ipl 0.989 27.40 0.00 3 0 6 0 0 0 0 0 6 c) AED excursion 0 531 Envelopeloss/gain 16999 18710 10529 9035 12 a) Irdiltration 5059 1637 2119 686 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 7 1610 6 1380 Appliances/other 1 800 1200 Subtotal (lines 6 to 13) 22058 23757 12647 12301 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22058 23757 12647 12301 15 Duct loads 371/6 54% 8228 12647 221/6 399/6 2769 4778 Total room load 30286 36404 15417 17078 Air required (cfm) 1727 1727 780 78D Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Lot. sof'C- 2018-Apr-06 08:48:40 A Right -Suite® Universal 2018 18.0.11 RSU23828 Page 1 ayFGLElLot29KensgintonReserverEstemBayFGLE.rup Calc - MJ8 Front Door faces: E F - wrightsof ' Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot29Kensginto nReserverE... Date: 8-30-11 By: EJH 1 Room name ZONE 02 2 Exposed wall 166.0 ft 3 Room height 8.0 ft 4 Room dimensions 5 Room area 1705.5 ftz Ty Construction U-value Or HTM Area (f12) Load Area Load number Btuhfftz'F) BtuWft2) or perimeter (ft) Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V I 12C-0sw 0.091 n 252 235 340 325 819 765 2A- 2om 0.350 n 9.69 1219 15 0 145 183 yl 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 6 2A-2om 0.350 n 9.69 1219 0 0 0 0 11 Vjf 12C-0sw 0.091 a 252 2.35 324 278 699 653 2A- 2om 0.350 a 9.69 43.98 30 0 291 1319 L_ G 2A- 2om 0.350 a 9.69 43.98 17 0 160 726 13A- 2ocs 0.201 a 5.57 4.37 0 0 0 0 2A- 2om 0.350 a 9.69 19.53 0 0 0 0 11DO 0.390 a 10.80 12.03 0 0 0 0 W 12C-0sw 0.091 s 252 235 340 325 819 765 G 2A-2om 0.350 s 9.69 22.50 15 12 145 337 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 tVjlIG2A-2omd 0.620 s 17.17 16.92 0 0 0 0 Vy 12C-0sw 0.091 w 2.52 235 324 282 711 663 2A- 2om 0.350 w 9.69 43.98 12 0 116 52B LI-_{`; 2A-2om 0.350 w 9.69 43.98 30 0 291 1319 13A- 2ocs 0201. w 5.57 4.37 0 0 0 0 2A- 2om 0.350 w 9.69 33.98 0 0 0 0 P 12C-0sw 0.091 252 1.45 0 0 0 0 L- D 11DO 0.390 n 10.80 1203 0 0 0 0 c 166-38ad 0.026 0.72 1.41 1706 1706 122E 2410 F 20P-13t 0.068 1.8B 0.98 100 100 188 98 F 20P-13t 0.068 1.8B 0.98 451 451 850 440 F 22A-tpi 0.989 27.40 0.00 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 3 0 6 0 6 c) AED excursion 0 Envelope loss/gain 6470 10206 12 a) Infiltration 2941 952 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 1 230 Appliances/ other 600 Subtotal ( limes 6 to 13) 9411 11987 Less extend load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9411 11987 NO loads 1 580/6 68% 5458 8151 f Total room load I 14869 20139 Air required (cfm) 1 1 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-Apr-06 08:48,40 Right - Suite® Universal 2018 18.0.11 RSU2382B Page 2 ayFGLENLot29KensgintonReserverEsteroBayFGLE. nip Cale - MJ8 Front Door faces: E I- wrightsoft Right-JO Worksheet ZONE 01 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: Lot29Kensginto nReserverE... Date: 8-30-11 By: EJH 1 Room name ZONE 01 KIT/DINETTE 2 Exposed wall 1025 ft 33.5 ft 3 Room height 9.3 ft 9.3 ft heal/cool 4 Room dimensions 13.5 x 20.0 ft 5 Room area 1151.5 ftz 270.0 ftz Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load number Btuh/ftz•F) Btuf1/tlq or perimeter (ft) Btuh) or. perimeter (ft) Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 Vy 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.57 4.37 392 353 1968 1545 187 187 1039 816 t1y I-; 2A-2om 0.350 n 9.69 1219 39 0 374 470 0 0 0 0 11 Vjl 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 4.37 187 128 713 560 0 0 0 0 2A- 2om 0.350 a 9.69 19.53 39 26 374 753 0 0 0 0 11D0 0.390 a 10.80 1203 20 20 216 241 0 0 0 0 Vy 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 C' 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 4.37 93 45 252 198 0 0 0 0 t- 6 2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 V612C- Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 285 220 1224 961 126 94 521 409 L_{ G 2A-2om 0.350 w 9.69 33.98 65 0 62B 2200 32 0 314 1100 P 12C-Osw 0.091 2.52 1.45 397 379 955 550 0 0 0 0 L__ D 11D0 0.390 n 10.80 1203 18 18 192 214 0 0 0 0 C 16B-Mad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 1152 103 2808 0 270 34 918 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 531 407 Envelope loss/gain 10529 9035 2792 2733 12 a) Irdiltration 2119 686 692 224 b) Room ventilation 0 0 0 0 13 Iruemal gains: Occupants @ 230 6 1380 0 0 Apphances/ olher 1200 1200 Subtotal pines 6 to 13) 1 12647 12301 3485 4157 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redist14 Subtotal126471230103485415715 Duct loads 229/6 39% V69 4778 22% 39%61 763 1615 Total room bad 15417 17078 1 Q48 1SM Air required (cfm) I I 780 780 215 264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghlsof t- 2018-Apr-06 08:48:40 A - - • ^-- Right - Suite® Universal 2018 18.0.11 RSU23828 Page 3 ayFGLE\ Lot29KensgintonReserverEstemBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoft- Right-JO Worksheet ZONE 01 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: Lot29KensgintonReserverE... Date: 8-30-11 By: EJH 1 Room name FAMILY LIV/DIN/FOY 2 Exposed wall 27.0 It 420 ft 3 Room heigtlt 9 3 ft 9.3 ft 4 Rom dimensions 1.0 x 409.8 ft 1.0 x 441.5 ft 5 Room area 409.8 ft' 441.5 ftz Ty Construction U-value Or HTM Area (111 Load Area (ftq toad number BtutVH2_.F) Btuhrflq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1N 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 205 167 929 729 1_ G 2A-2om 0.350 n 9.69 1219 0 0 0 0 39 0 374 470 11 Val 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 4.37 0 0 0 0 187 128 713 560 2A- 2on 0.350 a 9.69 19.53 0 0 0 0 39 26 374 753 11D0 0.390 e_ 10.80 1203 0 0 0 0 20 20 216 241 Vy 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 t--{ 2A-2am 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 s 5.57 4.37 93 45 252 198 0 0 0 0 I- i 2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 V612C- 0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 Vy 13A-2os 0.201 w 5.57 4.37 159 126 703 552 0 0 0 0 L- G 2A-2om 0.350 w 9.69 33.98 32 0 314 1100 0 0 0 0 P 12C-0sw 0.091 2.52 1.45 140 140 353 2M 154 136 343 198 L- D 11D0 0.390 n 10.80 12-03 0 0 0 0 18 18 192 214 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-131 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpf 0.9m Z7.40 0.00 410 27 740 0 442 42 1151 0 F 22A-tpf 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 227 99 Envelope loss/gain 3186 3092 4291 3065 12 a) Infiltration 558 181 868 281 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 0 0 Subtotal pines 6 to 13) 1 3744 4423 5159 3576 Less external load 0 0 0 0 Less transfer 1 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 37" 4423 5159 3576 15 Duct loads 22'/ 39% 820 1718 229/6 399/6 1130 1389 Total room load 4564 6141 6289 4965 Air required (cfm) 1 1 231 280 318 227 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w; La oft- 2018 Apr 06 08:48:40 1. Right - Suite® Universal 2018 18.0.11 RSU23828 Page 4 ayFGLE Lot29KensginlonReserverFsteroBayFGLE.rup Calc = M.18 Front Door faces: E wrightsofr Right-M Worksheet ZONE 01 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: Lot29Kensginton ReserverE.. Date: 8-30-11 By: EfH 1 Room name POWDER 2 3 Exposed wall Room height 0 ft 9. 3 it heal/cool 4 5 Room dimensions Room area 5. 5 x 5.5 ft 30. 3 ft' Ty Construction number U- value BtuWfti" F) Or HTM BtuNftg Area ( ftl or perimeter (it) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 VII G 12C- 0sw 2A- 20m 13A- 2ocs 0. 091 0. 350 0. 201 n n n 0. 00 0. 00 5. 57 0. 00 0. 00 4 337 0 0 0 0 0 0 0 0 0 0 0 0 Vjl11 6 T 12C- Osw 2A- 2om 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 11DO 0. 350 0. 091 0. 350 0. 350 0201. 0. 350 0. 390 n a a a a a a 9. 69 0. 00 0. 00 0. 00 5. 57 9. 69 10. 80 1219 0. 00 0. 00 0. 00 4. 37 19. 53 1203 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G Vy VLG yl L-_( G^ 12C- Osw 2A- tom 13A- 2ocs 2A- 9omd 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 12C- 0sw 11 DO 16B- 38ad 20P- 131 0. 091 0. 350 0. 201 0. 620 0. 091 0. 350 0. 350 0. 201 0350 0. 091 0. 390 0. 026 0. 068 s s s s w w w w w n 0. 00 0. 00 5. 57 17. 17 0. 00 0. 00 0. 00 5. 57 9. 69 252 10. 80 0. 00 0. 00 0. 00 0. 00 4. 37 16. 92 0. 00 0. 00 0. 00 4. 37 33. 98 1. 45 1203 0. 00 0. 00 0 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 259 0 0 0 0 0 0 0 0 0 0 0 0 149 0 0 0 Vfl I-( P I- D C F F F F 20P- 131 22A- tpl 22A- tpl 0. 068 0. 989 0. 989 0. 00 27. 40 0. 00 0. 00 0. 00 0. 00 0 30 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 4 Envelope loss/gain 259 145 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Irtemal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 259 145 Less external load 0 0 14 Less transfer Redistnboion Subtotal 0 0 259 0 0 145 15 Duct loads o 39% Total room load Air required (cfm) 1 315 1 16 201 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrLo sort- 2018- Apr-0608:48:40 Right - Suite® Universal 2018 18.0.11 RSU23828 Page 5 ayFGLElLot29KensgintonReserverFsteroBayFGLE. rup Cale - MJ8 Front Door faces: E wrightsoft' Right-JO Worksheet ZONE 02 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax: 407-333-3953 Web: WWW.DEL-AIR.COM Job: Lot29Kensginton ReserverE.. Date: 8-30-11 By: E1H 1 Room name ZONE 02 MBATH 2 Exposed wall 166.0 ft 19.0 ft 3 Room height 8.0 ft 8.0 ft heal/cool 4 Room dimensions 1.0 x 130.0 If 5 Room area 1705.5 ft2 130.0 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ftx) Load number BtuWft2°F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heal Cod Gross N/P/S Heat cool 6 W 12C-0sw0.091 n 2.52 235 340 325 819 765 88 88 222 207 G 2A-2om 0.350 n 9.69 1219 15 0 145 183 0 0 0 0 Vjl 13A-2ocs 0201. n 0.00 0.00 0 0 0 0 0 0 0 0 IL; 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Vjl 12C-Osw 0.091 a 252 235 324 278 699 653 0 0 0 0 2A- 2om 0.350 a 9.69 43.98 30 0 291 1319 0 0 0 0 2A- 2om 0.350 a 9.69 43.98 17 0 160 726 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2.52 235 340 325 819 765 0 0 0 0 G 2A-2om 0.350 s 9.69 2250 15 12 145 337 0 0 0 0 V 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 Y- G2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 w 2.52 235 324 282 711 663 64 52 131 122 2A- tom 0.350 w 9.69 43.98 12 0 116 52B 12 0 116 52B L)-{^ 2A-2om 0.350 w 9.69 43.98 30 0 291 1319 0 0 0 0 yl 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 IL; 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C•05w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 LD 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 1706 1706 1228 2410 130 130 94 184 F 2OP-131 0.068 1.88 0.98 100 100 188 9B 0 0 0 0 F 2OP-131 0.068 1.88 0.98 451 451 850 440 0 0 0 0 F 22A-tpi 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 3 0 6 0 0 0 0 0 6 c) AED excursion 1 01 1 95 Envelope loss/gain 6470 10206 563 1135 12 a) Irdinralion 2941 952 337 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 600 0 Subtotal ( rules 6 to 13) 9411 11987 899 1244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9411 119B7 899 1244 15 Duct loads 58% 68% 5458 8151 58% 1 68%1 522 846 Total room bad 14859 20139 1421 2090 Air required (cfm) 947 947 91 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V P.11esof r 2018- Apr-06 08:48:40 Right - Suite® Universal 2018 18.0.11 RSU23828 Page 6 ayFGLE\ Lot29KensginionReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoft• Right-M Worksheet ZONE 02 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: Lot29Kensginto nReserverE... Date: 8-30-11 By: EJH 1 Room name W/C BDRM2 2 Exposed wail 6.0 It 15.5 it 3 Room height 8.0 ft heal/cool 8.0 ft heal/cool 4 Room dimensions 6.0 x 4.0 ft 1.0 x 191.5 It 5 Room area 24.0 ftz 191.5 ftz Ty Construction U-value Or HTM Area (ff Load Area (fix) Load number BtuWttz'F) BtuWft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 W 12C-Osw 0.091 n 252 2-35 0 0 0 0 124 109 275 256 t--( 2A-2om 0.350 n 9.69 1219 0 0 0 0 15 0 145 183 yl 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 I__- G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 V+l 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 r 2A- 2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 Lam_ 2A-2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 12C- Osw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 tVy L- G 2A-2om 0.350 s 9.69 2250 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2on-d 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 V612C- Osw 0.091 w 252 2.35 48 48 121 113 0 0 0 0 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 V r 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 L. G 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P I- D 12C- Osw 0.091 0.00 0.00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 11 DO 1613- 38ad 0. 390 0. 026 n 0.00 0. 72 1.41 24 24 17 34 192 192 138 271 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 39 Envelope loss/gain 138 138 558 671 12 a) Irdiltration 106 34 275 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 245 172 833 760 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 245 172 833 760 15 Duct loads 58% 68% 142 117 589/6 1 689/6 4831 517 Total room bad 386 290 1316 1277 Air required (cfm) 25 14 84 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Apr-06 08:48:40 Right - Suite® Universal 2018 18.0.11 RSU23828 Page 7 ayFGLElLot29KensgintonReserverFsteroBayFGLE. rup Calc - MJ8 Front Door laces: E wrightsofC Right-M Worksheet ZONE 02 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: L.ot29KensgintonReserverE_.. Date: 8-30-11 By: EJH 1 Room name LAUNDRY BDRM3 2 Exposed 0 ft 29.5 ft 3 Room heightght 8.0 ft heal/cod 8.0 ft heat/cool 4 Room dimensions 8.5 x 6.0 ft 1.0 x 191.5 ft 5 Room area 51.0 ft2 191.5 ftz Ty Construction U-value Or HTM Area (fly Load Area (ftj Load number Btuh/ftZ°F) BtulVttg or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat I Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12G-0sw 0.091 n 252 2-35 0 0 0 0 124 124 313 292 G 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 Y_G2A-tom 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 2.52 2.35 0 0 0 0 112 97 245 228 2A-2om 0.350 a 9.69 43.98 0 0 0 0 15 0 145 660 2A-2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a O.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 WL_G 12C-0sw 0.091 s 252 2-35 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 2250 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 12c-0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 Vjt 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 L_{; 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P o 12C-0sw 11 DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 51 51 37 72 192 192 138 271 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 32 53 Envelope loss/gain 37 40 840 1397 12 a) Irdltrafion 0 0 523 169 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Applianc other 600 0 Subtotal pines 6 to 13) 37 640 1363 1566 Less external Iced 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Stblotal 37 640 1363 1565 15 Duct loads 580/6 68°/ 21 435 58% 68% 791 1065 Total room load 58 1075 2154 2632 Air required (cfm) 1 4 511 1 137 124. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsol't- 2018-Apr-06 08:48:40 A Right-SulteO Universal 2018 18.0.11 RSU23828 Page 8 ayFGLE%Lot29KensginionReserverEsteroBayFGLE.rup Calc - M.18 Front Door laces: E F - wrightsoft' Right-M Worksheet ZONE 02 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: Lot29Kensginton ReserverE... Date: 8-30-11 By: EJH 1 Room name BDRM4 BDRM5 2 Exposed wall 13.5 ft 28.0 ft 3 Room height 8.0 ft heal/cool 8.0 ft heal/cool 4 Room dimensions 1.0 x 179.5 ft 14.0 x 14.0 It 5 Room area 179.5 ftz 1960 ft Ty Construction U-value Or HTM Area (ft Load Area (ftj Load number BtulVftz°F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1y 12C-0sw 0.091 n 252 235 4 4 70 9 0 0 0 0 G 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 V} t 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 252 235 100 84 210 196 112 97 245 22B 2A- 2om 0.350 a 9.69 43.98 0 0 0 0 15 0 145 660 2A- 2om 0.350 a 9.69 43.98 17 0 160 726 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2-52 235 4 4 10 9 112 97 245 228 G 2A-2om 0.350 s 9.69 2250 0 0 0 0 15 12 145 337 V 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 Y_ C 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 V612C- 0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 Y_. G 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L-- D 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 c 1613-38ad 0.026 0.72 1.41 180 180 129 254 196 196 141 277 F 20P-131 0.068 1.8B 0.98 0 0 0 0 0 0 0 0 F 20P-131 0.068 1.88 0.98 74 74 138 72 189 189 356 184 F 22A-tpl 0.9B9 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 3 0 6 0 0 0 0 0 6 c) AED excursion 37 100 Envelope losstgain 665 1229 1277 1815 12 a) Infiltration 239 77 496 161 b) Room ventilation 0 0 0 0 13 Inlemal gars: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 904 1307 1773 1975 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4 1307 1773 19M 15 Duct loads W/6 68% 524 889 5W6 1028 1343 Total room load 1428 2195 2801 3319 Air required (cfm) 1 191 103 178 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoit- 2018-Apr-06 08:48.40 A Right - Suite® Universal 2018 18.0.11 RSU23828 Page 9 AC' C..ayFGLElLot29KensgintonReserverFstemBayFGLE.rup Cale = MJ8 Front Door faces: E wrightsoft• Right-M Worksheet ZONE 02 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: Lot29KensgintonReserverE.. Date: 8-30-11 By: EJH 1 Room name BATH1 MBDRM 2 Exposed wall 0 ft 19.5 It 3 Room height 8.0 ft heat/cool 8.0 ft heal/cool 4 Room dimensions 11.0 x 5.5 . It 1.0 x 319.3 ft 5 Room area 60.5 ft' 319.3 ftz Ty construction U-value Or HTM Area (ft j Load Area (ftl Load number Btuh/fiz•F) Btutdfl2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heat Cod I Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2-52 235 0 0 0 0 0 0 0 0 L_G 2A-2am 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 L-.G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 VL212C-0sw 0.091 a 252 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 13A-2ocs 0201. a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 2250 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L--G 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 V612C-0sw 0.091 w 2.52 235 0 0 0 0 156 126 318 296 2A-2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 43.98 0 0 0 0 30 0 291 1319 yl 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 l-G 2A-2orn 0.350 w 0.00 0.00 0 0 0 0 0 0 0. 0 P I- 12C Osw 0.091 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D C 11D0 168-38ad 0.390 0.026 n 0.72 1.41 61 61 44 85 319 319 230 451 F 2OP-131 0.068 1.88 0.98 0 0 0 0 30 30 57 29 F 20P-13t 0.068 1.88 0.98 3 3 5 3 25 25 47 24 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 256 Envelope losstgain 49 84 942 2377 12 a) Infiltration 0 0 345 112 b) Room ventilation 0 0 0 0 13 Irdemal gains: Occupards @ 230 0 0 1 230 Appliances/other O 0 Subtotal (lines 6 to 13) 49 84 1297 2719 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 49 84 1297 2719 15 Duct bads 58% 68% 28 57 58% 68% 746 1849 Total room load 77 141 1 2033 4567 Air required (cfm) 1 5 7 1 1 130 215 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgr tsoit- 2018-Apr-0608:48:40 A Right -Suite® Universal 2018 18.0.11 RSU23828 Page 10 ayFGLENLot29KensgintonReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoft" Right-JO Worksheet ZONE 02 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: Lot29KensgInton ReserverE.. Date: 8-30-11 By: EJH 1 Room name MWIC2 MWIC1 2 Exposed wall 8.5 ft 16.0 ft 3 Room height 8.0 ft teal/cool 8.0 ft heal/cool 4 Room dimensions 7.0 x 8.5 ft 7.0 x 9.0 ft 5 Room area 59.5 ftz 63.0 ftz Ty Construction U-value Or HTM Area (ft9 Load Area (ft9 load number BtutVftz•F) BtutVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 V1r 12C-Osw 0.091 n 2-52 235 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 9.69 12-19 0 0 0 0 0 0 0 0 1y 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 V G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 V l12C- Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 0. 201 a 0.00 0.00 0 0 0 0 0 0 0 0 tl13A- 2ocs 2A- 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 252 235 68 68 171 160 72 72 181 169 L-- G 2A-2om 0.350 s 9.69 22.50 0 0 0 0 0 0 0 0 y 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 l___ r 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 V612C- Osw 0.091 w 2.52 235 0 0 0 0 56 56 141 132 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 t- G 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P L- D 12C- Osw 11DO 0. 091 0. 390 n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-3Bad 0.026 0.72 1.41 60 60 43 84 63 63 45 89 F 2OP-131 0.068 1.88 0.98 7 7 13 7 63 63 119 61 F 2OP-131 0.068 1.88 0.98 53 53 99 51 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 26 Envelope loss/gain 326 285 487 425 12 a) Infiltration 151 49 283 92 b) Room ventilation 0 0 0 0 13 1rtemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 01 0 Subtotal ( lines 6 to 13) 477 334 770 517 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 subtotal 477 334 770 517 15 Duct loads 58% 6". 277 227 589/6 66% 447 352 Total room load 754 561 1217 869 Air required (cfm) 48 26 77 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghtsoft- 2018-Apr-06 08.48:40 Right - Suite® Universal 2018 18.0.11 RSU238M Page 11 ayFGLENLot29KensginionReserverFstemBayFGLE. rup Calc - M.18 Front Door faces: E wrightsoft' Right-JOR Worksheet ZONE 02 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: Lot29Kensginto nReserverE_.. Date: 8-30-11 By: EJH 1 Room name STAIRS BATH2 2 Exposed wall 0 ft 10.5 ft 3 Room height 8.0 ft heal/cool 8.0 ft heaYcooi 4 Room dimensions 1.0 x 187.3 ft 5.0 x 10.5 If 5 Room area 187.3 ftz 525 ft2 Ty Construction U-value Or HTM Area (ftx) Load Area 019 Load number Btut1/ft2-"F) Btutlrfl2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cad Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 252 235 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 l r 13A-2ocs 0201. n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12C-0sw0.091 a 52 235 200 0 0 0 0 0 0 2A-2orn 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 43.98 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12C- 0sw 0.091 s 2.52 235 0 0 0 0 84 84 212 198 Y-C 2A-2om 0.350 s 9.69 2250 0 0 0 0 0 0 0 0 Vjl 13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 6 2A- 2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 yl 12C- 0sw 0.091 w 252 235 0 0 0 0 0 0 0 0 L^^ 2A- 2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 1y 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 I-(; 2A- 2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 P LD 12C- 0sw 11D0 0. 091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613- 38ad 0.026 0.72 1.41 187 187 135 265 53 53 38 74 F 20P- 13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P- 131 0.068 1.88 0.98 56 56 105 55 53 53 99 51 F 22A- tpi 0.989 0.00 0.00 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 18 Envelope loss/ gain 240 3D4 348 305 12 a) Infiltration 0 0 186 60 b) Room ventilation 0 0 0 0 13 Intemal gains: Occtparns @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 240 3D4 534 365 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Strb oral 240 3D4 534 365 15 Duct bads 589/6 68% 139 207 580/6 680/6 310 248 Total room bad 380 510 844 613 Air required ( cfm) 24 24 54 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fI.F wrlgF esoTt- 2018-Apr-06 08:48:40 Right -Suite® Universal 2018 18.0.11 RSU23828 Page 12 ayFGLE\Lot29KensginionReserverEstemBayFGLE. rup Cale - MJ8 Front Door faces: E Duct System SJob: LotMensgintonResem.. wrightsofr yem Summary Date: 8-3G-11 ZONE 01 BY: EJH DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 172 in/100ft 780 cfm Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 172 in/100ft 780 cfm 140 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual IFtg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk FAMILY c 6141 231 280 0.188 9.0 Ox 0 VIFx 32.9 95.0 st2 KIT/ DINETTE c 5771 215 264 0.172 9.0 Ox 0 VIFx 44.8 95.0 st2 UWDIN/ FOY h 3145 159 113 0.175 8.0 Ox 0 VIFx 41.9 95.0 st2 UWDIN/ FOY-A h 3145 159 113 0.172 8.0 Ox 0 VIFx 44.5 95.0 st2 POWDER h 315 16 9 0.192 4.0 Ox 0 VIFx 29.9 95.0 st2 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 780 780 0.172 559 16.0 0 x 0 VinlAx Return Branch Detail Table Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening ( in) Duct Matl Trunk rb6 Ox 0 780 780 0 0 0 0 Ox 0 VIFx wright soR• Right - Suite® Universal 2018 18.0.11 RSU23828 40:; K...ayFGLE1Lot29KensgintonReserverEsteroBayFGLE.rup Calc= MJ8 Front Door faces: E 2018- Apr-06 08.48:42 Page 1 Duct System Sr Job: Lot29KensgintonReserv... wrightsoft em Summary Date: 8-30-11 ZONE 02 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3739 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.285 in/100ft 947 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.285 in/100ft 947 cfm 119 it Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 141 5 7 0.455 4.0 Ox 0 VIFx 4.7 70.0 BATH2 h 844 54 29 0.446 4.0 Ox 0 VIFx 6.3 70.0 BDRM2 h 1316 84 60 0.316 6.0 Ox 0 VIFx 22.6 85.0 SO BDRM3 h 2154 137 124 0.298 7.0 Ox 0 VIFx 29.2 85.0 SO BDRM4 c 2195 91 103 0.304 7.0 Ox0 VIFx 26.8 85.0 SO BDRM5 h 2801 178 156 0.407 8.0 Ox0 VIFx 13.5 70.0 LAUNDRY c 1075 4 51 0.318 4.0 Ox 0 VIFx 21.9 85.0 SO MBATH c 2090 91 98 0.297 6.0 Ox 0 VIFx 29.6 85.0 stl MBDRM c 4567 130 215 0.426 8.0 Ox 0 VIFx 9.9 70.0 MWIC1 h 1217 77 41 0.407 5.0 Ox 0 VIFx 13.6 70.0 MWIC2 h 754 48 26 0.445 4.0 Ox 0 VIFx 6.3 70.0 STAIRS h 380 24 24 0.433 4.0 Ox 0 VIFx 8.5 70.0 W/c h 386 25 14 0.285 4.0 Ox 0 VIFx 34.5 85.0 st1 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 431 449 0.285 420 14.0 0 x 0 VinIFIX wrightsoR• c_,,,, Right -Suite® Universal 2018 18.0.11 RSU23828 C4:;k...ayFGLE\Lot29KensginionReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: 2018-Apr-06 08:48:42 Page 2 Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb7 Ox 0 947 947 0 0 0 0 Ox 0 VIFx f i- wrightsoR- C Right -Suite® Universal 2018 18.0.11 RSU23828 CCK ...ayFGLE\Lol29KensginlonReserverEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E 2018-Apr-06 08:48:42 Page 3 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot29KensgintonReserverEsteroBayFGLE Builder Name: RYAN HOMES Street: 3739 HANWORTH 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 lop 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 spac Bs. 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 sprinkler cover plates and walls or cewlincis, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/6/2018 8:52 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 r v o O 2) 25-SW CUl1FJ r2J75-BN v O 1 t Q DJNEM 1 iLANAI I g I Q n- 9'-4' CLfi I$ I I I I I 1 FAMILY RM. I J O 9' II 4' CLO 1 II 14x8 1 wcd I I II U 280 I I r— g- i J iL I 11 t 4x 265 cd II I 1—CAR 20x18 rag TANDEM GARAGE 1 F mCCT 9'-4 Cl-& 6 z C Jn II N 00 42X42 A/C SLAB 11 II > BY BLDR MIN ` x4 1Mcd i i 14x8 wcd w w (O 2' FROM WALL Q CUL 10 i i Q 18 1'4" 1 1 DINING p II O2- t' w- AMNG ROOM 9'-4' Qr- 3" bath duct in to roof cap FOYER 1 ; 8- w/fan W-4'CL& I I 14x8 1wcd Nutone 696RN6 ( TILE) 1 i 115 II 2—CAR GARAGE II g•_4• CL I I _ 26-5F1 76-9N LM OF 2Im.FLR ABv. --- M Z---- ENTRY I r275aavl 9'-4' CLrs FOUR I Q I ATTIC I Tronser duLEGygjqj ills sit! in compliance ry- IAGt541CFscale 1 8"=1'0" with Florida Residential Buil Code—M1602.4 LJJ 2. 0 TON W/5K 0240V 1PH ----- — nced return air. 1p800plenplatTorm by EXCEPTIONS 1-3 U) bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED LIJ Q Lm'xl'-m' ox 1 INCH UNDERCUT ON DOORS TO HABITAL ROOMS 12 O m 0 z LLJ O i ( n _ LLJ 00 LLJ Rating z O N m w > z 0 z o w J Q F— m ' Q J O af QMust have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. co IZ -i CO 0 0 A&n . 61 4" bath duct 3" bath duct to roof cap to roof cap- w/fan—light w/fan Nutone 763RLNB Nutone 696RNB pppp_{.p.lI we 1Ox6 1wcd 40 mac----- O>AN YS SQITS + r 1 100 10x6 1wcd I I I I 5• l\ 14x8 1119 iJ 6• 8x4 w d 25 1808 rag 10x6 cd 16" fi0 e1-m can I 4" D8x4 lwcd 6• 5 Z&M'L g 2 x6 rages+ W- W 6 a.a. 4 x 8 ra 4" dryer duct Bx 1wcd r—T-1 eP. to roof cap 30 4 4 Iwc 4" x4 1wcd%jl —— — w/dryer vent box 3 bath duct 25 50 r=l 20x6 ro to roof cap w/ fan 8• --- -- 16• row Nutone 696RNB ,. 7' 12x6 1wcd 155 12x6 1wcd 20x6 rag 20x rag 125 14x8 loved 105 BDRK," BDML03 o$ ARC44TOP ARCFROP A RCWCP e6 EGd C scale : 1 /8•=110" 2. 5 TON W/5KW 0240V 1PH 1800 plen platform by bldr Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. vu 3 4 a 'gNFoR gR)7v1EN•( n 1 8' 7 6 C Jol 1 H 3 j,jPvt s*-p Por M dwwdyL-*vl° v tY f¢A-V RECORD COPY DESCRIPTION AS FURNISHED: Lot 29, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 42 LOT 41 LOT 43 1 1 1 I S OOD 19' 09" E 62.50' I I 38.80' 38.80' 1 I I LOT 29 I 10' 30.0' 0 0 - LANAI C W 7.50' 10.0 O h C4 tq O O PROPOSED RESIDENCE O L6ithMODEL: ESTERO BAY LOT 28 0 ELEV.F 2CAR GARAGE LEFT LOT 30 oo oo CO a z 2 4.00' n V o , 19.3' ENTRY cn 15.00' 0 19.3' 7.50' 20.7' m I16' DRIVE W LK 1 25.2 5.20' I 1 10' unL. ESMr. I P.C.-----352.86------ ,y6 5' WALK DRAIN INLET AS aQ Pi 7t0 ryy0 SCALED FROM DRAINAGE PLANS ZONIN , DATE h S 00019' 09" E 62. 50' Ok to construct single family home HANT ORTH LOOP withsetbacksandimperviousareashown on plan. SE- S -/- 1-*• (50' PRIVATE R/W) CS* ro fBy- G-L- BUILDING SETBA25T PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY CKS: AS FURNISHED FRONT PERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR = 20' Zl= PROPOSED DRAINAGE FLOW 'Y 0 IMPERVIOUS COVERAGE = 2,432t SQUARE FEET OR 3J.8% SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A 0 LOT CONTAINS 7,1881 SQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 27.7' QQ e LMNG AREA CONTAINS 1,766t SQUARE FEET SIDE a 10' FOR 75' LOTS CONC LANAI PORCH CONTAINS 666t SQUARE FEET SIDE STREET = 25' CRUSETNMETYETR- SCOTT & ASSOC. , INC. - LAND SURVEYORS LEGEND - LEGEND - P • PLAr rJO1. • POINT ON LINO 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD TY. •TYPICAL NOTES: I. P. • IRON PIPE PR.0 •POINT OF REVERSE CURVATURE T• THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. •IRON ROD C.L •POINT OF COMOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.K CONCRETE MONUMENT RAD. • RADIAL SET IJL 1/2' IR •/ILI 4596 NA. • NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. - RECOVERED V.P. VITNESS POINT A THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. D.B. POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PJ1C. . POINT OF COMMENCEMENT PRM PCRMANEMT REFERCNCE MONUMENT A. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. MAIL LII BF. BUILDING FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD . RAIL L WSK LK • BUILDING SETBACK LAN[ Rry - RIGIT-OF-PAY RJL BCNC/01ARK lL DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS NFRCON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. CASEMENT LL RASE REARING 7. BEARINGS ARE. BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIM DRAINAGE L. ELEVATIONS, P SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1922. UNLESS OTHERWISE NOTED. UTIL • UTILITY CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUMORIZATION Nw 459E. VDFC. VOOD FENCE C/ B CmrRETE BLOCK SCALE 1— I" - 20 ---1 . DRAWN OrP.C. POINT OF CURVATURE P. T. • POINT OF TANGENCY DATE ORDER No. DE • DESCRIPTION CERTIFIED BY: _-. R • RADIUS PLOT PLAN 03-20-2018 1695- 18 L • ARC LENGTH D • DELTA C CHORD C. B. CHORD REARING NORTH r/\ THIS BUILDING/PROPERLY DOES NOT UE WITHIN ---'- .-N I.l fi, THEESTABLISHED100YEARFLOODPLANEASPER 'FIRM' TOM C USENM R, R.L.S.1 4 ZON E 'X" MAP 1 12117CO09OF (09-28-07) JAMES SCOT, L.S 1 4801 di A-1 ROOF ETRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 P H : 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:29 / MODEL:ESTERO BAY 2 / ELEV:F / GAR L JOB#: 71793 co l MASTER#: WRCEB2FM a° ; OPTIONS: MASTER TRAY N 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 WRCEB2FM A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: ESTERO BAY v2 Address: Subdivision: City: County: Orange 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 -82 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. I Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date I 1 IA0097854 A01 G 3/22/18 13 A0097866 CA 3/22/18 25 A0097878 FL02 3/22/18 12 IA0097855 A01GT 3/22/18 14 A0097867 CAF 3/22/18 26 A0097879 FL03G 3/22/18 13 IA0097856 A02 3/22/18 1 15 A0097868 CAP 3/22118 27 AO097880 FL04 3/22/18 14 IA0097857 A02T 3122/18 16 IA0097869 CJ3 3/22/18 28 IA0097881 FL05G 3/22/18 5 IA0097858 A03 3/22/18 17 IA0097870 CJ3F 3/22/18 29 A0097882 FL06 3/22/18 6 A0097859 A03T 3/22/18 18 IA0097871 UP 3/22/18 30 A0097883 FL07G 3/22/18 17 A0097860 A04 3/22/18 19 IA0097872 CJ5 3/22/18 31 A0097884 FL08 3/22118 18 A0097861 A05 3/22/18 20 IA0097873 F01 G 3/22/18 32 A0097885 FL09G 3/22/18 19 A0097862 A06 3/22/18 21 IA0097874 F02 3/22/18 33 A0097886 FL10 3/22/18 110 A0097863 A07 3/22/18 22 A0097875 F03 3/22118 34 A0097887 FL11E 3/22/18 Ill A0097864 A08 3/22/18 23 A0097876 FGlF 3/22/18 35 A0097888 FL12 3/22/18 112 lAO097865 B11E 3/22/18 24 A0097877 FL01E 3/22/18 36 A0097889 I FL13 3/22118 The truss drawing(s) referenced have been prepared by MIIex Industries, Inc. under my aired supervision oaseu vn the Nalamcro.o y.s, 1— may.. Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. It,11111111/// NOTE -.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. , ,`.j ••••••.a eO, The suitability and use of components for any particular building is the responsibility of the ,,,"IA. 6 E N SF'•.• building designer, perANSIITPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the y Nc [3Q06 construction documents (also referred to at times as 'Structural Engineering Documents) • provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof : 4Trussesorspecificlocation]. These TDDs (also referred to at times as 'Structural Digitally signed bon T. • Engineering Documents) are specialty structural component designs and may be rAya{th o ny Tombo. Ill 00 l ylproject's deferred or phased submittals. As a Truss Design Engineer (i.e., Speciat t DN:c=US,st=Florid / 4• a Pierce, o=Whole Hot •• • y Engineer), the seal here and on the TDD represents an acceptance of professional om bo Engineering,cn=Anthof/s1n•• •• •'•GG• , engineering responsibility for the design of the single Truss depicted on the TDD o x T f Tombo,Ill, Building Designer is responsible for and shall coordinate and review the TDDs for _ compatibility with their written engineering requirements. Please review all TDDs all AnthonyfdlrtrlPrnHt, P.E. MN related notes. Date:zo18.o3.2215:11:32 SERIAL #: 04W 3BBCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCEB2FM No. I Seal # Truss Name Date 137 A0097890 FL14 3/22/18 138 A0097891 FL15E 3/22/18 139 A0097892 FL16G 3/22/18 40 A0097893 H01G 3/22/18 I41 IA0097894 HJ5F 3/22/18 142 A0097895 1-1J513 3/22/18 143 A0097896 HJ7 3/22/18 144 A0097897 J5F 3/22/18 145 A0097898 J513 3/22/18 I46 IA0097899 J7 3/22/18 I47 A0097900 RF 3/22/18 148 A0097901 RT 3/22/18 49 A0097902 VO4 3/22/18 150 A0097903 V08 3/22/18 I51 A0097904 VM2 3/22/18 52 A0097905 VM4 3/22/18 153 STDL01 STD. DETAIL 3/22/18 54 STDL02 STD. DETAIL 3/22/18 55 STDL03 STD. DETAIL 3/22/18 56 STDL04 STD. DETAIL 3/22/18 57 STDL05 STD. DETAIL 3/22/18 58 STDL06 STD. DETAIL 3/22/18 59 STDL07 STD. DETAIL 3/22/18 60 STDL08 STD. DETAIL 3/22/18 61 STDL09 STD. DETAIL 3/22/18 62 STDL10 STD. DETAIL 3/22/18 63 STDL11 STD. DETAIL 3/22/18 64 STDL12 STD. DETAIL 3/22/18 65 STDL13 STD. DETAIL 3/22/18 66 STDL14 STD. DETAIL 3/22/18 67 STDL15 STD. DETAIL 3/22/18 68 1 STDL16 STD. DETAIL 3/22/18 Page 2 of 2 dob Truss Truss Type CITY Ply RYAN HOMES r ESTERO BAY v2 A0097854 WRCEB2FM A01G Hip Girder 1 1 Job Reference (optional) Al RT0f Trusses, Fart Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:08:55 2018 Page 1 ID:o9km"3sCj7meCgAkvtD6ygZgF-NTHtyugmpi07pJvzOuDoFltgkNboFamavXAo8NzYPis O 2 3 5 8 6 11 4 , 13-6-2 19 11 4 26 6 32-11-4 36 SO 39-10-8 4p-11r4 o-1 3 5 8 3 S72 6-6-14 6 52 6 52 6--14 3 512 3 SB 1 704 MT20HS= 5.00 F12 2x4 t3 ire till till titiEG Dead Load Dell = 12 in MT20HS= 4x8 r' i 20 41 42 19 431B 41 45 46 17 47 48 49 16so 15 51 8x10 II 4x4 5.10 MT20HS= 4x8 — 4x8 = 4x8 = 500 MT20HS= LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.50 17 961 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 1.00 17 481 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.47 17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 3-&0, Right 2x6 SP No.2 3-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 3324/0-2-12 (min. 0-2-12) 12 = 3333/0-2-12 (min. 0-2-12) Max Horz 2 = 59(LC 32) Max Uplift 2 = 781(LC 4) 12 = 786(LC 5) Max Grav 2 = 3324(LC 1) 12 = 3333(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/58, 3-4=-5809/1359, 4-5=-0391/1469, 5-29=-9329/2123, 29-30=-9331/2123,30-31=-9334/2124, 6-31=-9336/2124,6-32=-10374/2339, 32-33=-10374/2339,33-34=-10374/2339, 7-34=-10374/2339,7-35=-10374/2339, 35-36=-10374/2339,36-37=-10374/2339, 8-37=-10374/2339, 8-38=-9371/2142, 38-39=-9369/2141, 39-40=-9366/2141, 9-40=-9364/2141, 9-10=-6409/1478, 10-11=-5825/1368,11-12=-317/58 BOT CHORD 2-20=-1127/5072, 20-41 =1 260/5899, BOT CHORD 2-20=-1127/5072, 20-41=-1260/5899, 41-42=1260/5899, 19-42=-1260/5899, 19-43=-1260/5899, 18-43=-1260/5899, 18-44=2007/9330, 44-45=-2007/9330, 4546=-2007/9330, 17-46=-2007/9330. 1747=-2027/9365, 4748=-2027/9365, 4849=-2027/9365, 1649=-2027/9365, 16-50=-1 274/5916, 15-50=-1 274/5916, 15-51=-1274/5916, 51-52=1274/5916, 14-52=-1274/5916,12-14=-1145/5086 WEBS 4-20=-169/1057, 5-20=43/262, 5-18=448/3929, 6-18=-1508/540, 6-17=-250/1216, 7-17=-780/374, 8-17=-230/1176,8-16=-1504/548, 9-16=-858/3950, 9-14=451261, 10-14=-171/1060 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=781, 12=786. 4x4 = 8x10 II 114 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 243 lb down and 178 Ib up at 6-11-4, 123 lb down and 84 lb up at 9-0-0, 123 lb down and 84 lb up at 11-0-0, 123 Ib down and 84 lb up at 13-0-0, 123 lb down and 84 lb up at 15-0-0, 128 lb down and 92 lb up at 17-0-0, 128 lb down and 92 lb up at 19-0 , 128 lb down and 92 lb up at 21-0-0, 128 lb down and 92 lb up at 22-10-8, 128 Ib down and 92 lb up at 24-10-8, 128 lb down and 92 lb up at 26-10-8, 123 lb down and 84 Ib up at 28-10-8, and 123 lb down and 84 lb up at 30-10-8, and 243 lb down and 178 lb up at 32-11-4 on top chord, and 341 lb down and 108 lb up at 6-11-4, 87 lb down at 9-", 87 lb down at 11-0-0, 87 lb down at 13-0-0, 87 Ib down at 15-0-0. 90 lb down at 17-0-0 90 lb down at 19-0-0. 90 lb down at 21-", 90 lb down at 22-10-8. 90 lb down at 24-10-8, 90 lb down at 26-10-8, 87 lb down at 28-10-8, and 87 lb down at 30-10-8, and 341 lb down and 108 Ib up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pn Vert: 1-5=-60, 5-9=-60, 9-13=-60, 21-25=-20 Concentrated Loads (lb) Vert: 5=-196(B) 9=-196(B) 20=-341(B) 14=-341(B) 29=-123(B) 30=-123(B) 31=-123(B) 32=-123(B) 33=-128(B) 34=-128(B) 35=-128(B) 36=-128(B) 37=-128(B) 38=-128(B) 39=-123(B) 40=-123(B) 41=-60(B) 42=-00(B) 43=-60(B) 44=-60(B) 45=-67(B) 46=-67(B) 47=-67(B) 48=-67(B) 49=-07(B) 50=-67(B) 51=-60(B) 52=-60(B) r=q eve r n.d•enxrnyis6l'trsttrrurtuarkwxnulml Is'K19;uu[rrlwrds.rwyrcprmn,drams.orlmstr,km4llm,dr a.eLl.eaHworsun.,., r nren.o.wr.mm..y uut mrasmrneadnea usrel.,rapl r.Pr.4oarup uu+.Icr4mm +erramnr,:,rrne.wWrree 4r eu.3 aeurlrotlr.rerulrasp.rry.airgr.mw> aertl Anthony T. Tombo III, P.E. dMAblarlb.Il W nbrnpriN4oeAn.t>t0 itnenriepehWt OnQrr,•trraln4raQCW61dhMF.'IgiWdIM.tM rnd/hlGld!YtInrAMlm,.airgl fi4st 4.9drmrdke WAMtiny Wn4 a80083 ereugiwd( 111rnr.en.mIDhd m pui d pd n d m kde.I Q•1®4Lrp ill. (mr, plhJwii Ad S1111—d W.p rd plc Ptl .I.r Lrnpafsrr dny elL Irns kupwAns rip EQw al lmc Ya M1;s.,W4tt 44515t Lucie Blvd. rtemrldre llerartlQMq.. rg4+l oltvne prat nrh IlrintthsrpFnb161b1lJ•1 ke.p,rrra:rSpaEwme col e! NdvMbdd.mE. Fkxl Pierce, FL 34946 topt"r„02616A- I but busses -Wksgl.b=boITT, rl. teprobaie•ofd'oidmneo6uod1Iwo, is11raYl'aelri0ea fit ..ittnpemissiuh.oA-ItedTrusses -AeAur1.1•obo13,1.1. Job russ Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 AOD97855 WRCEB2FM A01GT Hip Girder 1 r Job Reference (optional) Koor i russes. Fort coerce, FL 34946. designgat truss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 Mi rek Industries, Inc Thu Mar z2 11.08:58 2018 Page 1 ID:zRSREVFepZFZ_OLY7U9j IztnLF-n2zOavie6d PigmdY5OmVtwVKHaalSxoObVOSlizYPtp 0-0-12 40.11 1 1,2 3-10-14 6.11-4 , 9-1-8 , 14 11 1811-14 2311-0 284 32-114 3511-10 39-108 39114 10 0 3-1 D14 3 0 6 2-2-0 4-11-3 411 -0 4 11-24-7-0 3-10 74 12 0. 0-12 1-0-0 Dead Load Deft. = 112 in r [ b 25 4x4 = 20 19 52 53 18 1{4 55 16 4x12 II 3.10 = 2x4 II 7x 10 = 700 MT20HS= 3x4 11 6x8 = 4.6 = 3x4 = 4. 1211 a12 6 11 i 9 1 8 9`914 14 11 18-11-14 233 2a 11 O 28 4 4 32-111 39-10-8 39-71-4 0 Q12 1114 2-2 7-12 4 3 7 4 11 4 4 3 6 0 7- 2 4 5 4 4 7-0 6 11 12 Plate Offsets ( X,Y)- 2:0-8-8,Edge], [5:0-3-8,0-2-12], [8:0-2-12,0-4-8], 11:0-2-0,0-3-4], [14:0-",Edge), [18:0-4-0,0-2-12], [21:0-6-4,0-3-8], [24:0-4-8,0-4-12], [26:0-2-0,0-0-4], 27:0- 3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.47 21-22 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.96 21-22 496 240 MT20HS 187/143 BCLL 0. 0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.28 14 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.57 22 834 240 Weight: 527 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 *Except* T2,T3: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 'Except* B1,B5: 2x4 SP M 30 133: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except' W4,W3, W9,W8: 2x4 SP N0.2 SLIDER Left 2x8 SP No.2 2-0-1, Right 2x8 SP No.2 2-0-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. Except: 10- 0- 0 oc bracing: 24-26, 19-21 REACTIONS. (lb/ size) 2 = 3384/ 0-3-8 (min.0-2-0) 14 = 3355/ 0-3-8 (min.0-2-0) Max Horz 2 = 59( LC 28) Max Uplift 2 = 1131( LC 4) 14 = 1032( LC 5) Max Grav 2 = 3384( LC 1) 14 = 3355( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 250/321, 3-4=-5676/1926, 4-5=- 6270/2141, 5-6=-10237/3556, 6-36=- 10409/3614,36-37=-10409/3614, 7-37=- 10409/3614,7-38=-13458/4795, 38-39=- 13458/4795, 8-39=-13458/4795, 8-40=- 14650/5160, 40-41=-14650/5160, 9-41=- 14650/5160, 9-42=-13442/4537, 42-43=- 13442/4537, 10-43=-13442/4537, 10-44=- 8345/2690, 44-45=-8341 /2690, 11-45=- 8339/2689, 11-12=-6232/1946, 12-13= 5629/1750,13-14=-246/379 TOP CHORD 2-3=- 250/321, 3-4=-5676/1926, 4-5=- 6270/2141, 5-6=10237/3556, 6-36=- 10409/3614,36-37=-10409/3614, 7-37= 10409/3614, 7-38=-13458/4795, 38-39= 13458/4795, 8-39=- 13458/4795, 840=-14650/ 5160, 40-41=-14650/5160, 9-41= 14650/5160, 9-42=-13442/4537, 42-43=- 13442/4537, 10-43=-13442/4537, 10-44=- 8345/2690, 44-45=-8341/2690, 11-45=- 8339/2689, 11-12=-6232/1946, 12-13= 5629/1750,13-14=-246/379 BOT CHORD 2-27= 1599/4883, 26-27=-212/569, 24-26=- 57/299, 6-24=-547/299, 24-46=- 4683/13458, 46-47=-4683/13458, 23-47=- 4683/13458, 23-48=-5053/14649, 48-49=- 5053/14649, 22-49=-5053/14649, 22-50=- 4488/13626, 50-51=-4488/13624, 21-51=- 488/13623,9-21=-1034/589, 19-52= 253/922, 52-53=-253/922, 18-53=- 253/922,18-54=-1726/5819, 17-54=- 1726/5819,17-55=-1726/5819, 16-55=- 1726/5819,14-16=-1455/4837 WEBS 4- 27=- 381/1293, 5-27=-3312/1190, 24-27= 1871/5843, 5-24=-2410/6888, 7-24=- 3435/1320, 7-23=- 1841937, 8-23=- 1368/414, 9-22=-628/1177, 18-21=- 2427/7726,10-21=-2075/5727, 10-18=- 3516/1322, 11-18=-1095/3272, 11-16=- 395/227,12-16=-345/1310 NOTES- 1) 2- ply truss to be connected together with 10d 0.131' x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9- 0 oc, 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 81 unless ol!her rise inrli-tf d 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-" wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1131, 14=1032. 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 Its down and 178 lb up at 7-0-0, 123 Its down and 84 lb up at 9-0-0, 112 lb down and 131 Its up at 11-M, 112 lb down and 131 lb up at 13-0-0, 112 lb down and 131 lb up at 15-0-0, 112 Its down and 131 lb up at 17-M, 112 lb down and 131 Its up at 19-0-0, 112 lb down and 131 lb up at 20-10-8, 112 lb down and 131 lb up at 22-10- 8, 123 lb down and 84 lb up at 24-10-8, 123 lb down and 84 lb up at 26-10-8, 123 Its down and 84 Its up at 28-10-8, and 123 lb down and 84 lb up at 30-10- 8, and 240 lb down and 178 lb up at 33-0-0 on top chord, and 341 lb down and 108 lb up at 6-11-4, 87 lb down at 9-2-4, 106 lb down and 32 lb up at 11-0- 0, 106 lb down and 32 lb up at 13-0-0, 106 lb down and 32 Its up at 1540-0, 106 lb down and 32 lb up at 17-0-0, 106 lb down and 32 lb up at 19-0-0, 106 lb down and 32 lb up at 20-10-8, 106 Its down and 32 Its up at 22-10-8, 87 lb down at 24-10-8, 87 lb down at 26-10- 8, 87 lb down at 28-10-8, and 87 lb down at 30-10- 8, and 341 lb down and 108 lb up at 32-10-8 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. L.onunued on page t ------ ---- ---- ..._. -.__. U.,-IMuemrlhn. Yrh'11DC1Ii1SS0tR100jWEWIM1(OIX 11(ISI)111-ET•7,1(IICR.'Klrllrtrc1e71Yv*otlmdrddo htInukspYn iff-0;uWIflg1layR11hMmSheMnere,ieuh..rtaunrr.mm,.y r4l,i rr•:o lo,rutNrNWhlibM.r1 As Om kv fq.epr.S"lrlvI rt u4..r nlrgrmm..F-4m rmutd qw yny.WW Yr er lrup4d rqY Inulynd.e, 111.1r,wl. i+11 Anthony T. Tombo Ill, P.E. A(spirilk: r 80083 r filvd fiber11. tamgdq..ng4dWr wohd IkI-huPtymhIClerWarkt,.1. :tSIME u.[orWin 11to14sa1te.1aWWI.0Fort Pier4t. 4451 er ce, FL 49Lucie 34946 OTDI{A-IfalLnses- Anlogl.IrsEll6.r1. tepnhoialdtlnlxmrm,i.egIwo, isp<dl'ud.idendie ntttnpereiltiehen A4hdhisses -Allhayl.looks Ill,r(. O russ rusS Type ty y RYAN HOMES / ESTERO BAY v2 A0097855 WRCEB2FM A01GT Hip Girder 1 2 Job Reference (optional) At Roof Trusses. Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek Industries, Inc. Thu Mar 22 11:08 58 2018 Page 2 ID:zRSREV FepZFZ_OLY7U9jlztnLF-n2zOavie6dPigmdY5OmVtwVKHaa ISXOObVOSIizYPtp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-11=-60, 11-15=-60, 26-28=-20, 25-26=20, 21-24=-20, 19-20=-20, 19-32=20 Concentrated Loads (lb) Vert: 5=-196(F) 11=196(F) 26=-60(F) 6=123(F) 27=341(F) 8=-112(F) 22=-89(F) 16=3411(F) 36=112(F) 37=112(F) 38=-112(F) 39=-112(F) 40=112(F) 41=112(F) 42=-123(F) 43=-123(F) 44=123(F) 45=123(F) 46=-89(F) 47=-89(F) 48=-89(F) 49=-89(F) 50=-89(F) 51=-89(F) 52=-60(F) 53=-60(F) 54=-60(F) 55=-60(F) eq nel.mµ„rq.d Iltxrnrsus{stuvltirultluuAroraoustmar;n uu(nc urrRretlrprnotr,dnrdn.erlm,k r glnoararrl Irrgtltd.:,wdws,.l w,td eamwead.13's7 dtiu nvroijnstm.ne1Mh11Ao.rt1Itehn, kdpfeTe.Qe.Spdry Egwezo ud..t ieerpam..¢ptodd Rl,tt./4 brrr+l ttlMoe lnpd4,.r ina lerdNntrim,dr,,i PFI l twpmrgnalwtgree.brt. ddll Anthony T. TDmbo 111, P E. dnrdatL,M,ql.itgndinp:iWdtrAeo40m',edlndrpio Wlghv.MnmudlfeLbCdYYdl Ign4dlM1l le fnddoel01dw411nedoeim d hLY}rn I.da7inrdY¢quoYnean,Jtni 2 80083 1khU. GtVivem Em. t a.11 too. or Mdt. pmnd pddx,doe peq(qud f9M hM...Q rrpW,ldti IAdS91 o rdtimd'.p.Nplte-IM1I.Sfetfintpnilaet dt.n OUT— Nw.1m,hnpF¢.. d Ws bww .,ant rhtr.hetfie.bra["wdq...ghApen lndrei Ik I—Topt,mt it lei d wAq hcp.,atnss SMI t d,R rry u m4ersr :n n n tema In I aft er Lucie Blvd. Fort Pierce, FL 34946 6ptiipMO}DldAdloollnues Anhaeyl Imzb#111,11. teprededioxsidisd.tooen,uugfun, isp'dibidel 1thentle-livelWmssinham A -] leaf hesses•AeduyL4.b111,L Job Truss Truss Type city ESTERO BAY v2 AOD97856 WRCEB2FM A02 Hip Truss 1 1 7RYAHfOMES r nce (optional) Al Roof busses, Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nev 12 2017 MiTek Industries, Inc. Thu Mar Z2 11:08.59 2018 Page 1 ID,o9kmbv63sCj7meCgAkvtD6ygZgF-FEXOoFjGbcXZlwCkfklIP82T7 v1BVAg98OH8zYPto O;2 4$3 8 11 4 16 11 23-9-13 30-11-4 352-5 39-10-8 4pr11 d 1 0 12 4 8 3 4-3- 1 7-1-7 7-9-2 7-1-7 4-_1 448-3 -0-12 54 = SMr17 3x4 = 44 — 3x4 = G l 5x6 = 9 Dead Load Defl. = 7/16 in 18 17 16 15 14 4x12 II US = 3x8 MT20HS= 3x4 = 3.8 MT20HS= US — 402 II 8- 11-4 8- 11-4 LOADING( psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.31 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.77 14-16 625 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.39 16-18 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except* T2, T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP N0.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 1 Row at micipt 6-18. 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 165910-2-12 (min.0-1-15) 12 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 74(LC 12) Max Uplift 2 = 500(LC 8) 12 = 500(LC 9) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=426/390, 34=-2699/1875, 4- 5=-2746/1859, 5-6=2547/1808, 6- 7=-3574/2431, 7-8=-3574/2431, 8- 9=-2547/1808, 9-10=-2746/1859, 10- 1 1=-2699/1875,11-12=426/390 BOT CHORD 2- 18=-1522/2352,17-18=-2159/3468, 16- 17=-2159/3468,15-16=-2159/3468, 14- 15=-2159/3468,12-14=-1529/2352 WEBS 4- 18=-21/343, 5-18=-328/650, 6- 18=-1171f794, 6-16=0/307, 8-16=0/307, 8- 14=-1171/794, 9-14=-328/650, WEBS 4- 18=-21/343, 5-18=-328/650, 6- 18=-1171f794, 6-16=0/307, 8-16=0/307, 8- 14=-1171/794, 9-14=-328/650, 10- 14=-21/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 tide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Ot=lb) 2=500, 12=500. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 206 lb FT = 0% 4 cp3 I¢ ereq nee.It-vnrisBriniiri gnma8ae(71Aw1t1s1iYj G1•T,:tucrrl:rtfi' rm lrtr kw Mnyndrdnr,.n, im, In k.M(rw;rr Idiots lnY1101.tdxv, SWWh n, With— ftd r TWO e, lrtm;m e>rn w.nndrnl...0 u,lrn, k,pfq re6,.slodl tspe;ru/..7Muromt.. I dr.Aksia,r.itW"hrnq.,aunite.o.n.1i3O—,ulmrylrrtidin r..e„mmr/r1R,i,cdr dl.ir m4dnu. il, mdbMai..hdtn,/rim,. Anthony T. 80083TombIII, P.E. lkWgk¢dfC . a.'$tem.1k=.rr1M,.lphd,rsOr. (prafseym...7ar (ndSt(InAas1% Imlaq,'mle.dt,aWT.%Vwy .. !n .8Lucie rlu.h. lt.,rt e[ d HHq s, te,rth tmi ptra lnl tk„ureyrnM,SdYY,fLLn, k,q,r.hn, lnp [apndlmt r,tno.u„Blvd f qre q.•.mghAt,c.twi,ef. n,inut [ heClrlfi k to,[,p,. gs.11q 445L St. Lucie 349 sr? gaenAsy.,nls:,1 i Iraes1:1:1t uneldd.fnl. For[ Pierce. FL 34946 Qppipl10 2116 A I lost lnues - Adhg l.Imbit III, riot. lepre6ediee d ties d m.era, is uy t.., is picA,hde6 •dlcie the rrinee pensissioe he. A -I hd lnises- Aethoer l.loedo ill, p t. lob I russ I russ type aty Ply RYAN HOMES I ESTERO BAY v2 A0097857 WRCEB2FM A02T Hip 1 1 I Job Reference (optional) Al -Roof Trusses, Fort Pierce, FL 34946, design@aItruss corn Run. 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 M7ek Industries, Inc. Thu Mar 22 1108 59 2018 Page 1 ID:zRSREVFepZFZ_OLY7U9jlztnLF-FEXOoFjGUXZtwCkfKIIP82S_gBO1 Ag980H8zYPto 0.0-12 40-11-4 4-7-0 8 114 16 6 0 23 11-0 30 11 4 35.2-9 39 10 8 39-j 1-4 , 4-7-0 a 7$12 7.5-0 7-0-4 4-3.5 4-7-150412 0-0-12 1.0.0 Dead Load Den = 12 in 54 = SM 2 3x8 = 46 = 2x4 II 5x10 = 23 22 21 ..__... 17 16 75 14 402 II 5x6 — 1.5x4 II 3x4 = 3x6 = 402 II 5.8 = 3-114 8-9-4 16- 0 23-3 4-4-4 0-10-0 6-8-12 6-9-4 0-11-4 7-8-0 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.43 18-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.90 18-19 529 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.28 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.54 18-19 893 240 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 'Except' B4: 2x4 SP No.3, 133: 2x4 SP No.2 WEBS 2x4 SP No-3 SLIDER Left 2x8 SP No.2 2-0-1, Right 2x8 SP No.2 2-0-1 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 44-11 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-20, 14-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1672/0-3-8 (min.0-2-0) 12 = 1669/0-3-8 (min.0-2-0) Max Horz 2 = 74(LC 16) Max Uplift 2 = 494(LC 8) 12 = 495(LC 9) Max Grav 2 = 1672(LC 1) 12 = 1669(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2658/1774,4-5=-3504/2319, 5-6=-3324/2273, 6-7=-4524/3036, 7-8=-4524/3036, 8-9=-4472/3012, 9-1 0=-2747/1848, 10-11 =-2712/1863, 11-12=-044/334 BOT CHORD 2-23=1454/2334, 19-20=-2757/4606, 18-19=-2757/4606, 8-18=-446/451, 15-16=-161/305,14-15=-161/305, BOT CHORD 2-23=-1454/2334,19-20=-2757/4606, 18-19=2757/4606, 8-18=-446/451, 15-16=161/305, 14-15=-161/305, 12-14=1519/2364 WEBS 4-20=473/986, 5-20=-504/938, 6-20=-1519/886, 6-19=0/352, 14-18=1325/2244, 9-18=-1364/2179, 9-14=-345/286, 4-23=589/473, 20-23=-1436/2292, 10-14=-21/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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=494, 12=495. LOAD CASE(S) Standard 39-10-8 39 1-4 8-11-4 12 PLATES GRIP MT20 244/190 Weight: 230 lb FT = 0% q ha ledr is¢1 etlmdml urs Orhmlespin InC:r4r lfiri lr<1eRll. hiNm Len k'r, nr ihsstr.iu u d M171, 'r Mild Anthony T. Tombo III, P.E. s 80083IIn.AkrLnrW 11 tlnrhhmrwWN4hOno.YO.>.i+nhecd¢fxhW6gOn r•..orrwhnAorliLOrO;IhbdeaYgMrdPLI. ihrhn,d46NIdmEdlmA6rlm.ai g1[i}crgr.hCdre IYn{ullYYny ti1Ld rruyw,pnrr,o.u,rror.dlmdo r.rp4n,amrd4cgmnsmghr.u.IearMhregmdwr errvroatipm,miwrsumrm smSrrerLlnroevp,lmrrnp.r...limri, ,.sn 4451St. Lucie Blvd. For( Pierce, FL 34946 An.lu rE.Ilelesea rJed n u0gh pen e+tid. hinssdst repmhlndt[iq Ms,I+!t SlnaE.Quer4o1K4 ' d r snnldM till. GppirM0T011Alfnllnstet Anloryl.Lc6e61.r.1 teprededioeoln'nlemeun,ieull,ispr iihitel itAM6r+rienpermissisehem AdReal Tresses -AetSeryl.Tmte[it,r.l oruss russ ype ty RYAN HOMES IFESTERO BAY v2 WRCEB2FM 1,103 Hip Truss 1 1 A0097858 y As RmrTmeme Fnn P.— t vusa wee: i Job Reference (optional) gnQa wss.com 10-11-4 16-11-4 5-1-15 6-0-0 Sx6 = 3x1 = s Nov 12 2017 Print: 8.120 s Nov 12 2C cmtw63sCj 7meCgAkvtD6ygZq F-kQ 28-11-4 5x6 = 54 = 7 MTek Industries, Inc. Thu Mar,22 11 Dead Load Derl. = 5116 in 13 Ix6 = 30= Ix12 II 3x8 _ US= 4x12 II 4x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 15-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.63 13-15 755 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.38 15-17 999 240 Weight: 212 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2,T3: 2x4 SP N0.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No 3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 11 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 89(LC 12) Max Uplift 2 = 475(LC 8) 11 = 475(LC 9) Max Grav 2 = 1659(LC 1) 11 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/260, 3A4 2765/1957, 4-5=-2652/1835, 5-6=-2438/1789, 6-7=-3009/2153, 7-8=-2438/1789, 8-9=-2652/1835,9-10=-2765/1957, 10-11=-560/260 BOT CHORD 2-17=-1598/2436,16-17=-1790/2954, 16-26=-1790/2954,26-27=-1790/2954, 15-27=1790/2954, 15-28=-1791/2953, 28-29=1791/2953, 14-29=-1791/2953, 13-14=-1791/2953,11-13=-1603/2436 WEBS 5-17=-325/628, 6-17=-790/516, 7-13=-790/516, 8-13=-325/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 11. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=475, 11=475. LOAD CASE(S) Standard fiery.wae.w n tr•h'III1cF ll416jS[illl')Qti1LL Rtl6rldr'uTIlUI nSlJ jal:r;lkucntwckn rt'ry knP pmam dndun wmun, in.yrmMlrtgr r uJgi Ic49LtLb1wm ffl Wi wt U-6-mosd 6nr.w1 We O'.I—I{t>flrmlh tiA rnY I,tfrw,kfgtlyaept,5trid{tree.Y,et,wlwgl0lrt em{wcr atltr tksmdtZxrulnyw,lepyrb4spJMtaptr.:{kptywal0lw¢wl ki! htwptatgcwik{wy{wdtr Anthony Tombo 111, P.E. wl ru dkn im,kt°t1 Wgn6tnrrr,krm tth Atn.ot0.ai,rhxdq trd MHot hupn,•b,cmlet RL htCwl •tbd lnfxl rslttd rFl 1pnuflhlll dtr YellmdYimt, dtfy t 6}xgL 0i r wl k¢q lt0r t mrrsflnlakalash,Vadtr.e.ur.,,otn.o,motrd.m,.f a mdmkmy[.rwniernm I h dvundrray,•Ft.emirs.,u.ymaes,rtaeaumwy..r,w,k ry..dn.uweo.,.4t e80083 Aa.ht 11 rli efad qxl rlw mml lr i:n trNri nttm,Gu}[.pnn¢Irr:aq A::le,niaafieartpmt'rr 1t1ly 3A mss'rd vo s renal IM1I 4451 St. Lucie Blvd. Fort Pierce, FL 34946teprdedwad6ndrwert6nsly1r.,itp•Alnedrishenlie rnrteeprrmiuixhas A-Itcdlrnut-AtAe•rLbwt In, L[. russ fuss ype RYAN HOMES / ESTERO BAY v2RCEB2FMA0097859rwoA03THip11 Job Reference (optional) Al Roof Tnlsses, Fort Pierce, FL 34946, design a@al truss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc Thu Mar 22 11:09:01 2018 Pa e 1 ID:zRSREVFepZFZ_OLY7U9jlztnLF-Cdf9DxIWPYn HXEM6n9KDUZ7phoZsfITSITd6L1 zYPtIn 0.0-12 41.0-0 M51-15 121 11-0-0 17-SO 23-11.12 29.0-0 32-11-12 39-114 4070-01 51-3 405 1.912 6S0 6612 SO4 31 S11$ 0312' 0-0-12 1.0.0 Dead Load Dell. = 318 in 5x6 — 3x4 = 44 = 2x4 II Sx8 = e 7 . 9 10 25 24 -- ---- 7918 -- 16 15 4x121t 300= 3x4 II 2x411 3x6= 15x411 50211 5x8 = 12 51-15 9-2-4 1 17-- 0 23-4-0 2 11 12 29-0-0 32-11-12 39-11-4 4u93125-1-3 4 5 Q7- 2 7-7-0 5-11-0 0 7- 2 5 0 4 3-11-12 r11$ 12 Plate Offsets (X,Y) - 12:0-8-8,Edgel [6:0-3-0,0-2-4], 8:0-3-0,Edgel, [10:0-5-12,0-2-8], 13:0-8-8,Edge] [16:0-4-0,0-1-121, 20:0-2-8,0-3-4], 22:0-2-8,0-3-0], 25:0-3-0,0-1-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.34 19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.71 20-21 >678 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.25 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.42 20-21 >999 240 Weight: 239 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2,T3: 2x4 SP No-2 BOT CHORD 2x4 SP M 30 'Except' B2,B5: 2x4 SP No.3, B4: 2x4 SP N0.2 B6: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP N0.2 2-0-1, Right 2x8 SP N0.2 2-0-1 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 22-24, 18-20 MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1674/0-3-8 (min.0-2-0) 13 = 1669/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 467(LC 8) 13 = 469(LC 9) Max Grav 2 = 1674(LC 1) 13 = 1669(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2687/1811, 4-5=-3510/2340, 5-6=-3547/2452, 6-7=-3753/2577, 7-8=-3626/2513, 8-9=-3626/2513, 9-1 0=-3596/2495, 10-11 =-2657/1872, 11-12=-2772/1874, 12-13=-258/0 BOT CHORD 2-25=-1483/2363, 5-22=-282/280, 21-22=-1737/2981, 20-21=-2197/3753, 9-20=-353/361,15-16=-1531/2450, 13-15=-1531/2450 WEBS 22-25=-1379/2247,6-22=-439/684, WEBS 22-25=-1379/2247,6-22=-439/684, 6-21=553/1034, 7-21=-397/387, 7-20=-257f78, 16-20=-1334/2303, 10-20=-934/1528, 10-16=-357/161, 4-25=-686/517, 4-22=-471 /960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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=467, 13=469. LOAD CASE(S) Standard y m,ve.w h.n•taYwrnas6 sFUYrYrlraurtYrerrrkoulmu iicn;uutntxrurY.RY,Syr,i.onnd:e..n.n,i:.,.o..ylr<c;ua.,Li.or(tieDS:.snnY.,M Ylin,amiisns url ll ndhhlNhw.r4 1, tiro les}Igwwpe,Spdt El[.e+lb wrwq 8l,geleaampuro. FBmw.gwhe nyavllry Yo.ln}r4,.I11n,t klaYwYlOD rh .de Ttil. lr M.p n,w¢c.hrqum,t swdel Anthony T. Tombo III, P E c80083 4451 St. Lie Blvd. I r.u4 L s,4r.tY.w hhiurwvhw.4c.o.mao.ai,no.edep.hwlne oev}•..anmu4o,oCe, iCrrYd Y.r{d. wl fFl il.pru:46lud..Wn.dmtmt dKy W3}+arq,.6mmnw wl rtq,Ynrrn,p il,S4 Y lalq Msp:sGtnti llwx„ele.e. ihidury.msdc,dmldp bywm{dtteldn.(WIjrW,414 n1d Yll m:dweolY per clan IM1I r1r,L:npwJlso NYlnr4Lw,pn}w,Lm M.p Sgwe wltn:s ll+xe*Y,w'e,LucieRelyldwelll[wntl etedm.nq Yliprn br,ei hNts hapIll.. h en Is ul.; NoM,w N!, Slaa l,p,nrwl aw Npalrl.•a,neldrlY0l1. Fort Pierce, FL 349G6 eP11iiN0}DIdAdiul6nses Anlagl.lembolll,f.1.Iepdodie.o1A'aimmeyioa11we,ispidiheel.ithcolierdneoperm,ssmbwA-I led hisses-Althur1.lwtoIII,l.L Job Truss ty RVAN HOMES / ESTERO BAY v2 WRCE82FM A04 TlTi- d-Type ss 2 1 AM978W Job Reference (optional) nun- a.1 zu s Nov 1 z zui / vnnl: 6 1Z0 5 Nov 12 2017 M7ek Industnes, Inc. Thu ID:o9kmlw63sC17meCgAkvtD6ygZgF-gpCXQH19Asv89OxJKsrS 1 mg 12-11 19-11-4 26-11 33-&5 39 7-3-11 7-0-0 7-0 0 6-7-1 6 5.6 = 30 = 4x6 = 11-4 1.5.4 II 5x6 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.43 12-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.82 12-14 585 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.37 12-14 999 240 LUMBER - TOP CHORD 2x4 SP M 31 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min.0-1-15) 10 = 165910-2-12 (min.0-1-15) Max Horz 2 = 104(LC 12) Max Uplift 2 = 449(LC 8) 10 = 449(LC 9) Max Grav 2 = 1659(LC 1) 10 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-477/404, 3-4=-2815/2020, 4-5=-2649/1859,5-6=-2671/1995, 6-7=-2671/1995, 7-8=-2645/1883, 8-9=-2816/1996, 9-10=-422/346 BOT CHORD 2-16=-1669/2487,15-16=-1342/2280, 15-25=-1342/2280,14-25=-1342/2280, 14-26=-1340/2277,13-26=-1340/2277, 12-13=-1340/2277,10-12=-1646/2489 WEBS 4-16=-142/362,5-16=-79/365, 5-14=-278/657, 6-14=460/451, 7-14=-283/659, 7-12=-115/366, 8-12=-151 /350 WEBS 4-16=-142/362, 5-16=79/365, 5-14=-278/657, 6-14=-460/451, 7-14=283/659, 7-12=115/366, 8-12=-151/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=449, 10=449. LOAD CASE(S) Standard 22 11:09:02 2018 0-8 Dead Load Dell. = 318 in 4x12 II 39-10-8 9-8-0 PLATES GRIP MT20 244/190 Weight: 209 lb FT = 0% rcq thr•n pY.n•rlr'llUcf 11186j4LL8'{Q1EW 8W lIQs7IlUl nSUxj G1!r; lIt1CRFILLIi Im tutu rupp mi al norn n,I., Inp YnglTt6;r40 16100 Irratttdm,%WW! e, Id" ee.a, atl.mtor..y Wld m:b, tlM,Mrnelhhlilboo Hl t,rlr i leu I,p..p,.flo,elLpe!;mw tn,gn,mo.ubd4(rdnu.da{n:y,,,pwutrn r,.p d4 uy, ms L d.o, loo.ry, r,t4l nLwPnvgemT*gMWftL""ll} d—fi,sIm,root1.*'.b'.RMI!wt. N .neu. ,ro-w parWk1h"hs*x,.hcoadrA2LW Kow& dl.iyn4dpN ih mddhNldaEelln,dmlm al g4la}a;e.snEe dkrtsll>Grbny tilfTi Anthony T. Tombo III, P.E. wheal L,puallrex. u n wM.Ylpdo, prmm.l pr esdb Aoo111I1 nrd,tua, d mtoos,on a S0083 narkslMrr it r(ana q,d aw rsmlgdl pen nd,rl trinud I 1 I i Ah L ,Irolls,,./Mt fdLL, Mur., l:ns L*P [Q. ool ln„r„ex. µs„ 4451 St. Lucie 6Nd. urtyn,nICI614isl la Pe,n In„Sn_+a E,pms'q MILL N,gllal x•onnlddnl8l Gp1ii1MO}pl{Ad falbnses Anloll. bcbr W,rl. Irp,Wookr of lln dK=trj,mnyto,isp,lldrd.ided Tut aritler puooittie 6.o A•I lullnua- Aedmy 1.IW %P.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0097861 WRCEB2FM A05 Hip 2 1 Job Reference o lional At RoolTrusses, Fort Pierce. FL 34946, design@altruss.com 1-0-12 7-8-5 54 = 500 12 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Thu Mar 22 11:09:03 2018 ID:o9kmtw63sg7meCgAkvtD6ygZgF-8?mvddmnxAl ?mYVWuaMhZ_D9AbH77KWIIn6DO% 3.4 = 5x6 = Dead Load Den. = 5116 in 17 15 -- -- 14 -- 1Z 5x12 11 1.5x4 II 4x6 — axe = US = 4x6 — 1.5.4 II 5.12 II 14-11-4 24-11-4 10-0-0 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.38 14-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.73 14-15 657 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 15-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2, T1: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' B2: 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0, Right 2x8 SP No.2 2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-8) 10 = 1659/0-2-12 (min. 0-1-8) Max Horz 2 = 119(LC 13) Max Uplift 2 = 446(LC 12) 10 = 446(LC 13) Max Grav 2 = 1659(LC 1) 10 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/0, 3-4=2811/1970, 4-5=-2420/1767,5-6=2186/1733, 6-7=-2186/1733,7-8=-2420/1767, 8-9=-2811/1970, 9-10=-293/0 BOT CHORD 2-17=-1615/2495, 16-17=-1618/2495, 15-16=-1618/2495, 15-26=-1325/2285, 26-27=-1325/2285,14-27=-1325/2285, 13-14=-1622/2495,12-13=-1622/2495, 10-12=-1619/2495 BOT CHORD 2-17=-1615/2495,16-17=-1618/2495, 15-16=-1618/2495,15-26=-1325/2285, 26-27=1325/2285, 14-27=1325/2285, 13-14=-1622/2495,12-13=-1622/2495, 10-12=-1619/2495 WEBS 4-15=-402/457,5-15=-287/540, 6-15=-327/174,6-14=-327/174, 7-14=287/540, 8-14=-402/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=446, 1 0=446. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 217 lb FT = 0% eYt rlene er.dl.ee•..h'sinof OlSS6j S[0fr'1Qflil fE041fJ19fINAfliluYj lnTe(fltnfiJEli 6,e.trtf(k l.nnandml un,.n,l•ro kspin lOLirhlAgl lrb4(LEfxev lLn Mn ee 6M, 6r.iu vdJ.d101•.j Ylidw;.:'ta„MhndMdili•. til helms lrt}(q.ep,.s(ndl[ep;m,ed.g0l:geses.,e,r1„ndsh p„e.dq•abrmpweq l,.een}dbsa/eln:sMndnmlOD sea eeh Rl ih twp a,.puiwq,rm.Lwelel Anthony T. Tombo ill, P.E. I .enede•sT-1.MWin hM"q. gdmo.m.YO•.i,nen:dgv.VAWghup•,•4,•4ddmKI01K deekde wJriMd1el ih Innldblpd..trtlexdielmted.5iMk{w,N.omlberYrtgatflle4en:p,llerd a 80083 s WIT h,ped(.eed.d.x,SdN.bTM.Asp.ms dpdde,dP.Won q.m"Ww.MYpUddhi*ti1W—d.exd1. p.l pets¢e.Mihfesle rep,JirsdYneLI'm Onq., 1m," hp. d tmsraede:., a'n, 44515t Lucie Blvd. eS.. ne eel.dlre(.Ced4del.•vo,rhdper, ndsri lh lnv hsi(spmhlti tY lPlq kye.,.I:e:,SpaE ae,r.t ielA d:jM4dt:nnnemel.MI Fort Pierce, FL 34946 P11iiM 0 7016 bl id Lnsrs- Aanlrq L lre:6• III,.E. teprd•diol of dis Amato, is ul hie, is plaAl'dd .ide.i (At +nrtel pemilsiw 11411 Ad tool lades - Acd=y I THAI III, F.I. Job Truss NSS ype ty RYAN HOMES / ESTERO BAY v2 WRCEB2FM A06 Hep 2 1 A009j862 Job Reference (optional) wyrgya u a.w.n nun: 6.1LU s Nov 1Z zui / vnni: is. 12U s NOV 12 2017 MI Iek Industries, Inc. Thu Mar 11:09:04 2018 Pagel ID:o9kmlw63sCj7meCgAkvtD6ygZgF-cCKHrznPiT9sOh5hSHtw6BIJ ?cDsnbv_RmyMzYPlj0- 2 8-9-10 1a 11A 22-11-4 31-0-14 39-10-8 4 -11 0 1 8 9 10 8 1-10 60-0 8-1-10 8-9-10 -0-1 1 I: Sx8 = 5.00 12 5.6 = Dead Load Dell. = 318 in 4x12 II 1.5x4 II 4x6 = 3x4 = 3x8 = 4x6 = 1.5x4 II 4x12 II 8-9-1 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.30 14-16 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.69 14-16 698 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.22 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 14-16 999 240 Weight: 217 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2, T1: 2x4 SP M 31 WEBS BOT CHORD 2x4 SP M 30 'Except' 4-16=0/277, 4-14=-600/590, 132: 2x4 SP No.2 5-14=223/481, 6-13=-222/481, WEBS 2x4 SP No.3 7-13=599/590, 7-11=0/277 SLIDER Left 2x8 SP No.2 2-&0, Right 2x8 SP No.2 2-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing WEBS 1 Row at midpt 4-14, 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 9 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 134(LC 13) Max Uplift 2 = 464(LC 12) 9 = 464(LC 13) Max Grav 2 = 1659(LC 1) 9 = 1659(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/86, 3-4=-2826/2001, 4-5=-2283/1711,5-6=-2028/1689, 6-7=-2283/1711, 7-8=-2825/2001, 8-9=-294/86 BOT CHORD 2-16=-1630/2512, 15-16=-1631/2511, 14-15=-1631/2511,14-25=-1118/2028, 13-25=-1118/2028,12-13=-1634/2511, 11-12=-1634/2511,9-11=-1633/2511 WEBS 4-16=0/277,4-14=-600/590, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=464, 9=464. LOAD CASE(S) Standard i q 11-6 oh—rit'l I DGFnlSS8j Eni(riu rim I(Drx MID111 M;:(OCIjMfrrc tetr kvr!poemd!ddn n,isn, lnp kn,M, d YlE1 I I Ivr0.r I thm%w Knn! rin,e— urr mmr.y rllid o.nrla!uarrbro!nrrwrre I,elrn,imt, tr epe.11omr hM.;m!nt nirri4o.n.vleo4o!FB,tl.+vuN rey wW ro!enp4r upeusMati mru.q d IM Rertipn!.e!. r!!q uea. ub I dnertitn,Yr tl lyb6rnpJN!dY(hr.!.60.d,!Crap ra r •p!ipaJhaLB!Gd6!6d1.Y r!1n I e! All Anthony T. Tanbo Iil, P.E. krt e k, dlern 311 i„tlen hlmdd xl Hrndihl0ldrnhdln!dtutm tlrtgldi}p;!r!.,!!L drar{,Mrtrn, : 800831i'e erm,rd pL4 utlndep(rr.mSd!pa+'•m•fl+e+rl4 r!Id Lll mrd!!nn'alm!1'Jae ml tl!,un,renak!,Il.ih/iLn, Mcr.On, k,prrp frm!!,i h_h, ettlm errl eresetl 4451 St. Lucie Blvd. r 4d9m•Ihdlrnwinf I4invhu tepnrbens!t,y>arsgea,I.,:,slaxgw[oreW owwr•eunesd•mi. 6P1tiAMOfOUAIhellnsses Aotioryl.lemiel11,I1. hp!deeweoflisAemmeri,iIII Mk,ispmilitel•idenAt+rirtraperniWwhemA•fIcdImses-Amiuy1.IsdolO,r.L Fort Pierce, FL 349e6 rilob Truss issType RYAN HOMES / ESTERO BAY v2 A0097t163 WRCEB2FM A07 Hip 2 1 Job Reference (optional) Al R9of Trusses, Fort Pierce. FL 34946, design@altruss.com 5 nn 112 i Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek I ID:o9kmlw63sg7meCgAkvlD6ygZgF-40uf2Jo1 20-11-4 26-11-10 33-3-5 5.6 = 5x6 = Dead Load Dell = 7116 in 1.. 18 17 3x4 Us MT20HS= 3x4 = 3x4 —_ Us MT20HS= 3x4 = 4.12 II 4x12 II 18-11-4 30-10-13 39-10-8 8-11-11 9-11-8 2-0-0 9-11-9 all-12 Plate Offsets (X Y)— 12:0-8-8 Edge] [5:0-3-0Edgel [7:0-3-0 0-2-4] [8:0-3-0,0-241 10:0-3-0,Edge], 13:0-8-8,Edgel LOADING( psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.46 15-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.88 15-17 541 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.18 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.36 18-20 999 240 Weight: 225 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-". Right 2x8 SP No.2 2-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 1 Row at midpt 6-18, 9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 13 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 148(LC 13) Max Uplift 2 = 481(LC 12) 13 = 481(LC 13) Max Grav 2 = 1659(LC 1) 13 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-344/346, 3-4=-2814/2042, 4- 5=-2672/1980,5-6=-2636/1999, 6- 7=-2094/1671, 7-8=-1863/1620, 8- 9=-2094/1671,9-10=-2636/1999, 10- 1 1=-2672/1980, 11-12=-2814/2042, 12- 13=-344/346 BOT CHORD 2- 20=-1678/2491, 20-29=-1445/2300, 19- 29=-1445/2300, 19-30=-1445/2300, 18- 30=1445/2300, 17-18=-984/1863, 17- 31=-1446/2300,16-31=-1446/2300, 16- 32=-1446/2300,15-32=-1446/2300, BOT CHORD 2- 20=-1678/2491, 20-29=-1445/2300, 19- 29=-1445/2300, 19-30=-1445/2300, 18- 30=-1445/2300,17-18=-984/1863, 17- 31=-1446/2300,16-31=-1446/2300, 16- 32=-1446/2300,15-32=-1446/2300, 13- 15=1683/2491 WEBS 4- 20=-132/296, 6-20=-118/351, 6- 18=-076/659, 7-18=-415/587, 8- 17=-415/587, 9-17=-676/659, 9- 15=-118/351. 11-15=-132/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othervvfse indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except at --lb) 2=481, 13=481. LOAD CASE(S) Standard q k.se Mom! re•n. n'e I DCt If1150j S010-s QIY1t R116 L (d1 IIICK DSUMi-kT7; t(i1CRE-wr(I(' hrs. leii i,l* rndm r rtd uM h! L•n! ksp Ynq IRP, d r uJ r I Week?[ hhn, H:n Mxe n, uw, m.N s!r nm m,.q Kld. urmrea,un.eddl nr.reatir.nwp[grape.4oator!r;mwn lr c,mompu4rrMa!vmu.e!me.mao rdusp4rsgrms.m m1roq.,rl+Llrlwpe,»speaur"2""el ' AnthonyT.Tombo111,P.E rn. dLlm,1.qr.fyhe..np.LeOno.oro.a,to.ede No,wmeo e,.o-nma+ammrrrmwr.Yti ked MEN rnra.e.a,rft edkay,mrrny.end z80083 el. hull how r(teat. ll ens,d.d a se Tome ft news ad phmn d en bdM(eapem WM tAm® (9611j prld b In r SID an rda.nl'a p.d pa., INhim rr.,pnsHu tia• of1,1-Inp., 1— lip h¢. r lm, andna, W., 4451 5t. Lucie Blvd. Ae.lu 18.1(.rn-n yed q..m heA pen nd..l hlnn Gsrr(.pneh rLlrlildl Msgr,nlnulls:a E.p.a dor tlit 1 miiad.rnneldxlYRN. Fort Pierce, FL 34946 oppilil02016A-I feel halses-A01aa71.tamleN,p1. tep,e/mioaoltlniommn,uail fro, isle.hPded.itleatt twnneager issinhim A-14a1hesses-Aethmrl.bado10,PA. Job Truss Truss Type QtyTl- FRANHOMES ESTERO BAY v2 A0097864 WRCEB2FM A08 Comnson Truss eference (optional) Fusses, Fort Pierce, FL J4t*4o, aessgn(galrruss.cons Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek Industries, Inc Thu Mar 22 11:09:05 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-40uf2Jo1 TnHl0rgu0909fPIV9FyjbCA2D5bKUozYPti 0-2 6 7-3 t 12-10-14 1111-4 26-11-10 33-3-5 39 10$ 40-11 4 1'O Y2 6 3 11 7-0-6 7-0-6 6-3-11 6 7-3 1-U 2 5.6 = 5 0012 Dead Load Dell = 7116 in 3Mp R4. 12 II US = 3x4 = 5.6 WB= 54 WB= 3.4 = 4.12 II LOADING( psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.48 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.93 16-18 516 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 16-18 999 240 Weight: 216 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except* Ti: 2x4SPM31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-3-0, Right 2x8 SP No.2 2-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at midpt 7- 16, 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1659/0-2-12 (min. 0-1-15) 12 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 = 156(LC 12) Max Uplift 2 = 488(LC 12) 12 = 488(LC 13) Max Grav 2 = 1659(LC 1) 12 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-367/363, 3-4=-2810/2043, 4- 5=-2665/1989, 5-6=-2601/2004, 6- 7=-2043/1636, 7-8=-2043/1636, 8- 9=-2601/2004, 9-10=-2665/1989, 10- 11=-2810/2043,11-12=-367/363 BOT CHORD 2- 18=-1679/2482, 18-27=1463/2303, 17- 27=-1463/2303, 17-28=-1463/2303, 16- 28=-1463/2303,16-29=-1464/2303, 15. 29=-1464/2303, 15-30=-1464/2303, BOT CHORD 2- 18=-1679/2482,18-27=-1463/2303, 17- 27=-1463/2303,17-28=-1463/2303, 16- 28=-1463/2303, 16-29=-1464/2303, 15- 29=-1464/2303, 15-30=-1464/2303, 14- 30=-1464/2303,12-14=1683/2482 WEBS 7- 16=-829/1174, 8-16=-700/704, 8- 14=100/351, 10-14=-131/282, 6- 16=-700/704, 6-18=-100/351, 4- 18=-131/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasa= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt--lb) 2=488,12=488. LOAD CASE(S) Standard west 6•AIDtlnrssyslltn'larm atl6AMr=wsMIArtn7;ltucnSK.II, t...I.err,4Nr nndrdmnwn,im,tnple..glnv,,..is, mA.,I term atl.hhe..Sim Knis, panm,.dis" mmp,.y Ip1rY,sem ib, uohm.:d d s,I71ii ie e,.BNSnip Isp-0,.Spert[.rn;b alwg 1pp,pwa..v>t.see ram."1411ty vAly b, a rj3dise uy, Nu reme nib Ippw¢.we. Al M1trupnu¢.n b,ey,rrwsurer7 Anthony T. Tom III, ?.E wl.uA.slmlbrgle14n6"",A4hO.m.Mpm,[.on:JrpsYMflgk,qrr..Cr,r.9ur,r,C.lb,bdA.ifarirFrRl M1rr.udrlhlpidnWln.A4Sm,. LYaliw.lk i mdr., rru ms;A...t. G. u.,mu. rlpldh rm,trl,amm.tYerr.msegm.o. Yar iNhrw.AUYsnnd,.Ny mlrswsa,:e q c 80083 F. y..aw,tr hruln,ryr.u.,Aptyr.stm,uro.,wss 4451St. Lucie Bhd. f.mFlfu,l lle[.t.a q.N q.mr{hir.•.n..a,i M1Im,G,rrlq.herltm{tNrl rup,n L•.:s514.E.F. e'.{Arfq Ip srl.,!1•onnldNwmL (opl-rirNO}011A-1led lnssts- Whiny 1.IwhAiO,1`1teprdaro ..ofAnoc ierem,ibaiIva, ,sproA l,nd.itieatit "neepero,ssimhas A-lttdlr.sses-Aduy1.Teats ill,r.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES r ESTERO BAY v2 A0097B65 WRCEB2FM 811E Common Truss 1 1 Job Reference (optional) Al Rgof Trusses, Fort Pierce, FL 34946. design a@attruss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09 06 2018 Page 1 ID:o9kmtw63sCj7meCgAkvtD6ygZgF-YaS2GeofE5Pad?E4ZiwOBcrrFpU3KISCRIKt1 FzMh 1 0 12 , 5-5A 10-10-8 11-11-4 1 12 554 —554 1 12 ' AIM = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 9 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.01 9 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-10-8. lb) - Max Horz 16= 42(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12. 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-M oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 52 lb FT = 0% Y.q rh.e6e pen,x.m's1471 NS7(1(SC!Iff 6stul l MSt(GeDIgIS(lSiCv ryp!(Ije(u7nfOJi.Rrly. id.itW,..urdid n,.A.Z sk:*kengjMW!*ed If Id.tlLe6m 0enM...0 Wid-nrgee M IS Pk IAirlr:ddds dd st eulVhlH.k,N helmr nu'!gtnP.-sNoe1 [,..J,u,d.gra,m+ter eaau ae+nn.+nraminy.nrrr 4sc grtmrger kr:a1.,.1e InL Ir 6vr oasn h1..r, reru. Anthony T. Tombo 111, D.E. dntlmhnrY. rkeAalnSng tik.?/h,D.w,rP.mi a+IgmnfWigkrgtr,.heueer.tIM9LQtt(sk4dNtgu.dl!N I ipnNlhlMatnkll.u/o 6nred q..Aq : 80083 MWgk. P.d(ftM dr"d d.& im d Ar Maud V40-1b 'Wg E.M. S/nl Ish (C.Sgrikwi -.R wSxlnnMrcN b,,-d p.et thlkin Oi ny.r4Lird Mn/himrkgr, h.0 reu'tyttudlmrY.ftC.e,tdtrr 4451 St. Lucie Blvd. dr— Irises n,traelgni...aggar.e.,naiY4nrku*lgrooUiY4ilgku a..int4tm.[tt.d krgugreyenrrnaad.ml Fort Pierce, FL 34946 elrrgMO tUTAA-I ted losses AeAm11.Ic.be IIL GE. lepoien.eddh leaettl, is ul hne,n Ct6kdtd vJlM the ninn Formssio he. Ad 1W lmus A&MI.IssaMI11,1.1. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 AOD97866 VJRCEB2FM CJ1 Comer Jack 8 1 4 Job Reference (optional) At noor t ruses, rort r,err% t-L s494ti, designtc9altruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc Thu Mar 92 11:09:07 2018 Page 1 ID:o9kmIw63sCj7meCgAkvtD6ygZgF-0mOOT_pH?OXRF9pG7PRdkgN?YDg63Cf-gP4RZhzYPlg 1-0-12 0-10-15 1 12 0101s LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.05 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/TP12014 Matrix -MR Wind(LL) 0.00 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 0-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 161/0-2-12 (min. 0-1-8) 3 = 24/Mechanical 4 = 4/Mechanical Max Horz 5 = 48(LC 9) Max Uplift 5 = 85(LC 8) 3 = 24(LC 1) 4 = 13(LC 9) Max Grav 5 = 161(LC 1) 3 = 16(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 Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% aeq•rrrr m,.n'u rxt tussOfs[utrt ar:ur ttnarrraou3[elests'Irltr;uu[nOvur trs. rr ryrv#Nodmdmr un mlm, r,r.ylttttdrrrrss t.4r[. [drw itenwnn, m,s e,..,u a.d.am..y tut.I_v„m.ntrrtll.us,rfruhTtyr.pr.s m[s munw tr,r nm..vy:r nfaa.+roanm"4.w14Wsmhdo. .1.1-1."omno ryd runw wapabrgm Lme1 nra Asatm,WgWCM"rreq erta.dm0.. 0.0— orcd rws, Anthony T. Tombo III, P.E. rya ytr,,,.nc,.m o, tar rrwt.r:a na.f ntt>.s..w rtad..runrarrm+.s.ay,r r. a,m.dt wrr a.,aut a 80083 r t dgr,pc u(e=ron L11—sow. r lODrm pm,d*d", 4% b"(eapm lhpeb-.fa p rYuklMRdYU n,Bead'ap.d.V•I frsf,reyreilfan I YL fIL hn, Dr um ..suns r tr+e.,s,s eo. nr ldwlieynlw.nmrhs4l pros wshd himshsq Fynsh lnr4ilq ln,nla:, SteaEgm[t 1 dorad yan nnrtad•ml 4451 St. Lucie Blvd Q ii 6t01016Adtadh.sses-Aat6oa I.I.=saln,PI. Ir Idaaiaadt6ol.omct,ua la Fort Pierce, FL 34946 Pt 1 T P q,ispro6lnd.it6endemm pes.isua.h.A-Itcofinssn-An6aarl.le kaN,f.E. Job Truss toss ype Illy y RYAN HOMES / ESTERO BAY v2 A0097867 WRCEB2FM CJ1F Jack -Open Truss 4 1 Job Reference (optional) Al R?ol Trusses, Fort Pierce, Fl- 34946, design(Mal truss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes. Inc Thu Mar 22 11 09,07 2018 Page 1 1 D:o9kmlw63sC17meCgAkvtD6ygZgF-0mOQT_pH?OXRF9pG7PRdkgN 10Dgg3CfLgP4RZhzYPtg 1-0-0 0-11-11 1-0-0 0-11-11 2.4 _ LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 6 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. 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) 2 = 129/0-8-0 (min. 0-1-8) 5 = 1/Mechanical 3 = 6/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 2 = 83(LC 8) 5 = 1(LC 1) 3 = 5(LC 12) Max Grav 2 = 129(LC 1) 5 = 12(LC 8) 3 = 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; TCOL=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 gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 3. LOAD CASE(S) Standard mr 1Phrteernrtly*w.•AIimnisorglini.Grew leryYvreF—h dredtln nrlm,rnpYmylfWat&le-111vLg1Itrhn,Shnih,n,wa..d-. wd mmeeeti Whcreoecm rras „rend ar ee iibemik'a".tr 1,r Geu Drstp frp epe,Spdthps;m uY aar lDbignro,omre 0,(rMt.tl yievt rty Wtlar br41np 4 uAe In:, Lyitln0e l0D , de DFl TWtwpnv¢w %dq,mx>. u.nl*7 Anthony T. Tombo ill, P E I r80083 1k1U,4h4.ai[ecxa tu n,w.atrodsrrmnmpma,nmae`q[.t.m tmrm.mr;mrNwdgrrduumr,ewtiR.rd F.mr, mras,:m san.tk etur„a,..un, onp:ga..arm,r rc.u,.n, 4451 St. Lucie Blvd. gC,.F!q—h Or0, hrdupe,L nSSca E.P. day rut uca:iAW—idad nu. Fort Pierce, FL 34946 Gpyipbt01016Ad fool lassesl lombe ill. P.E. hpndrdio'of Ais dMeem, in al lam, ii prohibited Witkul the Witte'Femisix hem A-1 bcol h'sus- A'A"r T. Tomb Ill, P E. Job Truss russ ype ty y RYAN HOMES / ESTERO BAY v2 WRCEB2FM CJ 1 P Comer JarJc 2 1 r A0097868 a Job Reference (optional) t fierce, FL --6, design aua1 truss com Run: 8 120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 M7ek Industries, Inc Thu Mar f2 11:09:08 2018 Page 1 ID:ta7uotTo57o0tNC WmTn2mQyhggX-VzaohKgvmifHtJOTh7ysG 1 wCwcAwofvUv3p_57zYPtf i -1-M , 011-" , 1-M 0-11-11 2x4 = 0-11-11 0-11-11 LOADING (psf) SPACING- 2-" CSI. DEFL- in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2017frP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. 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 = 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; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard r.. nnv e..—. •r i txs nasarnti-T actu Tina a (rams mtorrttrr; ecu[n[xurP he r..rry hap putl.n d,d dn. n, 1-h:p s..,:, p[a, u a Ld.r i tnh rt r I ta,m>ten.S, m hk„ww.m urd. a lol,ryYllntolMr'iR111iIhrHhhi7DG1..i11f1irRl hLpl tl(Ie,Sp L nrY ' bu/. gIODItF6t15.m1tl01 KiM1WtlnpWigny.ulLq h:bltipi45a.fnitlY+lNnh1[01dr, wl.Rl hkLprtug6m ldquC.q,yb111 Anthon T. Tombo III, PE dnr.l Tin lm,S, ei Wiy 1,tr,npolmtl[aAm.40.tii..scdrtfr6{ult Gevrn•.tltruntl la Q(ir dmld kaJq:W ¢f rill a.Nmtltl6lGldahrHmdGfine drt'l.fiq n.oW 6.mkur{u>KM •i n.cWrtl 4lalyhvpnd( rext iL.xf rtl..h100ddr,al plJlxtAO.hNq(.grM 4LEr Ksuru.rtarruNelgnldfl(I.e:he:dypNpf.eP.IYL.,L:nrrayttndtanlihn,hu{u, Ln,hsp!¢ro.ffnu tlnlesu,.s, =80083 ne. v dsr. e,eyKry...eyhmirnnref rrr.,rhaat.ii,NOT rXWINb iTswu.•.nsmagmeenrwy mw3,.yM:.,nnia.rnmt 4451 St. Lune 34vd. ZtFortPierce, FL 34946 bphi1M07016<tdlufhrsus-Amlagl.lrahtll,r.E. tepr.In7iardiYodismoeh,inultwo, i,proYB4edr4Yenthe nirterpermisinhem blleaf trusses -ArAenrLbukolll,ll. Job I russ I russ I ype Qty Ply RYAN HOMES / ESTERO BAY v2 A0097869 WRCEB2FM CJ3 Corner Jack 8 1 Job Reference (optional) All Rgof Trusses, Fort Pierce. FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11.09:09 2018 Pa e 1 I D: o9km Iw63sCj 7meCgAkvtD6ygZgF-z98Aug rY WOn8 UTzf FgT5pFTJO0UpX69e7iZXdZzYPte 1-0-12 2-10-15 1 1z 2-10-15 30 11 2-10-15 2-10-15 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Wind(LL) 0.01 4-5 999 240 Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc 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 = 19710-2-12 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz 5 = 77(LC 9) Max Uplift 5 = 69(LC 8) 3 = 60(LC 12) Max Grav 5 = 197(LC 1) 3 = 66(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-169/253 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard k.r nr.r4m mm,4 rluanrssoruuularwrtwsuarxocnosl tttaT.r,twcruKurt.<twgrur dnr w.ml:w rP wglirr r,n.tI I.M10I wnr9W-acl 4mr..1 Y111YIo1NIwSlblltlndh4i770wn111f ilnflC.ipl¢epl,Sry'wBtFyrMLWw.t1!•IgnMomF'S tl4'blfbdyNevrnywWA?fh'41n}Ii4u;I11n5t L70Jn41OD 11h. wY RI M1Mr1NwgMLLlAtrq uO]wL t.J11J'} Anthony T. Tomho 111, P.E. 44515t. Lucie Blvd. I.I.uA4iImrSr.t1•Itrlh4rupriN160.m.h0.airmrcd¢fro{.16 kvfr.4mm 14RlL1.14YdFrlfarn4d0.1lr pndrl4ltlldw!WinrdWfm dK l.f.twnttwmWwdYngmCYrn iinrJ a80083 1W90,qk4e.iffG.t rinn to M.6 NOd4pwatd rdJm d4htlq(gnnfEetAh a.{t(LjNMMlh ldl4t mrfr nllr pnf pl.n RN Y3wiLnyrnrlen.l Ythf LLwr hu r.Lwr krp [gwn wf lmt 4wlrse,ant n..lvttrtlrtsngwenw."4diWc wneiM1ln.h97I .nhtcl4rugk4w,.ln5iyQa p.d.lwq mmidAN:...laurntnl. Fort Pierce, FL 349t6 GppipM07Dl{AIIffltnsut An{aTLlrshfl0.t.1. hpubaiudtlitbmmm,mrgtmgnpakibbd.itlentlerrinefperaittiedhwA-I tealhntet-Awlanrl.betclll,rL Job Truss I russ Type Qty ply RYAN HOMES I ESTERO BAY v2 A0097870 WRCE82FM CJ3F Comer Jack 1 1 Job Reference (optional wr , ., wr rterw, r ,»reo, aesrgn at a wss.com Hun: 8.120 s Nov 122017 PnnC 8.120 s Nov 122017 M7ek Industries, Inc. Thu Mar 22 11:09:10 2018 Pagel ID:ta7uotTo57oOtNCWmTn2mQyhggX-RLhY5OsAHJv?6cYroY_KMS?XAQrOGZPnM M I5AOzYPtd 1 0 0 2-11-11 2-11-11 2x4 = 2-11-11 LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard cq. reu snedh rrx+r'IIOQ IIISSESriNtr-t Gran Tim r(c{ixhst4ulsWfi1,ICUCT7dlR he let Ydr Nnen d rd un a nr Lm rnp 6ugM, r r lAq l Ir4RILednar Len Mnnr WjsdWnu dMrN N1.a1 dsld r•aa latseraY eulhrl.. nM I10—lop N.WPe. spill E4.0 rted. n in repts.s.mp- d r r•rlsud W r 4sp d IN .A I.,". se TN .4, d.IRI r imptuee¢m ldg neea.s.-W14 de.dtnln sw.Il.uynrny.Indrmn.ro..rsmecdepd.rr.w 6nyw..r.nadreLmcrrrdl.r n4.10.1 rrhrnddrE rn:YdlnedI"I., "Issunyt t..ddO.mulb.9 ksmnysdbrW Anthony T. Tombo III, P.E. rtatgMspxd(eea. itrastd. I*iWatrprmes.spJersdr4etyEtx/rmSdetyW-Mt ,,p-WMryRidtlElnrd.ntsa o bmM165.iL esetatOftIfseliesa 80083 p.. mrut q.•linslepape.dr.urdx+n..,s 4451St.LucieBlvd. n..wttrlr.Ee:,aydy...m yarr,tdrtllrtnut.vpEy rnmdrugk:pe,nl,ufsee+uppwd.r.u om rt.fnnnttr.d ml iki 07016 bI teel lasses-Aetia I. Imbs III, H. to Ndldioe d rkn deronen, is In is roki6ded.itieet lie wines ensksiee hem Ad hot Trusses- Into I. Tento III, F.E. Fort Pierce, FL 34946 ron1 R P I w P 1 Y lob Truss Truss Type Qty Ply RYAN HOMES I ESTERO BAY v2 A0097871 WRCEB2FM CJ3P Comer Jack 2 1 Job Reference (optional) Al Rgof Trusses, Fort Pierce, FL 34946. design@altnjss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11.09:10 2018 Page 1 ID:ta7uotTo57o01NCWmTn2mCiyhggX-RLhY5OsAHJv?6cYroY_KMS? WeQgNGZPnMM15A0zYPtd 0-0 1-0 0 2-11-11 20 = 2-11-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-M (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=103. LOAD CASE(S) Standard ie•Maerer¢k rrk.ne'll ou al5s6fsrunar3((le-11 4laf11caR11.ldse:rf4n Mier wwca .0 O"w41110,aj eldtavebeenrNbtknlaknWheiwstegltp Mpe,31[E1/nNbWwg1A(4nrtl u Rrdb idtdl}wolm Wlef Orinpd4 rin LlM Orleed(.w1ERl1 h4jtntpMth aGt67rLVTILj AndsonyTTombo111,P.E. druddes (mf4o(W/.1hhruM3rindcaNts.40•ai Fr cilgtrhldL-9Grxpr,6bmmAOra OLlr0.'ddr6dk.11.1andlFl Ilripdndd6101dMWnrd6,T.—JrfgWorks m.-ti-WeNdk.AMVst d :80083 ht"gkW.odE 4451 St. Lucie Blvd. ela.lu Idtel 11 a (ef'Idd grtl qe • veal h dl peen ndreA h Ives dup (yerr h 1G1614g Mvlee, n In:r Stne Fs m i of Wft 10 mtiud k•n n a lial o RN. Fort Pierce, FL 34946 ePpilb 0 2011 A -I feet Iresstr AnOeey I. fiche Ill.?J. Iepnbaree Of 11111 leruaen, u al lull is pmAl"ed wilicel de +river pnm8siee hell A -I led Insses- Aetbrel1.Iwo 10, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0097872 WRCEB2FM CJ5 Comer Jack 8 1 Job Reference (optional) r Kwi i rinses, Pon Pierce, FL .rousts, oesign igawuss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Thu Mar 22 11:09:11 2018 Pagel ID:o9kmlw63sCj7meCgAkvtD6ygZgF-vYFxJMso2d 1 skm71 MFVZugYcUg60?OexbO2eiSzYPtc 1-0-12 4-10-15 e 1-0-12 ' 4-10-15 3n1 II 4-10-15 4-10-15 Plate Offsets (X,Y)— 2:0-2-0,0-1-41,[5:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.02 4-5 999 240 Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purtins, 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 = 270/0-2-12 (min.0-1-8) 3 = 126/Mechanical 4 = 53/Mechanical Max Horz 3 = 107(LC 9) Max Uplift 5 = 129(LC 12) 3 = 50(LC 12) Max Grav 5 = 270(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/451 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 5=129. LOAD CASE(S) Standard tits Mubn h rem•b'sll]rF f16L9rYllEr1¢r3liRW ttGr CbnSlfiR(W71;!([sCf'iJ1C bs, lerl,ks¢AmJmdrd dnwMhns ksq Mr.glRt; wlbeAgl1w441 LeehmSLv Hreee W.,ow o"reb nknw Auld um:trrart rintrnelbbnlnMtil Ueinu kslp lGtropr.Sprat[rprsr',rtdwgprgmtomprRrrlb(rivMer{aeroy ngrWiltrk4lnpdbtbelnu kraloblW wh wb PVI bKpnssw. hrry rrtrrlblmtWgWev{hbleywtYNdbAm.bO.stitrtrhdyvebla'1yAurr,wp,rwua ereLWadrYdlrrlgn4dlRlih rnnl/hlMdwsldlnedbimt. r..>e.d, rarrn Anthony T.TomboIII, P.E. blA" ty Mt{a dfetree. iA nttnrnabl[0dbrrmtd leActdb tAtq(gwu SM}Id•wr (<dj l.WbAq nldsUl nr rrvly IM rdwt ter .80083 Rehr rrarigrlrtra gedmw. m nlnrrei hlnuG nrw/ xndlaylrhnt htge,lnt hs.p Fgar. dims 'udrJ.u,am 4451 St. Lurie Blvd. WbMux:mnateeliiNen.wln,srvafpm.eo7aAq mm erx•o.rnad ml Fort Pierce, FL 34946 6ppipMO} pIAAIbdlnstet AtaayLLmlrW,Lf. teprodoUiaolrYnduoneot,inall lwm,isprolibord itledrle.dreajemltsinhem blteaiTresses Aoibnyl.Tndollt,r.l. Job russ Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 AO097873 WRCEB2FM 0113 Hip Truss 1 1 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:12 2018 Page 1 I D.o9kmlw63sg7meCgAkvtD6ygZgF-NkpJ WitQpx9jLwiEwz0oRt5mjElfkN94ggnCEuzYPtb 1-0 0 4-8-0 &5 15 12-2-1 , 16.0-0 20-8-0 1-0-0 4$-0 3 9 15 3-0 3— — 3-9-15 4$ 0 Dead Load Deft = 3116 in 4x4 = 1.5x4 II 3x8 = US MT20HS= 3z4 = 1 5x4 11 4x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.18 9-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-11 690 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.43 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.21 9-11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1302/0-M (min. 0-1-9) 2 = 1365/0-8-0 (min.0-1-10) Max Horz 2 = 51(LC 27) Max Uplift 7 = 397(LC 9) 2 = 442(LC 4) Max Grav 7 = 1302(LC 1) 2 = 1365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2907/925, 3-19=-3616/1212, 4-19=-3616/1212,4-20=-3616/1212, 5-20=-3616/1212, 5-21=-3619/1214, 6-21 =-3619/1214, 6-7=-2917/927 BOT CHORD 2-12=-807/2638, 12-22=-802/2654, 11-22=-802/2654, 10-11=-1145/3619, 9-10=-1145/3619,9-23=-804/2665, 8-23=-804/2665, 7-8=-809/2649 WEBS 3-12=0/300, 3-11=-391/1133, 4-11 =-359/243, 5-9=-364/243, 6-9=-384/1129,6-8=0/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=397, 2=442. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 212 lb up at 4-8-0, 67 lb down and 92 lb up at 6-8-12, 67 lb down and 92 lb up at 8-8-12, 67 lb down and 92 lb up at 10-4-0, 67 lb down and 92 lb up at 11-11-4, and 67 lb down and 92 lb up at 13-11-4, and 186 lb down and 212 lb up at 16-0-0 on top chord and 107 lb down at 4-8-0, 44 lb down at 6-8-12, 44 lb down at 8-8-12, 44 lb down at 10-4-0, 44 lb down at 11-11-4, and 44 lb down at 13-11-4, and 107 lb down at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 13-16=-20 Concentrated Loads (lb) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 92 lb FT = 0% Standard Vert: 3=-139(B) 6=-139(B) 10=-40(B) 12=-94(B) 11=-40(B)4=-58(8) 5=-58(B) 9=-40(B) 8=-94(B) 19=-58(B) 20=-58(B) 21=-58(B) 22=-40(B) 23=-40(B) i[qtbrJisrwrhrnu.lf•taDdMS6 S(utrlQljlLllr1111('v1 PlrnliYj[7:7,uuCiLr-Nfli Ws.Ierf,bogNmm dndunnnrunrDnpyugll[QuheEhrl bsugtltdvmtS1enMnnr m srr..,acrrmior..y ibi. er.umr tits at nn.i 1. 0,INis k V.Is. Los imp Lien III. Spill, I.pxer;m ud n in IN nFeuss a RUF .db. pitnOW npnbf rsp.sdeel to u 4sp d d. say. less Mai n ml0D 0 Wa PA lk i•cp nsupm. Im.l m Lwdk? Anthony T. Tombo ill, P.E. W. dtslmsiugld4gbsYrnpulik!ddnd.n A..Osnbrcaynrb.t.1.1 r,rrtseidgAtiiit/ bIKWI.4d1.WNn4dKI 1hW"Wftraw ! din.d6,i.—Jdalla[l srq,.Wdrbr.dbagsdll.hrnNWesit .80083 Ytaxal kt{a u4e.rr•. tinsrb.netr101dbp.mosrfrdJt.esdm pNq[qnd ld.gllno(Id; pihb.lq t>f ai ilU crrhnmbi pod'b' RH Idns Lrnps.tc.sof in»ILLnsasgrr,tinslesp EQs:e rs l.ns rhatir.. nin 4451 St. Lucie Blvd. rfuwlu l[..1I, r[.riO4•d q. xsmlh Apcn nd.d 4lrnr Gsrp Fsr bin Ylflal gsp,oL al7en i>pmtgrN>7 ll otl2lnu wenlbdbml Fort Pierce, FL 34946 gpiF1i01I11AIIKfTresses -Aubgl.IwA/ 01,L1. tepndleiwdskis deeunem,isay fukispailitdwiAenlit rritte.Fermissin6mAdtcilllnsses-AedieivI.Il to111,PI. Job Truss Truss Type typly RYAN HOMES / ESTERO BAY v2 A0097874 WRCE132FM F02 Hip Truss 1 1 Job Reference (optional) n , ruses. Pon Pierce, FL 34946. design d@atuus.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:13 2018 Page 1 ID:o9kmtw63sg7meCgAkvtD6ygZgF-rwNhk2u2aElaz4HQUgY1 z5drmdjFTugE2KXImLzYPta 1 0 0 6$-0 14-0-0 20-8-0 1-0 0 6-8-0 7-4-0 6-8-0 4.8 = 4x4 = Dead Load Deft. = 1/8 in 9 C 1.5x4 II JY4 3x4 = Us = 30 = LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.09 6-11 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.18 6-11 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.13 6-11 999 240 Weight: 83 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 5 = 825/0-8-0 (min. 0-1-8) 2 = 888/0-8-0 (min. 0-1-8) Max Horz 2 = 66(LC 16) Max Uplift 5 = 208(LC 8) 2 = 256(LC 8) Max Grav 5 = 825(LC 1) 2 = 888(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1568/1039,34=-1417/1051, 4-5=-1574/1044 BOT CHORD 2-8=-833/1402, 7-8=-831/1411. 6-7=-831/1411, 5-6=-839/1408 WEBS 3-8=0/293,4-6=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=208, 2=256. LOAD CASE(S) Standard frq M Awmkh. .rr•14M11ISSOrS linWIWIIfU1Sl47e'JIICKmUrrtll0?ltutntK4eIs, fire, hop pnmmdndrdn.nslm,3n.pkt.ryll[L!uaWWI 1Irkfl.rt ermSL nHrrnt 4MsdewMJ.kro,.y lldrr rmeYl," k—ikdrilbk.rYlNrinulmPl4wPr.IR.'AhPx;m,senegrorgremtom/a eorFb,u 4sc'nlr++1.vlWko,lepeYtq,Im,L7+3.hro.¢.whrf l fkLwpnuyts,br/ um., dr 4 <, Im,t gr.u,lbd urr3r ado.b.rro.r sesrdepr wmflbgr..r:icraet.nLmrdawt.y rr dnu hs ' Anthony T. Tombo lll, P.E. 4 f: x Its u4erne u.:smw.arodr. '1 Fndeo, Illd rwkiln. ebrlm,.ditldLtayr.rm7e.dkxq siebhreyn00 a 80083 r>a. ww.ittin F+m,aftrb emGiy(y.mSdelGY.Y.PdrihJltlr df4lmrdnrdkPt ueRlYy,Lrryta3>ndYe,tf,hn,Av r.Ln,kt3rEgerdlm,frlc+o,.a f yrrin. lumfh panbshri lk lrnsdsrt fsymhln br{xY ksprr,nlabSfelErlunrlol e.lt4 lEv]iad 3:as reelddbRsl. 44515I. Lucie Blvd. 1 ii 1t07116Adledlussts-Anle1 1.IwJ18L1.1. b dlaia.dAisbmntes,ua Iva, Fort Pierce, FL 34946 P! t i P< 1 elislrllBBedridellNevnaeepdmisswhloA-I[tolUnus-Aefhmll.boblll,l.[. Job IrusS Truss Type Qty Ply RYAN HOMES I ESTERO BAY v2 A0097875 WRCE82FM IF03 Hip 1 1 I Job Reference (optional) Al FIRM Trusses, Fort Pierce, FL 34946, design@attruss corn Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 M7ek Industnes. Inc. Thu Mar 22 11:09:14 2018 Page 1 ID:o9kmkv63sCj7meCgAkvtD6ygZgF-J7x3xOvgLYORbEsc1 N3GW IA0811 OCMnN H_G IJnzYPtZ 7-M 13-0-0 20-8-0 1-0 0 7-8-0 5-4-0 - 7-8-0 4xt1 = 40 = Dead Load Dell. = 3116 In 3x4 = 1 5x4 II 3.4 = 3.4 = 3x4 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.13 6-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.30 6-11 831 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 6-11 999 240 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. BOT CHORD Rigid ceiling directly applied or 5-3-1 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 = 825/0-8-0 (min.0-1-8) 2 = 888/0-8-0 (min.0-1-8) Max Horz 2 = 73(LC 16) Max Uplift 5 = 215(LC 13) 2 = 245(LC 12) Max Grav 5 = 825(LC 1) 2 = 888(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1488/992,3-4=-1314/1018, 4-5=-1477/997 BOT CHORD 2-8=-768/1302, 7-8=-767/1309, 6-7=-767/1309,5-6=-773/1307 WEBS 3-8=0/268, 4-6=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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=1b) 5=215, 2=245. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 82 lb FT = 0% rc.l, n.n.mn.#.mn.Wi113l11m sntu'Aam[III*WrACWTSnrl-a1T11Q1CNIT"r. h. 1016.ppu4,nd,duln n,Im,7np3nglfC2,rYlh,i lR 0.lLhhimllenk— Ite,e—umail d,W.y nid. maafuLheelhmM.Mh.irukvrlaTep..landllapexmWw.I101i4n.m.vFax.4ma4.oi twMnpWAalbminpAm.i.in:tLryfilamlOC..h, reRlALwl.nuola.n.k gnaa s Niaj ' AnthonyT.TomboIII, P.E ra4aaim,s. swlwxm..y r w e.o....mo.n,.ovd..mt.n A p...a.a.ae.oLmcrmtrt.rxs..urlale.p.d mtwd.aun.emtmt.a.ytwsay..mm.rt a..enyoaUa --80083 mwgk,p. rre...uu.,n..mmodepa.r.rptim,.mt.gcgmosrgar.m papurlhl dutt.:,d.wyp.r InI Ls+.nt,ee.,rrariln.ossx..I..r.py,..tln.+,r.a..,a4, 4451 St. Lucie Blvd Ae.w IE.gafasaa 4'•lq. . hap:nh.rhd IY inuk,.pF*- h aC1IkIQalksgaa,a lnnllax Eq—d yWin urgsl r.lx:n n.idada DII. Fort Pierce, FL 34946 rppilAtOtAIAAllaelinsin ArunTl. la 6r10.1[. Itprdwia.dOnlnaneal,mail farm, isIrak3iltiI-4 1Ikt-rirtupemuvwhraA•I11aalbaues-Whio.I.lembIII,l1. Job Truss Truss Type Qty ply RYAN HOMES / ESTERO BAY v2 A0097876 WRCEB2FM FG1F FLAT TRUSS 1 3 I Job Reference (optional) J coot , rvsses, Fore Pierce, FL Atf4b. Oesrgn(Nalwss.core Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industnes. Inc. Thu Mar,22 11:09:14 2018 Pagel ID.ta7uotTo57oOtNCWmTn2mQyhggX-J7x3xOvgLYQRbEsc1N3GWIA9T13ACDbNH GIJnzYPlz 3 1-14 6 0 1 8-10-3 , 11$5 14 6 7 17:-10 20-6-8 r 3-1-14 z-1az z-10-z 2-10-z 2-10-2 2-10-2 3-1-14 1-14 1-14 2-10-2 Dead Load Dell. = 318 in 4x6 = 3x411 20- 8 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) 0.19 14-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.59 14-15 407 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.26 14-15 914 240 Weight: 328 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 'Except' 131: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING- TOPCHORD 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) 18 = 3520/0-74 (min.0-1-8) 10 = 2480/0-74 (min. 0-1-8) Max Horz 18 = 39(LC 6) Max Uplift 18 = 427(LC 4) 10 = 244(LC 5) Max Grav 18 = 3520(LC 1) 10 = 2480(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3097/428, 1-19=-7883/388, 2-19=-7883/388, 2-3=-1 3412/860, 3-20=-13412/860,4-20=-13412/860, 4-21 =-1 5738/1174, 5-21 =-1 5738/1174, 5-22=-1 5738/1174, 6-22=-1 5738/1174, 6-23=-1 5738/1174, 7-23=-1 5738/1174, 7-24=-12730/1015,24-25=-12730/1015, 8-25=-12730/1015,8-9=-6950/592, 9-10=-2207/233 BOT CHORD 17-18=-50/882,16-17=-388f7883, 15-16=-860/13412,14-15=-1174/15738, 13-14=-1015/12730,12-13=-592/6950, 11 - 1 2=-592/6950, 10-11 =-63/579 WEBS 1-17=-359f7352, 2-17=-2532/138, 2-16=-500/5821,4-16=-1687/195, 4-15=-336/2472,5-15=-909/126, 6-14=929/105, 7-14=168/3167, Continued on paqe 2 WEBS 1-17=-359/7352,2-17=-2532/138, 2-16=-500/5821, 4-16=-1687/195, 4-15=-336/2472,5-15=-909/126, 6-14=-929/105, 7-14=-168/3167, 7-13=-1933/162, 8-13=-446/6085, 8-11 =-2078/215, 9-11 =-555/6695 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=427, 10=244. 10) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 318 lb up at 0-2-12, 141 lb down and 105 lb up at 14)-0, 137 lb down and 72 Ib up at 3-0-0, 210 lb down and 143 lb up at 5-0-0, 291 lb down and 189 lb up at 7- , 291 lb down and 189 lb up at 9-0-0, 291 lb down and 189 lb up at 11-0-0, and 291 lb down and 189 lb up at 13-0-0, and 291 lb down and 189 lb up at 15-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-25=-185, 9-25=-60, 10-18=-20 Concentrated Loads (lb) Vert: 1=418 2=-137 5=-291 19=-141 20=210 21=291 22=-291 23=-291 24=-291 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-25=-205, 9-25=-50, 10-18=-20 Concentrated Loads (lb) Vert: 1=-355 2=-119 5=-253 19=-119 20=-183 21=-253 22=-253 23=-253 24=253 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-25=-185, 9-25=-20, 10-18=-20 Concentrated Loads (lb) Vert: 1=-168 2=-64 5=-141 19=-52 20=-101 21=-141 22=-141 23=-141 24=-141 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=-134, 9-25=-29, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 acq-nnu rne h m.r.%IIX18150(111llri Owl fFtl6 l"erk,lr pm*md rdun mlm," 3ngliMdrLly l Ir<L41Ltd—Ym Wren dnsrr.. u"m,alu..y nw alo,unrrNr.rlyrw u e,elm le grepnpe.s[yr b d..rl rnm o.4rMrL,n.d rxn mr.wrtY rks t4as.itl eymi rlrorry,d L41 Irkurnu.m irg r mrrl deuekilm,regbfyhbrey,dMIbOeRL60 1,I 1Flde f6r{WlkNp•,41Ytln11hQlilCdrYd1 lgle4dltiln ndiblGld 6dleudrfmt tar ,,e.awe.d AnthonyT.Torritio 111,P.E. 80083bMealk,4 dleeen N x„tl Mar101drpmnd rdtlendrkuq(q.m Stlrtr Yrao(tt pl4,Mhnld 41l1 en rehml'a ` ie4 ' Y q,If Yrny iN a 80083 rftl.fuk8e t)efatrtl gede.eanghJl pen nehtL blmeC. r 1111ryetL•mraieee, ad Ya!,frlin,Avp.lm,Inp'r aa ed rmtaae![>r,aht 44515E Lucie Blvd. u[a1.ercutrudatkcr.,I,:,trv.hyu eurwY rn dY nened mL Fort Pierce, FL 34946 6ppit6101616A-Iled Wssts-Aa16agl.IaehaW.F1. bprAwiadArsIK nn,rentlua6isrro6}Bd.i6ende.'nneepereissiuhasA-Itedbusses-AeAarl.ImbIII,ll. Job Truss Truss I ype ty y RYAN HOMES / ESTERO BAY v2 A0097876 WRCEB2FM y FG1F FLAT TRUSS 1 3 Job Reference (optional) At Rgof Trusses. Fort Pierce. FL 34946, design@attruss.com Run. 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:14 2018 Pe e 2 ID:ta7uotTo57o01NCWmTn2mQyhggX-J7x3xOvgLYQRbEsc1 N3GWIA9T13ACDbNH_GIJnzY LOAD CASE(S) Standard 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=-134, 9-25=29, 10-18=20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 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: 1-25=-134, 9-25=-29, 10-18=20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=-134, 9-25=-29, 10-18=20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 r q f fier.ru.m.rr•IluctIIYMfsrufrtar•,utlftwrIer. l4ef li,11- -SIM"! ns rd„,dr..eddyrmin..y dlidr'! mflosst trnNl ri]Io..rL sreirns imp fyr QF.*6p:; e.Sm.0..f illrgmms. nF—dm Fdesrid oPU-q.4. d2i!. or Md sprs* ins bum. m d =.¢ MI IY enpr;w* bdgo LuWSJ Anthony T. Tombo III, P.E. ' dr. dks lmsi.gt Itephriesf.slN dea Ae.IeO•risestrcdsy rtddy r p•,.rdnddr 111,ki Qdr led t dgis4.e RI ingmdd1keW.W !hWmddilms.tl.q eee[iy n sp..W.rdlesel J rrn:,—u•d ;: 801183 r latg trspe uGeetr stossde e r IMPI r pemsd pddtess d r W"heirs.dSddfrl•m Ddj p JIM gold MU snsd snlr p-W Fdo Vsl tifaiLnsptri!lsssdl.trdLbdsEevp, l:ds Msp fepes..tfms r e.sd. dos 44515t. Lucie Blvd. n.. deiddgesere gWq.."4d1Wc .d.a lrsnuas4t ddn¢tceru,Ir p.,I„sb t wcosww rnasu•a i.rsddrnl. Fort Pierce, Fl 34946 op) ii1kiOtDIAAdAwflresses-Anletyl lec6tl0,p1. hprodedieeofdiskum i,onlla.,ispdi3ud.iAendernneepemismbeeA-IkdlTresses-Amboy1.lecblll,IsI. Job T rus5 TrussType RYAN HOMES r ESTERO BAY v2 A0097 77 WRCE82FM FL01E Floor Supported Gable 1 1 Job Reference (optional) p,,.,,, „.— I. v.. - H- Hun' 8A Z0 s NOV 12 2017 Pnnl' 8.120 s Nov 12 2017 MiTek Industries, Inc Thu Mar 22 11:09:15 2018 Page 1 I D:ta7uotTo57oOtNC WmTn2mQyhggX-nJVR9jvl6sYICORpb5aV3Wi01 RZcxg9W WeOsrDzYPtY H- 3x6 FP= 3x3 = 1 2 3 T 4 5 6 7 e 9 10 11 12 13 14 15 16 17 Ti I I I 1 1 I 1 I 1 I I I •• I 1 1 I 1 1 1 1 1 1 1 1 1 1 I I INES,_ ice k:.:i•::Ji}}}44v.':+:.•: r}:-4 ,:?i}':i. •:•Y6: iti.'.'i•i vv i' ?J.'C:.,'..:: iv.}'}'}?::::;'•;'.: }X in4'r.'•i'•: ii i%? 't i..'..+.,. 31 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 16 Us FP= 3.3 = date upsets my)— jt:tage,u-u-tzj, I3b:u 1-ts a-u tzj, 137:at-S,u-u-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.08 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 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 86 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All beanngs 19-3-4. lb) - Max Uplift All uplift 100 lb or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22. 21. 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 7) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard rrn, hm,%14*11,a•a'uutrlua6lsuEnRAuir:unIdumumkioe rnre..,ra.Mr r..y Wia nrimda.d lerk++hllnrrr.sq.rnG,-yr ry..7b„.ri,naar.rr+br+arty.n,a a+,rbr pdwQ+limrger.ria.n..reinl.Irm a.yakly a. ueta Anthony 7.Tombofli,P.E. d•,r nr M,h, 7Anin,twos.}dbGae,hO•w'rwtrr_Mqm•trYdfgM-po,.6unnr.dbltLllQ(eri kW Mlq upollFl.i.q,W dytpld IIIY a,1141m,.diq rOq Ygr..4Wrr•klml udnamr W-1 90083 m 1.li7 M,Ir„wl(mo, II wY, uIMr YrG wind nlu,dp,YFa,dbl.Ifiglgr. Hal Yireull'dW tiadSl(1 u,dn dk p,nd rfa, i!FI Ma,bnyw,elE„d Kndtl,Im,p:yr,l,nr Gu[gnu wrim,Y dedrn,•IIn Ao• t1l,hwlhl[ddgnl llr•iAlhdirk, wnhd hhn,ku ly-r,hUI4I,i1q Dr,ga,i,nr {!dn [Qmdw!Hy Yur iulbnnn Mr911 Lucie Blvd. ztFor,ortPierce, e, FL 3e9a6 ItpdrnindItl, Im ra,i.n1la,aPthihdtirdawIttninn ra erinhe AIhdhr,u,.Als"I1.1r.6N,r.f. Job Truss Truss Type Qty ply RYAN HOMES I ESTERO BAY v2 A0097878 WRCE82FM FL02 FLOOR 8 1 I Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H 1 2-6-0 1.5x4 II 1.5x4 = 34 = 1.5x4 II Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:15 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-r1JVR9jvl6sY1CORpb5aV3WiGTRLcxfH W WeOsrDzYPIY 1-94 2-0-0 0 3H0 Dead Load Dell = 3116 in 1.50 II 1.5x4 II 3.4 = 3x6 FP= 3x4 = 1.5x4 11 34 = 3.6 = 3x6 = 3.8 = 1.5x4 11 3x3 = 3x8 MT20HS FP-- 3.8 = 3x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.40 12-14 584 360 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) 0.56 12-14 419 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 11 = 1061/0-3-0 (min.0-1-8) 17 = 1074/0-74 (min.0-1-8) Max Grav 11 = 1061(LC 1) 17 = 1074(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3390/0, 3-4=-3390/0, 4-5=-4262/0, 5-6=-4262/0, 6-7=-4262/0, 7-8=-3465/0, 8-9=-3465/0 BOT CHORD 16-17=0/2008, 15-16=0/4262, 14-15=0/4262,13-14=0/4178, 12-13=0/4178,11-12=0/2094 WEBS 9-11 =-2284/0, 2-17=-2221/0, 9-12=0/1 516, 2-16=0/1527, 3-16=-285/34, 7-12=-789/0, 4-16=-1 171/0, 7-14=-259/534 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 99 lb FT = 0%F, 0%E km l mnr tr'r 113G B7SS8(SUWl [Cr` RIAU I816110S[11131tK ", ABRITAir, rn rely YorpmJm drt Wsrnrlms ksp3ngp[P,rrlAyI IaMRII14—RMIMnr Yapsater.iu a!Jnr101,aj omwrnrnsu n amrron ms,elnsr syr pe.sluarl eslmv 1 rr mo.a arFawrr mrmraar.raepargs„meamsoo.h.r.nrLne,,pe.*MbdgW="Lsm+rl Anthony T.Tombo111,P.E. I rn,ae,t re.rrunrnrny.aanado u.ro.. smrcdrprrweykHn•,.dmm aaaLrcrrrdr.rx[ wrlxl r rnbarlud WumarlmL.ti ray nxLerr vsrmny.sw a : 80083 rrseyhsjaodreena iD xs tar• rIDDdh powsrpedles do, lanl WI.M 31M. F*MII Ad Wtmrarrnatr arch s IM1I•SrsLnslotitasrwnerelinspsgn,l•ns hsp ry nrlmsmrr.+n. a'ns 44515t. Lucie BNd. ee . v r r lr a laa gd y. • mq h a W.r mares lr In s [. F nv n ¢t r wss n p., n l,n slna [ems. e m wq u matnr n n e rmd m1 For[ Pierce. FL 349e6 bpnilMOl016A- Rod hrsses-Arl6uFl.Irehr111J.t. tepnhaloodAui.meem,infly lagisprnYilEdrilhorsAerrintsFemssinboo A-Iteollasses -ArkenrLboleIII, I'L Job Truss Truss Type Qty RYAN HOMES / ESTERO BAY v2 WRCEB2FM FL03G Floor Girder 1 A0097879 1 Job Reference (optional) 0-1-8 H , 2-6-0 cun: a.1zu s Nov 1z Zu1 r vnni: C.1zU s Nov 12 2017 Mitek Industnes. Inc. Thu Mar.22 11:09:16 2018 Pag9e 1 ID:ta7uotTo57o0tNC WmTn2mpyhggX-GV3q M3wxt9g9gX??9o5kbjFOtriUg3Xgkl IPNfzYPtX 11 1- IGA 1-3.0 H Dyad Load Den. =1/8 in 1. 5x4 II 1.5x4 II 1. 5x4 = 3x8 = 3x6 FP= 3x4 = 3.3 = 1.5x4 II U4 = 1.5x4 II 411= 30 II 1 2 3 4 5 6 7 8 9 1 11 tPPPPPW i- 1111•-fa-fa fi fit•--ti im ko • j 18 17 16 15 14 3. 6 = US = 1.5.4 II 1 Sx4 II 3x8 MT20HS FP= 3x6 = 19- 10-1 19- 10-1 13 9 4x8 = 4x6 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) 0.39 15-16 605 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) 0.54 15-16 439 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 101 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. ( lb/size) 19 = 1112/0-0-14 (min.0-1-8) 12 = 1900/0-3-8 (min.0-1-8) Max Grav 19 = 1112(LC 1) 12 = 1900(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3547/0, 3-4=-3547/0, 4-5=-3547/0, 5- 0=-4518/0, 6-7=-4650/0, 7-8=-4650/0, 8- 9=-2991/0, 9-10=-2991/0 BOTCHORD 18- 19=0/2089,17-18=0/4518, 16- 17=0/4518, 15-16=0/4518, 14- 15=0/4094,13-14=0/4094, 12- 13=0/1245 WEBS 2- 19=-2310/0, 2-18=0/1611, 3-18=-266/25, 5- 18=-1257/0, 10-12=-2272/0, 10- 13=0/1931, 9-13=-262/0, 8-13=-1219/0, 8- 15=0/615, 7-15=-334/4,6-15=-343/547, 6- 16=-265/66 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 926 lb down at 19-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10,1-11=-100 Concentrated Loads (lb) Vert: 10=-858(B) r.. imre..iil n..b[IDgnrsLnfsnlul¢[[nwsAcaanulmt Iimr;it[/CILK.[ri mnleliYv rn9nredoM orlin hp r iflPsm4f II IcY4iLh6mS4aKnnr r r,er.dar nmwr..1 Ylmfa_• m rcrs nLh ,rmmn.at nrirfulmlf[f Qt. simi[Tr.;mu+irr¢m,a 4m wrnPegmi.wn,wmin4,4msap l u Mainmlro.ry.r.I u nI tq Lwry I r.v4emlmrr. iar nmrey.vlrA roeo.,..ma.: r.arcdyx.mwn,lonipr,.mnmerlmRLm t[dmhdl.Y>iNrdfR1 h imd/mi0ldo mtln.dmimL iG IviRcrge.oMG rY.¢I YY y Wn4 Anthony T. 80083 Ill, P.E. m1u k rl. u x,mt.mtdrm = 80083 1littirmtdphbffdmhY(1gnm SEellb o(t6fjphlrlryRdSlU nrBt ta1>. Ifd Fbc VN tlwchrryeei/indFinl4bnf Of,1;nr kLp (ga dhncfla4rXo.aet ffx. w wriir(.1gr q.m hrd lrn nrhri fY lrwG [ hlClbtx7 ks Iv+. F.Iae /ray 4451 5[. Lucie Blvd. f4 w pmni„,S a tomC1!1.•mn Id lom. For( Pierce. FL 349C6 P11itM07016AIlullnues• An1agl.Lcb.W,1.i. ttpiedwmddnd. ra,u.qlw,hproiilirdndoddlrrirtupentituubrAdlcuthnurAcibufl.bats41.L o cuss russ I ype Qty Ply RYAN HOMES / ESTERO BAY v2 A0097B80 WRCEB2FM 1`104 I Floor 1 1 Job Reference (optional Al HCOI trusses, Ton Tierce, rL s4a4b, oesrgnIgIalwss.com 0-1-8 H , 2-6.0 Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Thu Mar 22 11:09:16 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-GV3q M3wxt9gggX7?9o5kbjFMirhpg7Fgkl lPNfzYP1X 1-3-0 tea o Dead Load Defl. = 1/8 in 1.5.4 II 1.5.4 II 1.5x4 = 3.6 = 1.5.4 II 3x4 = 3x4 = 3x6 FP= 34 = 1.5.4 II 5x6 = 1 2 3 4 5 6 7 a 9 10 11 9y4 30 = 3x8 = 3x8 MT20HS FP-- 1.5x4 II 3.6 = 4.6 = 1.5x4 II 19-2,12 18-10-12 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 14-15 676 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.46 14-15 492 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 95 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1029/0-3-8 (min.0-1-8) 19 = 102910-0-14 (min.0-1-8) Max Grav 11 = 1029(LC 1) 19 = 1029(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/0, 3-4=-3208/0, 4-5=-3944/0, 5-6=-3656/0, 6-7=-3656/0, 7-8=-3656/0, 8-9=-1077/0,9-10=-1077/0, 10-11=-1079/0 BOT CHORD 18-19=0/1914,17-18=0/3944, 16-17=0/3944,15-16=0/3944, 14-15=0/3944,13-14=0/2641 WEBS 2-19=-2116/0, 2-18=0/1430, 3-18=286/12, 4-18=-1033/0, 11-13=0/1429, 8-13=-1 730/0, 8-14=0/1 122, 7-14=-318/0, 5-14=-703/134 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. re4t.lbde er,e l, „m. h'11 Ixa n3ss0iuu0-t ¢rul lruu a rcrmcncnml-crr; em(n1FFAIV b c imy Ydr I.Mm d rtd un.01 trm 7rsp 3nq (fCP u h edq 11-6411 td—Led "Irr nr meal eN.M1r ddy. r m..y 4lhiraro,Ii111mYeW rlb nr4.neeIs. 1.1ku'I¢.pe.11e:.1tEn—I'mmlmen murtsn.mpc,ilk piy,ud grrgnywltltt S,., bspdd sy,1-61@emile mo.lt..ed RI L,Inpd,rgeua.bdqudn.L,rddtl Anthony T. Torntro III, P.E. d.Ld]fmlkgMWgM1bnlpLYnd4ANYanne. b'td¢1rbWLgkLp}tknmddOraLLa:i6Ydi.'f>in4dlFl.bgtnrtld6lMd.WenedYIns, Wgbee l.Mtq,.b0db"dk qufMYMl.iWtd 280083 It, kigInpd.efcxe. er."toede0.10dr.rrm"dpd!b.,dIn"(eq.mLnr1S• Mf,,rllAdby ModWeantx,x,1L fmpl.,IMlo.,L,dtcHn,Wtnr e f. 1- N".. Liss pl?mdrrntlnd,:o,ans 4451 St. Lucie Blvd. e1. dine!ileca agrdq a""yrorr milid. re Inge1,?1q"bICIbW rwnp.,.i„tlambpmd rrW mmwa,<•mndtd.e.ml. Fort Pierce, FL 34946 OppirYt01OIAAIfedhesses-Amio.yI.I* ds1I1,11. teprobaiudthisitemem,inultrmisproiibhileitlemlie+riaespemissirhmAdtccllresses-Ambay1.lodeIn,Ll. Job russ Truss Type QtY Ply RYAN HOMES / ESTERO BAY v2 WRCEB2FM F1-05G Floor Girder 2 1 A0097¢81 Job Reference (optional) M 3.3 = cun: 0 1zu s Nov 1z 2u1 r Print: 8 120 5 Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11.09:17 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-kicCZPnZeToOShaBj Wcz8xof9F9VPflpzyVzv6zYPtW 1-5-12 3-2-8 3.3 = Plate Offsets (X,Y)- j1:Edge,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(0at) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 5 = 942/Mechanical 4 = 942/Mechanical Max Grav 5 = 942(LC 1) 4 = 942(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/1199 WEBS 2-5=-1411/0, 2-4=-1411/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-300(F=-200) Concentrated Loads (lb) Vert: 2=-929 Ytq rim. &.0 v,M.Oi'r ri 7111AS8 jilt[r QHlll l!qS t (CUFitlr1 tISiO.lil'[I}t(W UlIEY:Si k. rv;. ku* Rrabt r id.o+. m+iMr Orq Rny(;Opl rti LL5q I, I W.11 [ Idum 9rri 1dn w Wv uenu uhl w M 110. r. d n aiYYltlrM rl lr.InrAv rym[,{prc E we„ d.g6 nnvs+cq u 6Fh W..mymrhMMgdwufm krdrYPJoh,dnlM1l, fk4upoueyao,Y/qutln,fdin Anthony T. Tombo III, P.E. ra+rna.y.b+g4 C.+e.aD.d.e._bye+.ar:t....d nr.wmharryrrrgwrrurrpnaarlHr Gu nrns,.eay.o a..xa.rr aa.aRNw7 dwrykywd[wn.. urvre...yrxrrrmmrrwu bGat;cw..seMr.scrlCsgrrNw[ nrun. meNrt.oat.r mars srra ndwn+aon G• a 80083 Ao.u Ma1Mr[dq grel M1.:.t1Y[hAMn.nhd hLm kur Egav h.]IYGifll4vp.•i ni t!Wa[ru.}ldlq 11,M1.i:M r%n rnnk5d.1r11. ..,' r^r Gsq [+n,rimrll.hce.,m 4451 $C. Lucie Blvd. Fur: Pierce, FL 34946mryMQ11161-I le111ntur 4ctYu1 L Iwb OL r.E. Iepe4nur d iF.is lemrd, i. n1 Mom, a Ctlrluri rBkan Ce .imn partissir her. A l i„f lnur AVYee/ 1. hcb @, r.l. Job Truss Truss Type Qty Ply RYAN HOMES I ESTERO BAY v2 A0097882 WRCEB2FM FL06 FLOOR TRUSS 8 1 Job Reference (optional) r yo. I rusws, ron r[e . ra_ —0, --- 0-1-80-1-8 H ! 24-0 1 1.5x4 II 1.5x4 = 3x8 = 1 5x4 11 1 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:17 2018 Pa gge 1 ID:ta7uotTo57oOtNCWmTn2mpyhggX-kicCZPxZeToOShaBI Wcz8xobiF3MPZOpzyVzv6zYPtW 1-3-0 2-0-12 2-0-0 3.3 = 3x4 = 150 II 3x6 FP= 1.5x4 11 4 5 6 7 8 11 r Dead Load Deft = 1/8 in 3x6 = 3x6 11 54 = 9 10 11 12 3x6 = 3x8 MT20HS FP-- 3.3 = 1.5x4 II 3x6 = 5.6 = 3x8 = 19-11 20-2-8 19-11-4 0 34 Plate Offsets (X,Y) - 1:Edge,0-0-121, [12.0-1-2,Edge], 14:0-2-0,Edge], [15:0-1-12,Edge], [19:0-3-8,Edge), 21:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.35 17 682 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.48 17 494 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 101 Ib FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T1: 2x4 SP M 30(flal) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 12 = 1086/0-2-12 (min. 0-1-8) 20 = 1086/0-6-14 (min. 0-1-8) Max Grav 12 = 1086(LC 1) 20 = 1086(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3464/0, 3-4=-3464/0, 4-5=-4395/0, 5-6=-4395/0, 6-7=-3934/0, 7-8=-3934/0, 8-9=-3934/0,0-10=-1162/0, 10-11=-1060/0,11-12=-1162/0 BOT CHORD 19-20=0/2036,18-19=0/4230, 17-18=0/4230, 16-17=0/4395, 15-16=0/4395, 14-15=0/2820 WEBS 2-20=-2251/0, 2-19=0/1578, 3-19=-255/0, 4-19=-848/0,4-17=-162/606, 5-17=-305/43, 12-14=0/1543, 9-14=-1833/0, 9-15=0/1232, 8-15=-290/38, 6-15=-874/3 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 ney-rim. dam! [e.n.h•e 1lxl n1ss3 slu9jm;ut fled r caran(nosrxi a1:ruernn;urd rr rv! N dn, d nedr!.n!1., rr.s glrt o e, arrl iruarl rd,e.! sr!n.s,., mn!ae-.ur dr3.ee mr,.ti Wi,Y[tueta ea, wdkeulhtrtHnee,bl 1,elm!hn+IyY1,j1[•sIC.9,I/.ML,W[I Hr ita,elrrumnefQF:CtdbNdndd ee{tubl R,PxldJt Sro,IKpdee{eye inn l7mind.IOe etlr eel.IKI IY LYpnnotem lery[r9wi,nhlltt Anthony T. Tombo ill, P.E. ereed him,.iwr no.[u!bwdc.o en do.>n,norudyxe hledenrGexµe.oemm d!.Y44 O d0ehdlnlq;e4edPl1 6 in,dldlDldnOdJnedhlm alKnll 9[.um7dadMey Nlnoen!rydinA : 80083 W.I.Ml uteeMa-,uirnh,modur[me,telpldondin4dey(gewasefinl>Ito.7dpWAd4TMWWu,rd—lt.prdplaefilYSr!i:eyrse}yt.lit,eilimayr,l:n,Onpgrn.lfm!4etetn,us, 4451SLLucie Blvd. rfudu lehwllrefesedyed eener,m hdl renn.,d,ri fklnls[!tu EgenlslCl61e7yrecpe,xla:sSM1lei,en deq pl!>f a•[q;y lNY, asn Mallo Rtl For(Pierce, FL 34946 Gpllipil0} 016Adfedlasses-AodegLieebelll,ll. top,ededioullhsAemneeLnnglueyisptoiiidedri0eetlit wnneeFemisimbee bllcolhisses -Aet6eo11.Tonto III, LE. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0097883 WRCEB2FM FL07G GABLE 1 1 Job Reference (optional) At Roof Trusses. Fort Pierce, FL 34946. design@altruss corn Run, 8.120 s Nov 12 2017 Print 8 120 s Nov 12 2017 M7ek Industries. Inc Thu Mar 22 11 09 18 2018 Page 1 ID:ta7uotTo57oOtNC WmTn2mQyhggX-CuAanlyBPnwt3r90GD7Cg8KnNeRY85TzCcE WSYzYPtV 0-1-8 H I 2 6 0 I 2-5-4 l I 1-3-0 1-3-0 „ 1i 10 1 e Dead Load Defl. = 1/16 in 3x4 = 3x6 FP= x4 = 3x3 11 Us = 2 3 4 5 7 8 9 10 11 12 13 14 11 I 01, I1 29 O 2 Y 4\+. 4\ ++55. Y+'++\+'• ',r/i"fff,.;:^.;r.{•:•w::::.;.::::::::::::::::::::::: C;'., } J;k},.; .++\.+.:: .'Cr •..+ .x.. ?' r.y y rr: J:"Yii?:'rT ?'riiit:::i:T$:tiTi: ro-\ Wi::•'v:•+:?iiivr.+>:.:.:>%v.+:z•`+4\w.rx.b',,,#i:{•iiii:;:::;':;'`r:>:i:,••.:>?:::i%.:%d:ii:.:.:t.:<.ii:i:::.i:S:i.:•ii:.i:.: •: • 19- 11-8 10ir12 11-11$ 13-3$ 14-71 15-11$ 17-3-8 18.7-8 19-11-0 10612 14-12 1-0-0 1-0 14-0 7 1-0-0 1-38 Plate Offsets (X,Y}- f1:Edge,0-0-121, [25:0-1-8,Edge1, [27:0-1-8,0-0-12), [29:0-1-8,0-0-12) LOADING( psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.12 25-26 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) 0.21 25-26 583 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 23 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-S Weight: 98 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-" oc bracing: 22-23,21-22. REACTIONS. All bearings 9-5-12 except fit --length) 26= 0-6-14. lb) - Max Grav All reactions 250 lb or less at joint(s) 15, 22, 21, 19, 18, 17, 16 except 26= 651(LC 1). 23=1564(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1562/0, 3-4=-1562/0, 4-5=-1562/0, 5- 6=-1562/0 BOT CHORD 25- 26=0/1 115, 24-25=0/1 562, 23- 24=0/1156 WEBS 2- 26=-1233/0, 6-23=-1860/0, 2-25=0/494, 6- 24=0/553, 5-24=-318/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 842 lb down at 9-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-10,1-14=-100 Concentrated Loads (lb) Vert: 6=-842(F) Yaq rmft o'ol.e.•144a 8FS6rYL(rl.5r;u(IMS t(CWM1S(r9C1rWrjcc[A39Ur.Rr M. rd.!kilpin— l.11d.d,Onim,Grs*r.q (i2FJrx We, I I.WLI! rCn.a fled(a. m trSu cermc=W.G 114rh w; dm.0. de, oN h.sdtrMlp...di lsrlm, A+r x.,P,-snm trpee)m,d.grr nrnv"r v.i.m.,e c,nr.,saE>+u!dwrvp4or I. t.,gGr.allr.n,.[. ml rr k,peayl.+, ., mdn Anthony T. Tombo III, D.E. td dmhn,h gCFhle S.nq ni.7dd D.in,i.0•.e',crM m.te t*:eq rn4,... t. u:.ed4.4L 1.1(d}lade/4{uddlM. le glnWl i:9 Igkllw.l e.Im, .hlq r0 Y.rS...,kL Ikq ud eln.+M+v7!.I 80083 n 4lrq A,g.,df.ear Jrn,tl...9.M.1 d Fcu,.lpbl.,dda tdq lW.. Sdaf l2.ces11;$F+YuNH111 dSt(l nrdxr.NMl..rdpYu I!FI Ma.hn:r.mt3nd Me4Yl:m Aye•irn, E.v}dlm.Y.fi[ .,d.n m.. wkyNn,.(mbQ.N...,gap+n..d N i4Ln.kultr.evoc lmwlyky.,.1m,s.uu[....d.;way L+.ymWNtn....k[.r.tnl 4451 St. Lucie Blvd. Fort Pierce, FL 34946 cypgMQ lUlEAlteclLnu, ActicorLlwE. el. r.f. Iepid.din cl lFi,iaomrm.il ufln,np1l.lBei.df„It1e ..mn rams. h.Ad bcl Lc,ut le heryLGe6o 81, i.L Job rusS Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A00978&1 WRCEB2FM FL08 Floor 1 1 Job Reference (optional) r r r Rur . rusv.-s, run rerun, — --.. uevyrrUu n i uuaa wnr 0-1-8 H Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Thu Mar 22 11:09:18 2018 Page 1 1 D: ta7uotTo57o01N C WmTn 2mQyhggX-CuAa nlyBPnwt3r9OG D7 Cg8 Kl3eP0876zCcE WSYzYPtV 11.50 II 23x4 = 3 2-1-8 0a0 1-3-0 r0-4-0, Dead Load Deft = 1/16 in 1.5x4 II 5x6 = 4 30 = 5 6 7 1.5.4 = 5 A 2 34 = 11 3x3 = 1-5x4 10 II 9 8 3x4 = LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) 0.11 11-12 915 360 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) 0.18 11-12 580 240 BCLL 0.0 Rep Stress Inu YES WB 0.27 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 7 = 475/0-3-8 (min.0-1-8) 12 = 475/0-6-14 (min.0-1-8) Max Grav 7 = 475(LC 1) 12 = 475(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-788/0, 3-4=-788/0, 4-5=-432/0, 5-6=-432/0, 6-7=-438/0 BOT CHORD 11-12=0/735, 10-11=0f788, 9-10=0/788 WEBS 2-12=-813/0, 7-9=0/573, 4-9=-695/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 46 lb FT = 0%F, 0%E V-4 1.'f l IM nfit6i snnry ¢fEfu awl rota rcnnnlrtln7; em[nxueT 1— loft kdr rmJn d d dr nt linr lnp Yngtl[Ljr v lA i l lrh itt t Ohr:r 3Ln Kn n. mr ee .na ua e m m..y Wldrrvjaaf stL. rll hrblrn..all!rtrnf eegrfq.pr,iprtthp`, r ulegtAlr4onn u>:r1 r hrdd 1grntnighr r 4tp14a r tnsgmlrr 6101 Ir. wl PA Anthony T. Tombo ili, P.E. d/ L11!'llmfar Wlynhru 3 A,ibO•u0.0—',r=TWgdl1W dmIZL6ldYhdi>q;.4.dTPA. 11 1 NiblYdwhNn Yfnit 0l7hllr}t1t f.M7Nldkc+tll hYn!pYllhi 480083 rtiryhrpnd4Cttl.tl. artpd M01dhpOurrfrl+udCflrl(prtaL'h1w(I(StrlhJefNnldYUnr/erul'fmdrl>sefilhlrsL•rryma#n flan[Llinraorr.Lnfkspi xvrr!(rnrYwdr.*,ant 4451St. Lucie Blvd. rsa.lulLrlfr[+Yr4gedr nghdlpuwrhrihlmsh¢[lenhl[ICetfls)kya,t+uslo+Er.C 1lriuoawx:nneliel 1nl Fort Pierce, FL 34946 fyppifh107D16AItwfhnses AnlogLbch.l0, 1.t. lepnbdia+d 110 1+mnem,mal lum,isrraiil0d iikn de vrinn pemisslm beeA-1 teal tenses- Anhwt L leoblO, P.I. o Fuss Truss Type ty RYAN HOMES / ESTERO BAY v2 A0097885 WRCEB2FM FL09G Floor Truss 1 1 Job Reference (optional) A i Roos trusses. Fort Pierce, FL 34946, eesign@a l uuss.com Run: 8.120 5 Nov 12 2017 Pnnt: 8 120 s Nov 12 2017 MiTek Induslnes, Inc. Thu Mar 22 11:09:19 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-g4ky_5zpA42kh?kagxfRDMtww2mQtXS6RG 3 zYPtU 0-1-8 — H, 2 0 I 1-3-0 I I 2-5 4 1-3-12 0H8 J12 l 1.Sx4 II 1.5x4 = 23x4 = 1.5x4 II 1 Sx4 II Dead Load Defl. = 1116 in 1.5x4 II 1.Sx4 = 3x4 = 6 BL e• E° ri• 9 8 3.4 = 3.4 = 3x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.19 7-8 666 360 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.25 7-8 493 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* W1: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 1294/0-3-8 (min.0-1-8) 10 = 690/0-7-4 (min.0-1-8) Max Grav 7 = 1294(LC 1) 10 = 690(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1710/0, 3-4=-1710/0,4-5=-1710/0 BOT CHORD 9-10=0/1214, 8-9=0/1710, 7-8=0/1476 WEBS 2-10=-1342/0, 2-9=0/813, 3-9=-424/0, 5-7=-1927/0, 5-8=0/258 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 922 lb down at 9-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 5=-842(B) 3x6 = PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0%F, 0%E rear Mr tlemdhnm+ tk% 1130 n1SSESI'SI3nRr--W RIMS rtOF CCISIDIti n7;ItumMlr I.. hi( appnem rrtd Wn radw" kwq(1 ;rh lAyl (nrarl bums Wn.- Eh,dx.w mW a m 13,my 16t1suaamrr,Q,sdnstallh:bIXt- it UrirRsfkslp lrpmeps,flru 6pes;m,nlmsq nl nfesmsmsml i It III phsmrss q-1O-Weer krtr hsp III tr,a$I lms Lhmsmes lDD m¢.wh Rl. lk trip—*- lrgnmmst,rJiQ} rnesli tm,hmlWlnlhhinp:dJndoefMo.trO.aisbvdrpn6Wl Agr•..trim inslorllLisQ;rmbdleYq;dsrRSih MSNdhSNrwh7lus0mim,.ai64Fr4wp..Od"N!kegm6rmrup—MI!sl Anrt'onyz8008T. oltl,P.E. fsrt" gk,;sr(m:me.u-,ION. NTM s>tns pmmr plsls Mm kgq(gs®4@M} Wmpnl)NkW3j lw r sl(1—ftntrrl P^4ph-IM11ml.ssbmpnatinml MLnlLlintM hn, x80083 Amulturyrfaae gesl nmeermrhA peas lnisd hems h,s Egmoh eCldla't h:gse,nL nSlvaEspase [sq sAlq amtlldYsnnnMrlklRl, ° ksp tgrss mslms Mnfn.ss,mns 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Gppirh0HlAAIled lists•Att1uTl.labs In. PI. ttrdeciesofAultmntre,osay lmm,ispolUdeiliontit minapnmissirehsmAdtea hmts-AcAmrl.lnstain, ?.I. Job Truss Truss Type Qty Ply RYAN HOMES d ESTERO BAY v2 A0097886 WRCEB2FM FL10 ROOFTRUSSI 10 1I Job Reference (optional) Al Rqof Trusses, Fort Pierce, FL 34946. design@attruss cam 0-1-8 H , 2-641 1-3-0 Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:19 2018 Page 1 I D:ta7uotTo57o0tNCWmTn2mQyhggX-94ky_5zpA42kh?kagxfRDMt?02kJtYb6RG_3_zYP1U 2-" 1-3-0 1.5x4 II 1 5x4 = 3x4 1.5.4 11 1 5x4 11 3x4 3x6 = 1 2 3 4 5 6 o• e• 9 30 3x3 = s' e• 10 3x4 = 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(Oat) BOT CHORD 2x4 SP No.2(Oat) WEBS 2x4 SP No.3(8at) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. REACTIONS. (lb/size) 10 = 571/0-6-14 (min. 0-1-8) 7 = 571/0-6-14 (min. 0-1-8) Max Uplift 10 = 286(LC 8) 7 = 286(LC 8) Max Grav 10 = 571(LC 1) 7 = 571(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/1581. 3-4=-1188/1581, 4-5=-1188/1581 BOT CHORD 9-1 0=-1 146/944, 8-9=-1581/1188, 7-8=-1185/977 WEBS 2-10=-1044/1267, 2-9=-592/332, 5-7=-1071/1299, 5-8=-539/287 NOTES- 1) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI. DEFL. in loc) I/deft L/d TC 0.42 Vert(LL) 0.19 7-8 669 240 BC 0.79 Vert(CT) 0.09 7-8 999 240 WB 0.39 Horz(CT) 0.02 7 n/a n/a Matrix-S 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 286 lb uplift at joint 10 and 286 lb uplift at joint 7. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3xa = PLATES GRIP MT20 244/190 Weight: 55 lb FT = 0%F, O%E rvq Farah.. hr 4-rr'r 1t90F set e111011 heraet tfiVK1%MW ns WSAer.rt+ dtrindltr,af elfin w:a tnt e.an ndh, F. ilia. N I'.!—"I.P .pr.seodl tap-i.3red..r rll,yntm. r- d b rdxa.d ePatilrnpnllQ*[a m ad4 tayr T—hial:d was 0.1l,.de lnl Anthony T. Tombo 111, P.E. e/adblmtarq Wl.thhmrrruld;doeam.dOrntaendnf arl Ifxt pyprr,tarmm dgl6,ir!166d1xfxl nlr.l lFl isr mddhlaldntrH nrdar inx..Laq lr!}trgr. uaWrel k..{tKnYnyeWlad z80083 rr Wq h sd leQe..LI—low.F.Most. roaat.s rdltrndta k"segeed Wail aYe(<of,tihtlrlh f!1dUlAor:d nr1' Imdr.ln. Inl Minaft W.1iftnothlus hnthur,h.t"Eq— d rmthMe*a, eht 44515t. Lucie Blvd. e.. r er.r tl.d,d gads... g h a r• a nrl lr leu our (.. n ¢t r r. wr.,.I,:t tmx ( d m ws u r a r a ta,N a rnl Fort Pierce. FL 34946 6ppipM0704Ad lint Imses- Willy l.I.cbeIll, r.r.hpredersic.ofriisdeemem,mnlIva, isproiililed.irkeltit nneeFermissinhem Adleofhnses•Aothnrl.IatsIll, r.l. Job russ Truss Type tYply RYAN HOMES I ESTERO BAY v2 A0097B87 WRCEB2FM j:L11E GABLE t 1 Job Reference (optional) Hun: e1.1 Zu S NOV 1Z ZUI / font: 8.1 ZU S Nov 12 2017 Milek InduSUies, Inc. Thu Mar 22 11:09:20 2018 Page 1 ID: ta7uotTo57oOtNC WmTn2mQyhggX-8HIKCRzRxOAaJ9JmOeAgmZQFzSGnc5NFfwjdpWRzYP1T m 4 5 3x3 = 6 7 e t5 14 13 12 11 3x3 = 10 1 0 280 4-00 54-0 li8-0 8-001 94-0 10-90 1 4-0 1 4 0 1 4-0 1 4 0 1 4-0 1 4 0 1-0-01-5-0 Plate Offsets (X,Y) - [1:Edge,0-0-121, [19:0-1-8,0-0-121, [21:0-1-8,0-0-121 LOADING ( psf) SPACING- 2-M CSI. DEFL. in (loc) I/clef! 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 10 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S Weight: 50 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-M oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 10-9-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131- X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard hq rlm.Oxs lr n,M.r'1J IG7IU48('L'::r'R6`U11:U51:CU1DK (R1C4,R1'll jl:W(l[EFYtfI-M. rotiku*Is.aGmdid.ur tm rmslcq knq,W,W,lrryl 1r410( Ide-11vok '.0 bkuoem""I"" PA. N, Widr byOf rx7k-uiYr1H.M.4i h.Lmr Ruh' •(i. Sprel(gw.}4ud.gli np cgruetrPenes rnNuye a11n40rYvr/ruij.imik4cilmilim0,nhi llll hk>l nwy.o,Yi ln. aa M I drdssstrns.rO h6nyrsGbiiwC..c,e.Cn:swem_.Iyn.aMllq As...rrse/Mn4YKrtrl.l WgwdlM.h*nnldtrl!IrgYdl.vdra lms.00063 u.,. sW.. lkq Wurany.s.L11 Anthony T. 80083TombIII, P.E. aiq r Mil Mupi. l (.rur Vrrulw.Yrp.IM Kcm dpblerdbLdEgfapi+Slfi lixe (tt9Ip4 Ye4i11d SI(1 ni4xrNYl..e pYn IRI Marrnyneiindi.n4Mh.n M:,hw dv!gendimrYN.Gxo,wlm rb wIA.Aq. 1dd rd 4451 St. Lucie Blvd. 4 Th'H+rNgP'`nwl,A hhmkurt.ono.]IrMYlOeyn,.inrS;N.[q eA;MrI ltu{idt nnnldri.Rll For*, Pierce, FL 34946 eryrylttJ111iA1tedlnsses AEt1 I1c 6x01.r.E. IepebamdRislmom,i.oiler,npebibir'd dw the .iulnrnmssomhis AIIWlinter -Wheryl.luahlil,r.1. Job Truss russ I ype aty Ply RYAN HOMES I ESTERO BAY v2 A0097888 WRCEB2FM FL12 FLOOR 1 5 1 Job Reference (optional) Al eagot i russes, rort rierce, rL .a G, aesrgn aea r wss.cwn 0-1-8 H1 2-" i 34 = 1 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:20 2018 Page 1 I D.ta7uotTo57oOtNCWmTn2mQyhggX-8HIKCRzRxOAaJ9JmOeAgmZQDKSBxczPFfv4dWRzY 1-" 2-1-0 1-" 3. 4 = US FP= 3x4 = 4 5 6 7 8 N- 8 Dead Load Dell. = 1116 in 3x6 = 9 10 11 I0^ 211ai R T3x4 = 3x6 = 3x8 MT20HS FP-- 30 = 30 = 34 = 3.6 = LOADING( psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TIC 0.25 Vert(LL) 0.25 14-15 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.34 14-15 733 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.06 12 n/a n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31(8at) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. ( lb/size) 18 = 762/0-6-14 (min.0-1-8) 12 = 757/0-3-8 (min.0-1-8) Max Grav 18 = 762(LC 1) 12 = 757(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2467/0, 3-4=-2467/0,4-5=-3244/0, 5- 6=-3244/0, 6-7=-3244/0, 7-8=-3244/0, 8- 9=-2487/0, 9-10=-2487/0 BOT CHORD 17- 18=0/1436, 16-17=0/3058, 15- 16=0/3058,14-15=0/3244, 13- 14=0/3068,12-13=0/1465 WEBS 2- 18=-1588/0, 2-17=0/1 139, 4-17=-654/0, 4- 15=-68/489, 10-12=-1609/0, 10- 13=0/1130, 8-13=-042/0, 8-14=-77/481 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0%F, 0%E iecq tihist , mld mmr,0 arar. ea.rm"undmrrnn nu aeinursmteprePi.4 rboutbv+•.rnu4mm.r oudrepnmropnlyn,r.wWm! VIM Iam.p too.wrMi.16dera npnr'girrfr.mn.er4j AndeonyT. Tombo 111, P E re.arinsr.rwcwnmm vtae ro.,.ro.nreocde r,mr.uyoesmr..memo+mmbarrmrdtrgnertM rnrd+mmr.win.min.lrgr.e sr r.e.rkRyusoem.ynr z80083 mra'etlrrsFcrts.aa. tsoMerlmrmpmsd EeedmlAq(gamtlrpNoeerPOf In4lNArlWnNxsNltpetl{•4 IM1Ied.tlertsNea/s+srl.mf4hmdsq.,ImslnpFqurfms6Met...kn 4451St. Lucie BNd. e]tlm l8rpr!o< ea e7sd w..r0erh r.:n YseheL hinsr hapr(ry.tlhlClmlLLy ksle,.In:sSpae Eymfeq Mlrr NaDtl.nl4:n n.Idal Yt01 Fort Pierce, FL 34946 Qppilki 0 7011 bt laf losses - Aarlaq t. lee5e ill, r.l. ltpiebdia of Ois Aameen, is as fees, Is praYiAitd ritheer tle roues pereissia hew Ad lad Tresses - Aethany I locta Job Truss Truss Type Qty ESTERO BAY v2 rl-7R. HOMES ADD97889 WRCEB2FM FL13 Floor 5eference optional) 0-1-8 H , 2-6-0 1.5A II 1.5x4 = US = 1 7 Nun: is 12U S Nov 12 2U1 / Pnnt: 8.120 S Nov 12 2017 MiTek Industries, Inc Thu Mar 22 11:09.21 2018 Page 1 ID: ta7uotTo57o0WCWmTn2mQyhggX cTsiPn_3iilRwJuyyMhvinyDLsPOLLfPuaTA3tzYPIS 1. i 1-&0 1 1-11-0 1 1-&0 1.5x4 II 1.5x4 II 3x4 = 1.5x4 II 3x6 FP= 3x4 = i A c e I e Dead Load Dell. = 3116 in 1.5x4 11 US = 1.5x4 11 S1 34 = 3x8 = 3x12 MT20HS FP= 3x3 = 3x3 = US = 3x6 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.43 14-15 575 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 419 240 MT20HS 187/143 BCLL 0.0 Rep Stress [net YES WB 0.80 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 102 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1130/Mechanical 18 = 1130/0-6-14 (min.0-1-8) Max Grav 12 = 1130(LC 1) 18 = 1130(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3645/0, 3-4=-3645/0, 4-5=-4762/0, 5-0=-4762/0, 6-7=-4762/0, 7-8=-4762/0, 8-9=-3645/0, 9-10=3645/0 BOTCHORD 17-18=0/2129, 16-17=0/4509, 15-16=0/4509, 14-15=0/4762, 13-14=0/4509,12-13=0/2129 WEBS 2-18=-2354/0, 2-17=0/1 677, 3-17=-254/0, 4-17=-955/0, 10-12=-2354/0, 10- 1 3=0/1 677, 9-13=-254/0, 8-13=-955/0, 8-14=-115/688, 6-14=-311/12, 4-15=-115/688, 5-15=-311/12 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard rry rha,IryYi n,x. tr'u[r4.WrzLn,(a(Ijj ul:umn(I1R1r n9WnML1rhr. to" l Iwe,u[ ldemaeld.,.0 WvdYn,emwtrTiL wh Wld,war pW as 4neil.trlra.4.id l,. Ln, Mar Cr.Snd1F.,wer),r,dwwi Ci„r,s,wmrwudrpmad wrmNnpwdW 4itr dr I,r., I dne/r,M,gtrliq¢1.ngwe3ndtr Owe,YC•w',wtrr d q,wwr4Ygti r,tr,emitr OLtrt(rtrlx,r vrlrr iaOlwtrl wh, relpl. hkxr a,aYan,Yi aw,,wwltl Anthony T. Tonlbo III, P.E. n 4 rlsnu.uan w, w,.trl9rr 4r4 uwd1111 h wriltrlllrgldlrodr M, rigr o,*.rhlwwdk.q udwtr mlwAe;it 4 rMw Fm+r rw.,dr4r(.xw..srr; rr.n q wl.arsu(., rd—db pwdrW., ou er,r¢v snrlr,e,i h.*.,u., eu4!wrlm,Il.a.e=n, rn, - 80083 ao.:a krlgrtrxl*el w..rSrhdpYn 4nM1 141m M*tgavhglis,urg M p..Irn, (Im.tgwodw. wt uuFdd z1W.,—.eW.TRl 4451 SL Lucie Blvd. For, Pierce, FL 34946 eppgN01A1{A-I 1wlLnut lril.ry l.lew4 CL f.l. Irpe/.nwrdlkillmwttl,i.alfor, it prliTud.iRrlt:emdin pawis,ir kewll 11d1Imul-Aeilery l.Ivm IA, 1.[. lob I russ Truss I ype Qty ply RYAN HOMES r ESTERO BAY v2 A0097890 WRCEB2FM FL14 Floor Truss 6 1 J Job Reference (optional) R, rtgo, , russes, run nerve, ru .a+ , ues,gnUu a,uuss.w,n 0-1-8 H 1 2-&0 1 Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Thu Mar 22 11,09:21 2018 Page 1 I D:ta7uotTo57oOtNCWmTn2mOyhggXcTsiPn_3iilRwJuyyMhvinyHjsPvLLOPuaTA3tzYPtS 1-6-0 „ 2-1-0 „ 1-&0 3x4 = 3x4 = 34 FP= 4 5 6 7 8 4-8 Dead Load Dell = 118 in 3x8 = 9 10 11 216 9Y 3x6 = 3x8 = 3x12 MT20HS FP-- 30 = 3x3 = 3x8 = 3.6 = 1.5x4 SP-- LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.42 14-15 598 360 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.57 14-15 435 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(8at) 'Except' T2: 2x4 SP No.2(Sal) BOT CHORD 2x4 SP M 30(8al) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1136/0-3-8 (min.0-1-8) 18 = 1142/0-7-4 (min.0-1-8) Max Grav 12 = 1136(LC 1) 18 = 1142(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/0, 3-4=-3700/0, 4-5=-4866/0, 5-0=-4866/0, 6-7=-4866/0, 7-8=-3729/0, 8-9=-3729/0, 9-10=-3729/0 BOT CHORD 17-18=0/2154,16-17=0/4587, 15-16=0/4587, 14-15=0/4866, 13-14=0/4605, 12-13=0/2199 WEBS 10-12=-2415/0,2-18=-2382/0, 10-13=0/1691, 2-17=0/1709, 9-13=-254/0, 3-17=-257/0, 7-13=-968/0, 4-17=-980/0, 4-15=-1037734,5-15=-345/14, 6-14=-338/22, 7-14=-118/719 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = O%F, 0%E k n.,ee.win•.d•rletttnrssaistulrr¢rtunneu ranrnnsu t-amnurnxurea.ttfir rwand,wedwwn,u.nw,r,r.gllo dren.ei ieasarLmn:,sNnee,we rr,:a..dua.amA..ti e1,Yt btn: a0bndhb07nM.i1.1:eLn:Ms¢(Q pe,Stera h/w t viwglCO,¢e.mompe4nibYw/gae gnywvl/pNdltsp4d efnul3alud10Drh.w1al41.lYLwpwuaeeed gt eaL wlRr Anthony T. Tombo III, P.E d.udAtlmti,ql.Il,hdinry:hW!AdAmdO.aituoevde fs6t xwDngr•,htwdn4dltLMM1;dh6dlaYalM,dlFl.iht nd4dl01dw.kd/u.dMfm tl.fglafiyay,.WUMwdYrtaatMYdrt:ptlind a80083 d taeq htg ufcen.mn„tlwt k00ddr,mn i Aetdm4dgtwryam lGil eb mw(r01i r41neeM nldlLLl n,txnrl!p,dr4 u. IRIYt t4rrtraHan wl lredfeLwf hr4tr,Iiwtlnp Exfe.drrn, Ynexs•o.wet 4451 St. Lucie Blvd. m. u eetd era u u q,d e. .nae h a ten tenet ne r u t u ry+ ti rti c, r ug ksp., w ins Srsza 6pue i q dl 1 mliri wn n w edd OVI Fort Pierce, FL 34946 agritNO701AAIiarl tus Aril ql.ladaOL11.IepttdarliaadOisieemera,usly lux, nPall"ed.nlenlie .nneapetmittia hwA.Itcoilniut.Aadr rtlexbIll,I.I. Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0097891 WRCEB2FM FL15E Floor Truss 1 1 Job Reference (optional) 8 30 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:22 2018 Page 1 ID:ta7uotTo57oOtNC WmTn2mQyhggX4fQ5d7?hT?QIYTT9V3C8r_VbaGyF4_uY7ECibJzYPtR 14-8 Us FP= 3x3 = 36 35 34 33 32 31 30 29 26 27 26 25 24 23 22 21 3x3 = 3x6 FP= 3x3 = cw in,•r' Ir.uu4c,vv-rcL lor.v-rro,v-u-rcL lo.v'rro,vyr rq LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft 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 19 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 96 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* W1: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 21-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 30, 28, 27. 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard k.g11—t1-Awk. e.'11 Val MIS(TUEt R11111FMtCOMMIS Inh IllE Id...r Skd W..•i6vd•mr aSl•Mla. Mr IYidraN. rkkr rldk.uirtklp•h..il ir.k.rkur•° [u-SRr IE•/•hd W qS-ii ns.arpudYlh+s d A•euqu4 ri4!Yrkutdreigk tmrL•pEel b Pl , V•IM1L Ik6vpn.K+a w sn,,eum Ztdn.darMtk. Anthony T. TOrrt 3 If., P.E. w 0.intinyn:d.7dNt.w 6P.w'rwnolq,u.Lt.IslhaP..•duaedMOL6IXrae kd rYq uk.1 LR11 gFlrddblMrsr hll.vdd4n:.diq.rq o p.rsY.rkuludkarty.rN.ryd St. : 80083 d 4Yryhup.r(m OrnMM•Sr:lr4Meurrp4lsr Yldfal(u r+S/dlli•ra(I:SQpLW 1.01d St(I.. rdrrNY dI.4. PLI18n O.rr.M1.:•nr MndhrLn. Avp,4.0 Lr.(yeurimrY.A G.r..im 4451 Lucie Blvd. mwkilh.rr.lq 1.•ni hgprr—w Ikkmk I ngldh+rrw..tm:sw,[od..k rr bm..nredkml For, Pie rce, FL 34946 Mlkoryl. L011TII,1.1. Job Truss nJss ype ty RYAN HOMES I ESTERO BAY v2 A0097892 WRCEB2FM FL16G FLOOR GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@altruss cons Run: 8.120 s Nov 12 2017 Print- 8 120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:23 2018 Pa gge 1ID:ta7uotTo57oOtNCWmTn2mQyhggX-Zr TgTOKDJY9Ac2L3mjNNC2aWf6JplpiLuyH71zY98 r a 2-5-8 0-7-0 WO = 6x10 = 2-9-0 6-10-8 9-7-8 2-9-0 4-1-8 2-9-0 Plate Offsets (X,Y) - 2:0-5-0,Edge], [4:0-3-0,Edgel, 5:0-3-0,Edgel, [7:0-5-0,Edgel, 110:0-2-0,Edgel,111:0-3-0,0-0-01, 13:0-3-8,Edgel LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.10 12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.14 12 802 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 95 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 14 = 364210-6-14 (min. 0-1-8) 9 = 3365/0-6-14 (min.0-1-8) Max Grav 14 = 3642(LC 1) 9 = 3365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-269/0, 2-3=-6760/0, 3-4=-6857/0, 4-16=-7647/0, 5-16=-7647/0, 5-6=-0005/0, 6-7=-5991 /0 BOT CHORD 13-14=0/4321,12-13=Of7647, 11-12=00647,10-11=0f7647,9-10=0/3893 WEBS 2-14=-5501/0,2-13=0/3333,4-13=-1329/0, 7-9=4956/0, 7-10=0/2847, 5-10=-2746/0, 5-11=0/578, 4-12=-638/0, 3-13=-829/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1106 Its down at 1-2-4, 1106 lb down at 2-6-4, 889 lb down at 344, 1026 lb down at 4-6-4, and 1083 lb down at 6-64, and 1107 lb down at 8-64 on lop chord. The design/selection of such connection dwAce(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 4=-842(B) 6=-1026(F) 3=-1026(F) 15=-1026(F) 16=-1026(F)17=-1027(F) r.q. tmv e.. h. r'1 t IX! ttlssa f>tutrl ar• RtYS uaranul nno ialtr'; uurrwur t.. rnh br roan d n,r un m r,,, rrrp glric; d r r,s.r r I r R r t. ewe:, wn erg,., er:,, ee..ru m. r m,.'r dnt,drorra,m..dhrrnn.ddbet.uwrt.ep,.SrciAr6/wdLurngl0lrgano.vya,l4Khu/qusvlrsy vlLgWberspirtq,R.tLIxM tr101 hw1.I!FI1 Lupnvpmhraa,rm>.,.W&7 Anthony T.Tombo111,7.E. I dn,.lulm,S..WL nrrnr,drat•40.rr.60•ai+r cd¢farWFgOnrrr,.Yunn b0l,ir d0,hdl.lgrM,dmI11,nd,Y1Md!helln.6,Ins,.d.iA1 fS},r,,umEerdY.o{,M rrurycflnd =80083 W.1"Wbaw. d ,ior ... WOW to pmsdp m,dr"t.q.msdgrtr.s.(fary Y+dh Ad SKI n:Fi,wr P."VA .mr 1e,rnyuAeb,drnaa,L., h,4r.t n, nipr pmdrmc.,.n:r..m 44515t. Lucie Blvd. ef,rnuWdlref.iiogd a..m,rha Nras wehei hlm,G,rr Eq a h lnr rfgMs r.r,. I.- sial bmod.f W mo3la lfrnnet elhmi Fort Pierce, FL 34946 qpi¢totlRAdledlnsses-Antcgl.i=bs W,Pi. tepnlestnoe d ilis Lmneof,uurf..,isp4ibnel ritkut tlernrte. ptmissio hem Ad led Imes- Aethory 1. Tide 11411. o Truss Fuss Type ty RYAN HOMES / ESTERO BAY v2 A009 N893WRCEB2FMH01GFlatGirder12JobReference (optional) Roo! Trusses, Fort Pierce, FL 34946, design d@a1 truss.cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 22 11:09:24 2018 Page 1 ID:o9kmtw63sCj7meCgAkvtD6ygZgF-12Yr1 o0y_dgOnmdXdU EcwPajt3UBYkOraYhgfCzYPIP 1-0 0 a 8-0 8-9-9 12-9 8 16-1-6 19 8 0 21-7-10 23-10-0 1-00 480 4-1-9 311-15 3314 3fr10 1-11-10 2-26 Dead Load Defl. = 1/4 in 3x4 zz41 II 4xl1 = 3x4 II Sx10 2x1 II US = 2x4 5x10 MT20H8= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.31 15-17 759 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) 0.42 15 566 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 272 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 'Except' W5: 2x4 SP No.2, W8: 2x6 SP No.2 W6: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 13-14,12-13. REACTIONS. (lb/size) 2 = 1678/0-8-0 (min. 0-1-8) 13 = 4558/0-8-0 (min.0-1-14) Max Horz 2 = 150(LC 8) Max Uplift 2 = 918(LC 4) 13 = 1012(LC 4) Max Grav 2 = 1678(LC 1) 13 = 4558(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3812/2070, 34=5062/2638, 4-5=-828/421, 6-15=-192/288, 6-21=-5804/2646,21-22=-5804/2646, 7-22=-5804/2646,7-23=-5804/2646, 23-24=-5804/2646,24-25=-5804/2646, 8-25=-5804/2646,8-26=-88/834, 9-26=-88/834,9-27=-88/834, 10-27=-88/834 BOT CHORD 2-18=-1919/3486,18-28=-1940/3517, 17-28=-1940/3517,17-29=4108/8835, 16-29=4108/8835, 15-16=-4108/8835, 15-30=4500/9852,14-30=-4500/9852, 14-31 =-1633/0, 31-32=-1633/0, 13-32=-1633/0, 12-13=-914/0 WEBS 3-18=-279/397, 3-17=-765/1776, WEBS 3-18=-279/397,3-17=-765/1776, 4-17=427/831, 4-0=-4281/2243, 6-17=-3958/1562, 6-14=-4193/1921, 7-14=1142/49, 8-14=-2513f7660, 8-13=-3171/535, 8-12=0/473, 9-12=-319/0, 10-12=-968/107 NOTES- 1) 2-ply truss to be connected together with 10d 0.131•x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 918 lb uplift at joint 2 and 1012 lb uplift at joint 13. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 139 lb up at 4-8-0, 243 lb down and 156 lb up at 13-0-12, 255 lb down and 156 lb up at 15-0-12, 255 lb down and 156 lb up at 17-0-12, 255 lb down and 156 lb up at 18-114, and 255 lb down and 156 lb up at 20-114, and 258 lb down and 155 lb up at 22-114 on top chord, and 215 lb down and 158 lb up at 4-8-0, 161 lb down and 114 lb up at 6-8-12, 161 lb down and 114 lb up at 8-8-0, 161 lb down and 114 lb up at 10-8-0, 161 lb down and 114 lb up at 12-74, 161 lb down and 114 lb up at 14-74, and 161 lb down and 114 lb up at 16-", and 161 lb down and 114 lb up at 18-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-11=-20 Concentrated Loads (lb) Vert: 3=-81(F) 15=-161(F) 18=-215(F) 17=-161(F) 21=-215 22=-215 23=-215 25=-215 26=215 27=-225 28=-161(F) 29=161(17) 30=161(1`) 31=-161(F) 32=-161(F) Trapezoidal Loads (pin Vert: 6=-185-to-24=-220, 24=-220-to-10=-185 eq llm.e•rlr!me•h'H DtF IdSf6t-SW(nl QlFlrl RtxSl(uf7IIC11 (RI]Y1'tlP.r;1(eCAEKr17i hn. Imj k,¢pn.mdrd.x.s.,l e, le.p h..q liW;rMrA.li i..rltd.or. Aen Kn n, Yn, •r.m O,N trI01,.j rLm mnm rkn,meF.imrdl...N hrir.0 ksq t.9.rpr.SpGl hew-rmw..Im,ymm..vr- dim rrb,md rw1.01M,g, 1- erar.a mrrh.,h. MI na,,p rtna(m l•ry umwt uarrl Mdlony T Tombo III, P.E. P.O. d tr Nk, Z . rin..lvhfm,br(I nhn,(w,iW/o.Aioh,Q.v,rmrvM.ubMlLghnry•,xoenme bll(,LIC.le.bdlrlquhdfMl.pr.M/hfOld.Fhdln.Ah,inxd.l h.6yo r,,.Y,dMrnYmt,HiMi.nyrdrn 80083trti.yhs{edfee.. tl.x,,. r`rtrit•dtrirtm,d Se"W XAPAkM h RI d YU"d.rtu,% P-d Nr M1 rrf„Lrtgn./an el hand..Lm kW, ""'"iq=-J rm, rnfes.,rk, rfem lba.11lrlrtr. gel .... hrlirnwd,d. him,hur F xa,hltl trlxlghq.,rtlnn 11aa1gm s'q.11 Otl.r3 ..c.-dV- .dbTr1 4451 St. Lucie Blvd. Fort Pierce, FL 34946 GppipN0?Olt A-Ipellussel-dnlory1.1 10,r[. tep,drdiordlYnirro.em,nuplv.,itproYilildntYed[it rrmape,mitun6r.bllcdrnun-lrflrnrL4.lrlll,lE. Job russ Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2 A0097894 WRCEB2FM 15F Diagonal Hip Girder 2I 1 Job Reference (optional) Al Ropy Trusses, Fort Pierce, FL 34946. design@altruss corn Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:25 2018 Pagel ID:ta7uotTo57o0tNCWmTn2mQyhggX-V E5DF81 ahovolPwBkBBIrTd7yzTsHHL6?pCROCezYPIO 1-5-0 6-6-71-5-0 6-6-7 - 2x4 = 2x4 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.07 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 4-7 450 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.10 4-7 769 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1561Mechanical 2 = 27010-10-15 (min. 0-1-8) 4 = 81/Mechanical Max Horz 2 = 122(LC 4) Max Uplift 3 = 106(LC 8) 2 = 175(LC 4) Max Grav 3 = 166(LC 19) 2 = 346(LC 19) 4 = 120(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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 106 lb uplift at joint 3 and 175 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 57 lb up at 1-4-9, 81 lb down and 57 lb up at 14-9, and 41 lb down and 47 lb up at 4-2-8, and 41 lb down and 47 lb up at 4-2-8 on top chord, and 13 lb down and 4 lb up at 14-9, 13 lb down and 4 lb up at 14-9, and 14 lb down at 4-2-8, and 14 lb down at 4-2-8 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 (ptf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=114(F=57, B=57) 11=-17(F=-9, B=-9) d Load Ddl = 1 /b in 13 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% bq rb..b rgryn•..i•rtpGtNlsiSr•1N[tjaeiunuaua+xnoimloilt-W.-ruutn.trbl..reNrr Noy111d au11.n{1 111r11>,al.ylmo;dofere.rt l.tlnrLm,r ,Skffl r1R1 mw1..eu N.mm,.Y thWIIYes:Y{'O1{I70YRNI.bIibMtiI If II:RllmprgNpr.lre.'7t[r erll b Wl./r III11r1Ob1{..LL RI b1FM111 Oj'lbbr mr.WE:I btb I1L}CI1{.I tn1{•rAN 1101I I.111. I1Lt. tY M N1.1tl.I1.l lIQ011L W1I11 Anony T. Tombo ill, P.E. i 30083 rt notj.niumm. a.:soem.rrmDdod m pwi{abNgriynw.ef leerbS m.Oagr.WMfgrgdflrietri d'p_dpdn, mtrfR{ai:rgmri el.f eLUR1a #.hR1 [.p drmjbwrr..h{ 4451 St. Lucie Blvd. lrunn-dw 1ri/ad.rni Fort Pierce, FL 34946 OptiipN0lpldAlfnlGsfef-Amio. rLlrmMllhrt tepnibai000fAndommem,i.apfore, isproiibited iAe.ttit winerpeimilfinhot Adteoflntles-Whinrl.lodoIII, Lt. Job I n15s Truss Type ply RYAN HOMES i ESTERO BAY v2 A0097895 WRCEB2FM HJ5P Diagonal Hip Girder 1 1 e u 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 MTek Industries, Inc. Thu Mar,22 11:09:25 2018 Page 1 ID.ta7uotTo57oOtNCWmTn2mQyhggX-VE5DF81 alwotPwBkBBIrTd7yZTr3HL6?pCROCezYPtO 1-5 0 6-6-7 r 1-5-0 i 6-6-7 —i 2x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 4-7 426 240 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.19 4-7 413 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 104)-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 = 169/Mechanical 2 = 364/0-10-15 (min. 0-1-8) 4 = 93/Mechanical Max Horz 2 = 109(LC 4) Max Uplift 3 = 107(LC 4) 2 = 252(LC 4) 4 = 74(LC 4) Max Grav 3 = 169(LC 1) 2 = 364(LC 1) 4 = 119(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 107 lb uplift at joint 3, 252 lb uplift at joint 2 and 74 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9) Dead oad Dell = 118 in w PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% fnYq kr, 117rf I17WrMlin QL-Ill fltltllrOFaIlC11nS1)Yj IFL•1';Ifncra"I'rc fit kc#poCm d.dmr r.0-M.VfnglRP,dr Le-11 Ir40.ri lAvmlhn Mn m tlns Gn•m MW rTN,.j nlar.evlmmnndrrn.relset•urgrfq..pe.>purhte mw..11Mqwm.a,rFammam-hrWrrses rsyrl,1 rim.y..rlal.neyr.ap,hag nnrq I In•'binfrglW.ghrngwhNJrO.m.rO•ir•trcnrFlxrrllgOngw,.br an r CirCdrYdlnYslMsdfM1l ingarN rfYd lldlrvdmim digkr6{n gr,hm7rh drrtq Mrnq Wln Anthony T. Tornb80083 III, P.E rtrighs sr4erc. Balm snen er®I m lr.ms sed phLesUr lnlr Wilmosid.l Yew.pnti l.Wskl el PIMSLLlm:hsnlhrFeY F.r>LV.It;•sm:gmlkndMe/rhns Au{r,lms'hpFq+m f ln:t r+lnsn,.Au x30083 rtu.Ise lferllle[magxlw ssmrhdlresnt,Q hlnudsq lgenheGrmAap ln.,nLsSN.f r!sq tlq d oiri .41—irndtbd.Ml orb er Lucie Blvd. Fort Pierce, FL 34946 GplripM0lAliA-Iieeffnsset Ankgl.IeeieWJJ, teprededuedtiisdemneot,unrfun, Uproiihued.ilieeltit wuneepeteissinhwA-licoflresms-Aethur1.leetol0,PA. rush rus5 ype ty RYAN HOMES / ESTERO BAY v2A0097B96LbCEB2FMHJ7DiagonalHipGirder41 Job Reference (optional) Al Rqof Trusses. Fort Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:26 2018 Page 1 ID:o9kmlw63sC7meCgAkvtD6ygZgF-zO1bSU2CW Ewk 14 mwkvH4?gg8mtB00kU82sAxk4zYPW 1 6-0 4-10-8 9-9-0 _ J 4-10-8 4-10-8 3x10 II 1.5x4 II b 4-1 4-1 3-'Sr] LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.04 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.11 7-8 999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 5 = 158/Mechanical 2 = 45910-3-8 (min. 0-1-8) 6 = 309/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 79(LC 4) 2 = 280(LC 4) 6 = 93(LC 8) Max Grav 5 = 158(LC 1) 2 = 459(LC 1) 6 = 309(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-602/174,4-13=-545/179 BOTCHORD 2-15=-271/542, 15-16=-271/542, 8-16=-271/542, 8-17=-271/542, 7-17=-271 /542 WEBS 4-7=-600/300 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 79 lb uplift at joint 5, 280 lb uplift at joint 2 and 93 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 108 lb up at 1-3-7, 87 lb down and 108 lb up at 1-3-7, 40 lb down and 57 lb up at 4-1-7, 40 lb down and 57 lb up at 4-1-7, and 58 lb down and 57 lb up at 6-11-6, and 58 lb down and 57 lb up at 6-11-6 on top chord, and 7 lb down and 16 lb up at 1-3-7. 7 lb down and 16 lb up at 1-3-7, 11 lb down and 13 lb up at 4-1-7, 11 lb down and 13 lb up at 4-1-7, and 32 lb down at 6-11-6, and 32 lb down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-00, 6-9=-20 Concentrated Loads (lb) Vert: 3=72(F=36, B=36) 14=-81(F=41, B=41) 16=-2(F=-1, B=-1) 17=-50(F=-25, B=-25) 3x4 = Dead Load Dell. = 1116 in d PLATES GRIP MT20 244/190 Weight: 47 lb FT = 0% anq Mur4.gU.rr..h'elIxf 01516(SFIIlrI Qe;11l01Nf r(Ga3fIU1 [RIOkt-tT•rr(UNUF r. he Imj ia pn.lm drtrlrm ntlm.kt;a0.nq(TCQda.lA.ri IrL0.1! td.en Slim Maim umen.m aw.mmp,.y alkY.tu el.e.tll bdt.1*rAb..re a.rm,l.pe.+r.,enl.r:r,ti,nt.Fm 4es,m .a,d K,are au*rrq.wveydar*ae:gein,har diro.q .a e}F tr w n,.ya.,.ar>arm.,.,.aracl Anthony T. Tombo 111, P.E. I .w.04slmhr.twknis.ml.oarsdo. Nu.ro.a,mecdgyFib wrgk,w,.rmmn+tom,srr01rmhhu.4MTmt].ylrhyn-ge.ad.WkquiYceny selni z80083 W lafgl..iar( c.ou.eln+mm.trNDdbpmnrr.l.e.dml.dq(qumfEm eMm.(10f rYnkfhrllrfaemrdvnd'.g'llaj—Mi YS.tLrq.nlexnri4htlthmku'r,lmhksp Fgm elmsb%r.'.o,.!m 44515t. Lucie Blvd. 1a.hu ert. a lrrGrnaq.dg.an>ahrlpanini 6imstav!geuheti h5l4aikcp,nla.sSR+a Fapcdol rely 14 or'' k•nnnearkml. Fort Pierce, FL 349e6 GPltiplt01c16Adinllnsses•AnYogl.lee6eal, pJ. tepreA.aiaadAnlnment,ioutIwo, ispiolil'aelrithcarte+rinnpermission hem bllaofTimes •Acihmrl.tedoIII, r.L Job Truss Truss Type city Ply RYAN HOMES I ESTERO BAY v2 A0097897 WRCEB2FM J5F Jack -Open 7 1 Job Reference (optional) cw1 F Fusses, Fort Fierce, FL 34946. design@aitruss.com nun: is 12f) 5 Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:27 2018 Page 1 I D:o9kmlw63sCj7meCgAkvtD6ygZgF-RdD_gg3q HY2bfEL6lcoJY2CN 7HbelFcHG WwUGXzYPIM 1-0-0 4-0-0 + 1-0-0 4-8-0 2x4 = 4-" LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.05 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.04 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1040-0 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 = 1181Mechanical 2 = 251/0-8-0 (min.0-1-8) 4 = 60/Mechanical Max Horz 2 = 109(LC 12) Max Uplift 3 = 83(LC 12) 2 = 77(LC 12) Max Grav 3 = 118(LC 1) 2 = 251(LC 1) 4 = 84(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 83 lb uplift at joint 3 and 77 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% teFq Mubrnr}sh rr•n.R'1117Gf n1SS6r1011rj Qiill fktl8f[01 fIICN(1S16Rj 1IT!r;!(nCREii 771r hFs. lull .*Mbm dFd detnnFlin MpMngll[P,r A. le- 1gr 11 bhreaF Slen lh-e nr O nF Oxnv vrd MiD,wj Y111Yna'M/!]1lMArNhld tiblr Nl lf1lrFvkgFFrb(IF, 11ddr FlpLM binl tit 1¢bWfonnplRdbptbtdd nQdvrretpevlYlbbF 4spalbt FL:s l7fhlbe.ID rdr,wbF tM htwp bbgi6WqutmeLttlrl Anthony T. Tombo Ill, P.E. I deudiotmsbFgldigno,n>r.FN hD.r.MO.ai+ribeCdr a.bl.l1>,Mum•,.brnipnFleaO[,iFCdoFhdl.fgn4dlM1l.lFr,.ndd6I01dFtrbnrAbFtme.d 4i'igagF.dtttgwAMYnyrKLLq s 800836ralghsped(sF N is sb ii.hi00dbptbmvpde6vsdbr tFdlq(wiF n 4de tfnvbeW.- pttirl 4 t4 d Sol Forde..d f pose pAe. %1 W 1%,r4-lisndbuid b tinr levp, 1—k pEq— ed lmsYnlrru,anr 4451 St. Lucie Blvd. Avxly livirlri(isin gFds.xrmlhdliras nrhd hinsst<upF;aFFh1Cl44idr{ksp,.I.maflsaa Eww dol Mifa) {Ogitrltannldrd a•IM1I. G ii N01DI1AIliillneses-Anilii 1.liobi0l.P1. le IidediadlAnlimvera,mii ter Fort Pierce, FL 34946 Pl 1 i P / 4isPrsJilad.idMrierrinupemiuinbnA-I led loon-Aetbi.rl.bobilll,P.l. Job russ Truss Type ty Ply RYAN HOMES / ESTERO BAY v2 A0097898 WRCEB2FM JSP Jack -Open Truss 8 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Thu Mar 22 11:09 28 2018 Page 1 I D:o9km Iw63sCi 7meCgAkvtD6ygZgF-vpnMtA4 S2rBSGOwJ sKJY4 FIYfgu9U h W RVAf2ozzYPlL 1-0-0 4-8-0 3.4 = 441-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.10 6-9 539 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.06 6-9 993 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 448-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 251/0-M (min. 0-1-8) 5 = 181/Mechanical Max Horz 2 = 96(LC 12) Max Uplift 2 = 130(LC 8) 5 = 98(LC 8) Max Grav 2 = 251(LC 1) 5 = 181(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-155/292 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 130 lb uplift at joint 2 and 98 lb uplift at joint 5. LOAD CASE(S) Standard Ii.siq-I-1W.O..h.n'iItip ar i-ituirtEtmumrEproonsofnrlm2;uuut_WI-ik.lesrksyNmmdasila..ruI—Impbrgllta:drarlttwarteh uenir,m rev.daadnatu,y Yrisilr! r+^s of Nrulhr A1,r.r1 lsltrnslap[q apl.Sprll FgYr:;msed gtll,gevm a¢Faodsis rririssad gx:vi rq Wlgbor lsspd4srJi insLymlohtOD sdr la iRl M1tnpwgembrlq u6awt s d Anthony T. Tornbo ill, P.E. dnrd ilrsSsgMNghhresl sdemdCaO.N.IkOmraasd,1R6WIgpxp.SherdndeaQ[,ir0:IMbdlalryWrdmll,gtmdd6l01d Wl1n dVim diglsra}a,ge.nfilbdkmE YYn,l-Wyd =80083 d. taro Affix W[v .4aassdaa b mY a to rraan d pQAas d m k"form ldm h'nauP611rdhdd4 Ad SKI it, rdssnnyrmdracMI0*saesryeamsd6ef d L has hsgr,1— lip Egsm d hiss 11.0 ,as'afi 44515t. Lurie Blvd. Re. With,Ile!"timig a.tOghdlrrnndnl lh inn Eeu Fyenh10141i1q kt p,aln:t lltaEgom dg MA>t 10mad'4:aswh"Ml Fort Pierce, fi 34946 bppilh 0 71111 Ad led Gasses- Aalkq 1.Ifich Ill, fJ. lepmlaaiea of d'n iommm, is ai Iaa, it p<diAdel Witioe tie rrirtu lermissiaa hen Ad led losses • A11hw7I. bate III, M. Job Truss Iruss lype RYAN HOMES / ESTERO BAY v2 A0097899 WRCEB2FM J7 Jack -Open 15 1 Job Reference (optional) Al Hoot Trusses. Pon Pierce, FL mu4b, design lgat truss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:28 2018 Page 1 I D:o9km Iw63sCj 7meCgAkvtD6ygZq F-vpn M tA4 S2 rB SGOwJsKJY4 FI PsgtV U isR VAf2ozzYPIL 1-0-12 , 6-11-4 1 12 ' 6-114 3x12 MT20HSII LOADING(psf) SPACING- 24)-0 CSI. DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.09 4-5 867 360 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.21 4-5 377 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Wind(LL) 0.12 4-5 692 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 348/0-2-12 (min. 0-1-8) 3 = 183/Mechanical 4 = 80/Mechanical Max Horz 3 = 145(LC 12) Max Uplift 5 = 165(LC 12) 3 = 74(LC 12) Max Grav 5 = 348(LC 1) 3 = 183(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-309/553, 2-3=-155/286 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 5 and 74 lb uplift at joint 3. LOAD CASE(S) Standard Dead Load Derr = 118 in 4 n PLATES GRIP MT20HS 187/143 Weight: 24 lb FT = 0% 4q Mu 6-9* ma.4 71 I= rI M rS1111n QM T1b611 1K40. r l tdeen Sim WY., W" Or.. meJ m TOP, Y Win seaem,Pin tM4r lY 41)b tir ItrirKt lettpfQ p,.Spdt h'er;mtd eq lll gnms mPaid4Fbs,hd gmptilryM4let*d4 tsd,i ltsati4IaD ¢. d.lal 6Lwp nt.>fand gm t ublei I r.dbt tYrgl.lfarn4ny 3ina•40.u.4lhataeeei¢1.btdly lev*r,.4 mm a•44L5, 0.'ImYd n4di L1 i4 ndd4tCld.4umd4 rmt Anthony T. Tornbo 111, P.E. 80083 41aea1Mtpu d4r.,ae Noftnr.4lDad4Mmot I tam h . a,f,ts BF wq,. ttdm,d t q ar,unrnv.awr a 80083 pmn e,dgcgmntensw.o(<ai;Hutr hmoaws.t nur d.ml«54451 St. Lucie Blvd Ar.h,eNrrhafaaagM y...O>lhalcnwna hi,Ksdsrrft hln 41t1 ktge,In:t Slsaa F n,e trua IC galz:la tnnl3d Yasl. Fort Pierce, FL 34946 GppiFYiO}61AA- I ledhnses- Aedagl.Ttebelll,riteFsoienioedAuiKaneai,o.gla,ispta11itd-idendevrinaFemissiwbt A-Itoollnues-An6nrt.Itat.l0,r.l. I Job T cuss russ I ype Qty Ply RYAN HOMES / ESTERO BAY v2 A0097900 WRCEB2FM J7F liack-Partial 6 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946. designQm al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Mar 22 11:09:29 2018 Page 1 I D,o9kmlw63sg7meCgAkvlD6ygZgF-N?Lk5W44p9JJuXWQ1 gndTIaB4AOD96akgPbLPzYPtK 7-2-0 7-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.10 34 849 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.23 3-4 353 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.17 3-4 489 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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 = 27510-5-0 (min.0-1-8) 2 = 188/Mechanical 3 = 87/Mechanical Max Horz 2 = 130(LC 12) Max Uplift 4 = 122(LC 12) 2 = 83(LC 12) Max Grav 4 = 275(LC 1) 2 = 188(LC 1) 3 = 130(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-249/432 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 122 lb uplift at joint 4 and 83 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Den = 1/8 in PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% serq Ileac Nn{W rrn•d'11 IMMM(mInmi"I Iftl6rIJr tKfelOY(ETl';eWCil3"JtChe h7I h¢roym drnl olrtr.nrImrInp Yr.(f[0;s Y4Y11 IrLRtLEArm Sl n1Mee. iMrdery a yndI71. nj mLYromrtlsHarNnbiNU—bllsrimslNr(ryaepr,SfuEry4p murinnll11i4mrma v/olnpbtladryugnyavlaarbelnleaMse7ehrvM.minan110ir¢.wl RIRLwpnvafere.hlatne0awvimliGj Anthony T.TomboIII, P.E. I dau rlinL ssY Wh hbrap:iY!Jea O.u.rlrOmimn:rlrtfsh WWllry'N,bn0a(IOQL ieCderhd l.bl n4dR1 ilr (rrM/blYd nt ha.vAYlm tlrq ldYl ir hfilrrnakq sMrYreWNi : 80083 Y4451 St. Lucie Blvd. nu.w leer lr a t.e,a ged y. . mt h a 1. e. rna n l u eu t ae h tct m l:iy a:ye. n 1,:, stn+s+pm a of wy rn aarir •. n ea.t o nu For[ Pierce, FL 34946 oppilhl 0 1016 Ad Imf Tresses - AetAaq 1.lwW III, l I leprodeaiae of skim dwaem, in oil Ima, is prahiNded.idem the rrinn permissive hem A -I Iced Trusses - Whiny 1. Tsdo III, F.E. Job Truss Truss Type ply RYAN HOMES / ESTERO BAY v2 A009 901 WRCEB2FM J7T Jade -Open 7 t 4 Job Reference (optional) At 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. Thu Mar 2 11:09:30 2018 Page t ID:zRSRE VFepZFZ_OLY7U9jlztnLF-rCv6ls5jaTRAWh4hziLOAggnKU WZyZKkyU89trzYPtJ 1-0-12 , 2-11-4 6-11-4 + 1 12 ' 2-11-4 4-0-0 3.10 II 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.11 7 722 360 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.28 7 291 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.10 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.29 7 288 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-3-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. REACTIONS. (lb/size) 4 = 1721Mechanical 2 = 372/0-2-12 (min. 0-1-8) 5 = 109/Mechanical Max Horz 2 = 155(LC 12) Max Uplift 4 = 122(LC 12) 2 = 71(LC 12) 5 = 12(LC 12) Max Grav 4 = 172(LC 1) 2 = 372(LC 1) 5 = 146(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309/0 BOT CHORD 2-8=-522/283 WEBS 6-8=-379/242,3-8=-352/650 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 4, 71 lb uplift at joint 2 and 12 lb uplift at joint 5. LOAD CASE(S) Standard I? Dead Load Daft = 3116 in PLATES GRIP MT20 244/190 Weight: 35 lb FT = 0% cam kn e.I, rrx. n'1I DC} MSFSfynErl ar:L'l One 1IOF70C11 mrli crr;!@CR.RialR'trs. Irtij h¢ rumor d;d In ht Ian; ksp ngp[P i , 4!11 6cn R I l E rnr Son Ifn nr em; en.d md. m m..y 141d ua:o;roteia;bndhtrit7 ir nil ierirnt kap fq ept. SreWr[q;rx;mwn r rePipe n.aFe,4o;Fih,m iq,u•yny v1En y binp4rL rgelnnrraM nOr im.ry.d LtiI in Lw nv.pn.hr umsLudtG} ZtdruA o tmtkgtrWghhnqweiY!4dAn.trOmtr6vd¢.trl Ilq kvrY•,.Y;irnn/troLmix d.rhd lira a4dlM itigrrnd4trtYd. trnnrAtrimt alLgl.r;mge..m4h.dkrvi JlrYn}S.1Ln4 Anthony T. 80083Tombill, P.E. tr lx7al ht 4lr.+et0 3f etlw.er modtrMmuedrn mdtraey ayom sdr In lmrr w,rignlduu m:drtus p,a ml n.em; rn.l rn,emuma =80083 na. trworgrl.aq;wn...mgharex.inn nor,avrlq h¢Itrlri,lk.,ni„esrs:.fq..tnwq umdni•cnnrad.rnL "".i: ntl.e[,...lr.ur„er..,.,,e 4451 St. Lucie Blvd. 6 1i 01DI6A•Ibdlnttes"d.tkr 1.11m6r1ILtJ. to ulydierdditbru rnl,ivar Im Fat Pierce, FL 349e6 PS Ib J P 1 wit piolilutd.ideNtle+rirtuPrmiuinhroAdkollnxn•An6eofl.l.t.11l,/.(. Job ' rusS Truss Type Qty ply RYAN HOMES I ESTERO BAY v2 A0097902 WRCEB2FM VO4 Valley Truss 1 1 Job Reference (optional) Al Rapf Trusses, Fort Pierce, FL 34946. design@attruss cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:31 2018 Page 1 I D:o9kmlw63sg7meCgAkvtD6ygZgF-KOTU WC6LLmZ17rftXSsFiuNBcu?Kh3btB8uiPlzYPt1 2-" 44)-0 2-0-0 2-0-0 — 5.00 F12 2 3:4 - TW0 2x4 r- 2x4 10 44)-0 10 3-11-6 Plate Offsets (X Y}- 2:0-2-0,Edgel LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M 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 guide. REACTIONS. (lb/size) 1 = 10013-10-13 (min. 0-1-8) 3 = 100/3-10-13 (min. 0-1-8) Max Horz 1 = 9(LC 16) Max Uplift 1 = 29(LC 12) 3 = 29(LC 13) Max Grav 1 = 100(LC 1) 3 = 100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 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 29 lb uplift at joint 1 and 29 lb uplift at joint 3. LOAD CASE(S) Standard IIrq.Mub-0,o..6'141,12 R1SS8jk7Ur)rfltlll lQl6t(DIDDOIS tlSiD. j'Dl!FP t1a7/1fE1L1r h. tde murFrnat mlyd.Cfm4n Lnl Mq h.q{ilPdrr Ube,T lrl.11re.me(anlM1ev Wu ec.nr abl .r P1mh W;rlr,edllar ddh.ulMmrlk.krdl it rl.m Mt*l enpe. Sre jfrtm)6+dmel ra npuatmnryrudYpdnta4eq.eugreymrii!Y 6Yvt4w v imllgedmYlioh, delRl, h4vpmvgSu kry o.[n,fa'rM Anthony T. Tombo l ll, P.E. mi.v4brhnr4rmlbiAyntrngrtolg4MDnr,YD•miro0nc.lrlrnut.W64Ern..6uevr,rlaotd4t.4SYdk4>qummlPN ImrgnH1G11{arrlldlnr/YMrrdigrflr,Yrgr.rfld4mlkgWm{bmpulk}k -90083 n Wlq kurn d(mnr L.or rd.4rn.Ip mlh loom ml p.bbribl.(nrm.m Sfel kY.a(l ffj riLW FBINSUI rr rdxncNM r.e4r+Yu I'LI Ma+hiarn Ithdlrndhlmrhgr,finrdv Cy.m me im.NwhG•r, nr 4451 St. Lucie Blvd. Arne krielq.Iddgrtl mrnirhApMro.Fd i Lnr kue Eyaraogi4lDrwp,i n14eW.[gwolm!Wq ll q.ia_IhrrrrnleAmlrlll 1. Zt For, Pierce, FL 34946 GppiINC101{A1b.lbnrer teil..r I.Iml.Ill.r.L Iepel.nm.dWsl.r.mem,mut term, 4po6laelyd'.al the WIN pnmiuiu hem A l{.cl h.ltel A.0..11,I84.Il1,r.1. O rurUSS R15S: 7: ty RVAN HOMES / ESTERO BAY v2 WRCEB2FM Valley 1 1' A0097903 Job Reference (optional) w, , , iSSeS. r011 r,efuv. rL 34946. design@altru.-,s.com Hun: 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar,22 11.09:31 2018 Page 1 ID:o9kmlw63sg7meCgAkvtD6ygZgF-KOTU WC6LLmZ17rftXSsFiuN4vuugh3btB8uiPlzYPti 4-" 8.0-0 ,. 4-0.0 4-0-0 30 = 2x4 i 2x4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. 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) 1 = 260f7-10-13 (min. 0-1-8) 3 = 260f7-10-13 (min. 0-1-8) Max Horz 1 = 24(LC 12) Max Uplift 1 = -75(LC 12) 3 = -75(LC 13) Max Grav 1 = 260(LC 1) 3 = 260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/364,2-3=-282/364 BOT CHORD 1-3=-266/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 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 240-0 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 75 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard iireq raet treegf4 nM. r'll Ii711tIS18t "t4H1E0l ItU6a[Cetlre{IISiC. {p'lYje([glitlFY,7ifr. ral"4 Is fn td,d ens.do (rtu Drq trnq('ijd4griyi I.&IArt ide.e09.dtrr.nt &hUek.Mtatrl.rta.dt Wid,eee6rdtt,idh.drrlN.Mrdll helm,teur[poP,. yetttlt,pe.)drtd.q lircmetscgaudr xdnW egertq u,^elt r d, kup dr I— Ce tvdt,.dt lni htr e °' + Anthony T. Tombo 1[i, P.E. r.0 d m trot r w Ia 8t as n p di7 dr a..., r o.eg t ee ted qm • r I*I fk,. r eu d r of e u d r td mnq ga d nu. Ir Ana d da ra d q ttu ne d a IMt .d dy.a deer. n du d troy W w a mI.:A7 d t 80083nea6qk„rudtr...uw,nw.yt drp.outdprte,darr t.s..sd,y.tr.e.(Irkri l.;ndstuntdn Yr ryedniu IM1I Ma,r t•o.f,THd Wfdb Lrn M:tl, u.n , dln.+le lfi,IM.[adp nr 0 n .0"t„„ al—W 4451 St. Lucie 81vdqwi.ti hAAtetwhd h1ntlrt*lgrane9rlE.— do ,dfrvra..Im,fNe bp1, gM0101lAdRedLetut ktleelLlmlelLLt. Itpe/rtuwdilitlmatd,ieatfogs, hpol,lddrubeshe•,mulemmtrmAlt.dfntut AsWayl.lentr.111,101. Fort Place, FL 34946 Job Truss Truss Type Qty v2RYANHOMES / ESTERO BAY A0097901 WRCE82FM VM2 Valley Truss 1 1 it Job Reference (optional) Al Ropf Trusses, Fort Pierce, Fl- 34946. design a@al truss.cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 22 11:09:32 2018 Page 1 I D:o9kmlw63sCj7meCgAkvtD6ygZgF-oaOgX7z64htl?E459NU F5wJll MTQWrt QndFxkzYPlH 2-0-0 2-M 5 o0 12 2u4 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 50/2-0-0 (min.0-1-8) 2 = 37/2-0-0 (min.0-1-8) 3 = 12/2-0-0 (min. 0-1-8) Max Horz 1 = 26(LC 12) Max Uplift 1 = 12(LC 12) 2 = 29(LC 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 29 lb uplift at joint 2. LOAD CASE(S) Standard r.q.PWU e.pr inx. r•ra ¢v tsnusi s=Et((mu t.W inwontmn rMrJrlwntrArfrIV. Udsing a 4M 01.4 a-qpw7ra ub" s.l.rvua,..t+msa . «, ease..,, a:r M rt ok Wids.n rlrs OJ ss •vl ixdlH Mrat brims As}' n6:-Sryot+l;a lr urrgtlnnun cgrue•Y sisisgrvq mpul+ri4 rWvr sir a rim.kry7rrr17 rh, rla ihi it 4v'nuiryo tp,,er:n Anthony T. Tombo IF, P.E. d/b lmrhi.t6dlgnrany.ek 1fYCM,60•.ir.0:dr,NarWgDnpe,.ruM iMO(,Mtl(rtrkdei05quddlM.tY M O1Mrrstldl.u orim&64.dq map.480083 r t+)fq Minn rl lsn r LnnM 1 rrodrF•ou dptrLn b4•lyfrr..4MiYtrera(CSQNkJdh 7l rl tltluiCKreN kp.ed piu IAI Y'ar6.y.aYdr rl Mn Y L.0 hyr fmrtuq!r.i rltmr Yrkenan+ m.wrbegstdd4.r r:.rsgar.rr.,d 40.r0..t n.trwy0 o..sn<srm[a.swq uyerurr.roe.r tnt 4451 St. Lucie Blvd. For Pierce, FL 34946 rynyMQ7lliA-1h5lI ses eryAcdl.TmkOL1.L IepeisnudRslame,i.aFM.np.6hAtiruaACenrtrrpnrssuhea 1tool lusur ArWryt.t.eMltl,li. Job Truss ruSS ype ty RYAN HOMES / ESTERO BAY v2 WRCE82FM VM4 Valley 1 1 A0097905 Job Reference (optional) w• • •. • • •-• • •G w, • ..•+.,....y•a .., esun: o.izu s Nov 12 wi i vrim: t1.12U s NOV 12 Z017 Mltek InduStnea. Inc. Thu Mar22 11:09,33 2018 Page 1 I D: o9kmlw63sCj 7meCgAkvtD BygZgF-G na Fwt7btOpkN9pGftvj nJS Sxhiy9z5Af RN pUAzYPIG 1 4-0-0 4-0-0 2x4 1LSx4 II 1.5x4 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 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 FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M 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) 1 = 88/3-11-6 (min.0-1-8) 3 = 74/3-11-6 (min.0-1-8) 5 = 273/3-11-6 (min.0-1-8) 4 = 27/3-11-6 (min.0-1-8) Max Horz 1 = 66(LC 12) Max Uplift 1 = 13(LC 12) 3 = 74(LC 1) 5 = 123(LC 12) 4 = 54(LC 3) Max Grav 1 = 88(LC 1) 3 = 58(LC 12) 5 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-217/380 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verity rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1, 74 lb uplift at joint 3, 123 lb uplift at joint 5 and 54 lb uplift at joint 4. LOAD CASE(S) Standard 11".mW,1 ibil,ox.0s'1410-3fTIF M--!nFs'UlI:L6A(COMISOIICYirmr,A:WrORLRrra teiku*(sam.ldirWs.M4nflcgRr.q(llrrroyl fuyllLidvQoglW.w lie 4.nrm1 rnL i1d—e. Ala, „ akcdrr 110% kr e A,e(m,le,,G,.snoer[eF..lrw..lr.,yWen r,dr de,dn.lny.,isgrrk dres6lm.,kla.r[a.n, relnL (r ks nve e.ry u[a.,. eun r.•/el,M,r(6d krny alijdrCae.rC.wiwd*d.r4g6r.r..r,rar.rllLri(rrld oareu. n Anthony T. Tombo Ili, P.E. r tJtq A,*n r(r at ea, ui wt.S(!+rrKatrurl.almdr1 der ntrghn ro/rlms .iiq rQ Q•*..dcy rkgWkrml.,d-I 1•(W.r sea}r..W. (ctplrwharu(A.,,d.wr M..d (n(Ir ,rou.,.e,,,rk.,dram, h,*.,u., d,4 [yw,rtm, u nan. d., 80083 Aa.hrk4AM.(dq d d .•d•d run, qlr y., wc.l ,gtivdrn..nk!re.ml. 4451 St. Lucie Blvd. Zt 4 +••+1h r•TM kvrl 1.enu 1 Ygbrup.i.,s4dn[ d.. Al tgritb0r016A-ltoolLak ses-Mgl.lcmhUL1`1 tePghniudWlea ,ned,nntlW.,isPahlad 9bnitheninnFn.its.she AIhdInsus•Airway1.Imb.III,r.l. For Pierce, FL 34946 JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 n24D9-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 r` 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) nm,,r..,y....r',rratrumSNu(1a ulras rc+ao,tlew.,vcrj,;twunaurr.1.11 w'dit r:r rRti•4PtSnA. LAM 1t14ba.kn..rS7 mumd rilt..q rrd.. s„rr.ri.rr ramr:,Im,rurty a,.r 1 lr,r.f.we,.=.+.+rr+nE y.ey ra rrr,p+rv,(.n.u+cv.ret.t;..ernr.irrv nyxr+quw"'Z f AnL' wnvT.tomboIII,P.E. rm+ im,r;w ruw+kaf+ro.mrr.r,.e..d r geePc ruaw+rr..rarrrdweyorrrru.aqw+rnr.ryy+rl.ucpr quq,az7e.oe nyaerr5nu.rp+ t8DO83 ot+ eal".C.ewa,s,+M rmra+nenr vru+rru ce.r+f+e;ww,.ytn,radnrnrutrnN.mdrse..;.i.0 Rioa.,r„cratanrw„+rt„c t t.nas tp,orn.nwvn..du 4451 St. I-WeBNd. g4r1. l—*-d 1 Fn her(Smntirrr+.yM,*o.t„yr<,Igc.•+, ,t,.ae..,.,. ..rA, Fort Pierce, FL 34946 q, dth4i11111fetfim"r b*4"1.Fide 11I.1 . Lhrol aud6elwKoi a,taahpoltuN. radercnpururvuheat•Iledlr"us tcOw,I.I ey,1,1. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 ' A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 13 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) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IOd COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' OL.(2X4 STUDS MINIMUM). STRUCTURAL I / GABLEABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAL TRUSS 1- 1., STUD AN ADEDUATE 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.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. Mn• rwrYl} mea ti 1J I;ilf rgS41 (l4LRj. ,11Ut iN! t IDT N t1!IJ. (ZGTj up;1T,(jt/111' Ir. te[. by pvin.Irdrn w /n imthq In•,iN, d m., r lrar , r! arrRr+k.wrt ne am craw lw.,r I'J.wh to;;Ir Awl JiNrpl rlk.N.iil:rinlahWi7"PtW-'1i4M°iMw/rrr l rW.nrwrp.r/YFilW wrrn+!ir N3Lr 6iq Yl.irL4 h1 w4 b. dnlR: Ltih{*rltwibl W!r1I I.r 4rtW1 Anthony T. Tombo III, P.E. r.u tm ya.oegnsu,rd nerDn rc.r:wralqu.rtrtr.!o.cp..aoan rot,rarraarwymdrrLrt,.r rrr w.u+drop.aigr r..ore.r oq terrru. a r$0083 n FYq MIrA wIhr10..It 10M MItfMA[.tuf ott n/iwllPrW fLlf!YF.Oui(NrYIYJwIt.wl }!(/nt4RnwVrO/ipirO. 1111 Walk rql %wlk idim dill 4451 St. Lucie Blvd. a..w,trylts,e.r..w.gpa,.al..mt dl. r4!r..t;!o rq.,.!.ltlm.tr!+Ri.a+w nAaElr.l.roh.rnl Fort Pierce, ft 34946 lomip:1a77111AIWIfftut-lu3a11.1165.141.I. feptlm.udlhhlm"Itt6inhra,nptduel.itlmlrig nianfe'eitsinbox 1.1[w I."$-Adtryl.kakea].IL _ JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST_ LUCIE BLVD_ FOI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. TRUSS CRITERIA: 1 LE END, COMMON 5S, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. q•wulr pi[ronr's-117 7 19[4[-:![PpQgW RliIS1ICs3iltf lifpij'll:(tj4t 1:B61UsP r. svh ate pimvsriramlobs tw hup lo.glip; r r Ac" I Iw1k11 [h_s e Leo nSn.0 FYuar.re gs¢1 ril0, a1; s6;slu npsnsSi nArriM NnY rse falstn.fysn(s, ipnall pr;rsMx.7nr`nrs sn.p s M FbrJwinp,ngn:rrdlgbrin:p/rsgh 6ns.(r Irri•r d iKl fn lw}nsrpi.s,rtq mlanteiL`[ radmismr-,tJy rn,t.s*r.dro.m.re.ni.e.udgx bWMA .,rr.+drm,acrlloW"mrMl rrgprrrolr.wsudr [,a aryrag r,p,.r.,r c urrrny.oarp A^tharry T. Tombo 111, P.E. WWA4 gp r1-0k*.uw w rt31r4(shnrpfrn aetdlgGnakgWao.sL4irridaMlNrSI(InnhaWrA irYo PlrNrsrnspiWsrrmfrf.uhsgr.GmkspEfnvneU.s bo,hs = 60083 4s• ne ti.Mstd.a s/edfir. negh ApAs.nbsf I>r t tte,q!„r. Usrrayh.R,.. t,ssss rt=t r F. n n.e+.m[ 4451 St. Lucie Blvd. Fort Pierce, FL 34946 pPipt10i11{A Ilxdhnsn InlnTLleeS tll,p.E. ieptoi uiwet[:isdou:ee,i raytwo, epoll"aedrilRttit nutaenenitsiahmkl[ad lnsses•As S1nl.ln.m.t.1. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 SECURE W/C VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS V L r nr L f NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P r2 SEE DETAIL'A' BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 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 LISP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. r..q. n.,e>~.*y r... t's l,! tl}.41TSI;I:r eLtll 4Uf E i0e7rtiM IR%]Y jtCFrj UOOr:!EC.:H' En ea'. Aq,na'z, r,...n we, hn, Eeq>e.74J1,'r 4 r,nwr I h.. r I tMm, tea mre ae I rrvr aae,nto.Matp. Rwxy, runAloeEwm. 4,. 1eun,. enrttEwEvn, uhr.• qIaE ame,, aer.td.o:r,wEr„.C e. onyrw,.Errda:.nqa. r- 1uiMYrlrt"r':hlvkE,n.:+rn,.sf. R,,rwann,.a w:.rymnrlrsrFtlsnr:.raraqr,prar triva.+:aq ywt r,gh[ .+gad.rsN,.r.twr n. rr#Anthorrr T. iarnbo 111, P.E. bard oft 18DDU Vglr,nWumErtErSrrno"i.p" p!--Mldos arins eabmhum, Irmk*nvaq 4451 St. Lucie Blvd. eCnm4'.RefwxMi vied pwwi l! A is.t.m, alwnMq! T.enkl WgMtip,r nn,f!r-a lxYea/wlEitaf teo.3:m fern ren L4,q.irY1 Fort Pierce, FL 34946 grhkt O lGII IJ Red hnus • AedEsE l.Iexb Il, E.t. telreleoin drlis lmma, in oy fmm, it pd,kael .Am rke pion pmwissia fin A-1 led lmus AmhEl 1. Tale 10 /.L JULY 17, 2017 1 I 1"'%'%'LV Vr%[—[—L 1 .7L I L!L 1l11L HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPI- MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNDO DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) oo• e.ce{.r+ I..Th en,.. b'11 M i4Rls mils1 gkml Ri1R t WGI/Il UNA sl1•[Pf 4[M1IIYIPi' h 1:a 4+4 r.I1L J, renf.el M 1,IIs but, RI•q (k; rr Teri { iwr l! (hb<.e S K.e n\ bin+I.a.x od. r R1..ry wid erect lsr, Jd MnelYrf4.M.d1 1„I.0 buriw.n¢I, sindiilea;t. wdrnii,e ru.lw•I,Ire r Mv.r npwrgrzq.+dMYM6sgree v,.Lnligedw e GG rili,rrl R] raMvr nvgr;,llyeal.e,,leaY, Androny T Tombo Ill, P.E. d.vlc InubnDdsgcYnyrWq rO.m.dlCne ilon 4ra.MWdy kn:,..YtM dMO:.rIXde:IcllcisoO wtRl. Allry..itYiNd.fdla Ylmt .dMgl nrQ Stir ow Y1¢t AJur FOUNW 91 :80093 rw6quyvri1r1a.amInw.r'Do rF.wnrmh.!rrmmII.I.msec±r.ear;101pltrrgmd=.e.h'mdh,pierroe.VI1.:rIq*zl.1rYrl1o,Innbye.,in,olvr6grtt«dnIKamm..trss 0-iw hid n,(. wed q.. nmq h d pan oiled rain, bur lq.me\01" Wag kiln. la„ ssaa bpmr q Win \eg•N mn., n fed. Ul Lurie Blvd. Fortrt Pieerr Lucie FL3tgd6 l.u.;.Y f1711A 1.1 Cr.l L..,.,. 1.,\...I r..l.W 11 Iu.J.n:u Jd:rlw., u...4..:.,.\\'+J.ir.d.r:v. u..'u.:u i.. I.IIJ 7.......\r\wl I.J..11, FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS V/10d NAILS, 6' O.C. V ER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 9. DO NDT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10.10d AND 16d NAILS ARE 0131'X3D' 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 BRACES 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 170.C. 3&10 5&ll 6-6-11 11-1-13 2X4 SP #31 STUD W O.C. 3-3-10 4-9.12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 248-6 3.11-3 54-12 8-1-2 2X4SP#2 170.C. 3-10-15 5&l1 6&11 ll-&14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6&11 10.8-0 2X4 SP #2 24' O.C.1 3.14 1 3-11-3 1 6-2.9 9.3.13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IDd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 9(r/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING 2) - 10d NAILS TRUSSES a 24' D.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IDd 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. FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY STDTL09' A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FIL 34946 772409.1010 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 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: STR13NG13ACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - IDd SCAB WITH (3) - 10d NAILS (0131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') USE METAL FRAMING -J z- ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - IDd TD BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 2X6 4' - WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS D.216' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 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) - IOd NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - IDd NAILS (0131' 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 I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 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 135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 51.1Z0J 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 115: 3 (NAILS) X 845 (LB/NAIL) X 115 (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 20) 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 i FEBRUAY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I .Z) x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 111, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011 (21-61') 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 q•7ru rt.pl!mn r'111=IIE5f{(yttEljt[4'IL• m" tcamig Mcm Y11(uCIU"Ir Y. W, r.pwo-1 r,nl-1 1-1--V5-40Kj ofA/en. I iW A rt W-- 9--%1'.w Id", wgo1"ora'F lla lnns Nx aAw nnrrlFYnnY 11.4x1 Yu}f1..nO1,SN.'.b Falwn)rx/nn.IrJ,gn,.in.u/.ir.inwnl r,wna,ny.rinrr 6WOft 1 0M1 q.Y1nAl11 Yl;,i Pl m ur n..p..1,Y.,inianl, l.Y1; Anthony T. Tomtn III, D.E. nl.x/b11•nlrwtY,n AnxnSia rOs rO..h.eYn:d e+rrY 1.v.. ....m/ra.rC rrb'w orr ml fY.w+/Amr.wx.ir 4xi.aae /., arle..re. r.olwnr,y.eb1 =3 r 1.1Yq hW.r wl l.n.s n.n wlr.rfi Ylr l•pcn nl r unor S.'" S.-.r.jt[31.W,111mnI W1ni4mW rew•/. IM MnrnwxlYrl nl Fhflrinx pary,.tm11..t rx wlm+r.r_ x, .4x 4451 5t. Lmle Blvd. Ma1Ywl Yni.rGY.n1Yb14.fa.]Qa.n Y.i.u, hlml w.rt¢•n191rOiYle•w•'.•uw l,n lywniy warl.uyrte rel Yr nl nlYmJ. Fait Plertc, FL 34946 ag1i1h0701N•Iiull....... gL6.3.11L 1.1. lglMuuuddilkon.ct.ie n7 low is pflcltW doll me.une.l—wa h" 1411.d In11e1- I<llu1 I T=h M.1l FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% 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 1 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 IOd NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2XG) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IOd NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 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 I SCAB APPLIED OVERHANGS I STDTLI6 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-1D-0-10 DURATION FACTOR: 115 SPACING: 24. D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION N1j1*5 1. ATTACH 2X-SCAB (MINIMUM 82 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' OIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. FLU E vr r m,,• ""vs°°`Ld..'-i S i:"r6fit%i®Sais"a'DQ 3`%ti.r 4Qi.t3:14'a 4t't4': o",m? a4 vir r LIN i sy Rqp4 e 04 1 ry 4 S4A . O.AOh S.:RtiN).R/471:pY .it•.t•]ki.+t.17 P. 7.A..•"If.LQ. rrYY.t•1LCt•>-t!yYOK.L.iG R I> 5F-- 5 Eli 1' 0 3/4" 1 HATCH LEGEND 12" TRAY CLG. 8' - 8" / 9' - 4" A.F.F. 18' -1 7/9" / 18' - 9 7/9" A.F.F. Truss Loatl AIOM1 Boa Truss I.D. GraNty (> S,000Y) / Upllft (> - 3-0000 Horizontal (> 350Y) ny NUIC.' ALL IKUJJ IUWALLANU/UK IKUJO IU LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) a- ° L - 2 NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) a l = s = _ sacNOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER 1 _ a TO BCSI-03 AND/OR ENGINEER OF RECORD 7 m I:5-Je a " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING It- c = E 4? 1U521 u TH046 G1 JUS26 MSH422 C THD26 H MUS26 THD28 D THD48 Aist: - a s 1 3 •- ec3 a' i c s =- r + _ = a E_C c _ - s s+5e- O THD262 I OM THDH48 CFI. THD28-2 THDH28-2 N HANGER BY BUILDER LOADING ROOF FLOOR I WIND LOAD 0 LIVE LOAD 20 40 ASIDE 7-10 00g= u DEAD LOAD SO SO ISO MPH EXP C c 00- LIVE LOAD 10• 0 CATEGORY 11 m i DEAD LOAD 10 5 ENCLOSED als3;a'_ c a ` : rTOTALLOAD4055FBC-2017 DURATION FACTOR 1-25 LOO TPI-2014 a . 01 W28/201 IT CODE UPDATE a e - E JI e+ =2se1EEItisUnderstoodthatabove conditions have been reviewed APPROVED d are acceptable for the APPROVED AS NOTEDlabnca'.ion at trusses. 8 9 ebevatlons,pitches, overhangs, fascias,cellln0 REVISE AND RESUBMIT s p _ _ 5 elevatons/pltches, bearing REJECTED T1 3 a e - a - bndltions & all detail pertaining 2 i e _ _41 o this truss placement plan. No 5,.:. } _ i - _ 2- back charges vrill be accepted s = - - - without previous written DATE e n _ 3 ` • e approval from an A-1 Roof N Trusses representative. REVIEWED By s _ PLAN DATE ARCH: -/-/— STRUCT: _!_/_.- CUSTOMER RYAN HOMES i - e JOB NAME ESTERO 8AYr2'F' .&I UTI JE ix OPTION(S) 4MSIM l r v o = COMMNTYLOT 0 i 3 BLDGRITYPE S a - a= JOB Y MASTER 1YRCEB2FM 9 : - a ° e • DRAWNSCALEDATE 03/22/2018 sa cc NT..S A- 1 ROOF#== TRUSSES a ._ ja- AFLORIDACORPORATIONPh 772-409-1010 / Fax 772-409.1015 a hflpllnwwalfruss. com a RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 8- 1 7 6 2 Project Location Address SANFORD OFOA RTM,10 C-T-h l_o o As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.orQ. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underla ment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 26 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 CITY OF SANFORD BUILD.I.NG,.&:•FIRE..RE.V—ENTION kRNtIT:LAPPLICATION Application No: r " Documented Construction Value: $_(j' Job Address: _ - {%l Histo Historic 1)istrict:,Yes•No Parcel ID:_ Residektia Commercial Type of Work:'WeWtW.Addition Alteration Repair • -Demo Change of Use 0 Move El Description of Work: 1 r Plan Review Contact:Person: I_ Title: Phone:; `W_-'J$JOOI Fax:l 3-3g5? Email: RVGG G'lal Gym - roperty-Owner Information Name R{/ Phone: - Street: . _ 0 City, State Zip: - 7 Name Street:3 City, State Zip: 5a Name: Street: T' Resident of property? Cont aacto Information phone: Fax: V s_ : L7*-_-._:k State License No.: Ckp., S a- wq O Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail- Bonding Company: Mortgage Lender: _ Address: - Address.. - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made -to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application_ NGTTCE, In addition -to the requirements of this permit, there may be additional restrictions applicable to this property that may be found idthe 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 constructiod value, credit will be applied to your permit fees when the permit is issued. OWNFR'S AFFIDAVIT: I,eertio that all ©f the foregoing information is accut-ate _ _ rat ,work will be done in compliance with all applicable -Jaws regulating,, construction and zo g. Signature of owner/Agent Date Print owntdAgenfs Name Signature_of Notary -State of Florida Date Owner/Agent is ° Personally Known to Me or ° Contractor1k&t,is:_y Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID - BELOW IS FOR .OFFICE USE ONLY Permits Required: Building ; Electrical 0 Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas Roof Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: e UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised; June 30 2015 _ .._____ EeunitApp1ication STATEWIDE t1 % DEL -AIR State Cert CAC032448 1-888-831-2665 HEATING a AIR CONDMONING Ryan Homes Phone: 407-692-9828 4307 Vineland Road, Suite H-20 Revised Date: 03/20/17 Orlando, FL 32811 Page 1 of 4 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 : OO MISS - ST NDA + I SE R+ + ill P N AMELIA TH (ISLAND PALM TOWNHOMES) leg LONNAG . 2.5 S'Fj R 774r15.0 k,798.00 BISCAYNE BAY 3.0 / 1.5 15.0 4 7 945.00 BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0 5 8,274.00 BISCAYNE-BAY OPT STUDY 3.5 / 1.5 15.0 4 8;235.00 BISCAYNE TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4;867.00 BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00 BONITA SPRINGS VERSION 2 OPT BONUS 3.5 _ 15.0 3 6,527.00 BONITA SPRINGS VERSION 2 OPT SITTING RM 3.5 15.0 3 1$4,262.00 CORAL SPRINGS 3.0 15.0 3 4,545.06 CYPRESS GARDEN 4.0 15.0 4 5,542.00 DORAL 3.0 _ 15.0 4 49826.00 DORAL OPT BDRM 4 3.0 15.0 4 5 021.00 ESTERO BAY 2.0 / 2.5 15.0 4 1$7,183.00 ESTERO BAY OPT IST FL BDRM_ 2.5/2.5 15.0 4 7,378.00 O • A O ESTERO BAY OPT HOME OFFICE 0 I u2.5 1 S10 t4 1,i .0 2.5/2.5 15.0 4 7,439.00 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 4 7,328.00 JASMINE COVE VERSION 1 12.5 L5.0 2 4,368.00 M %t ST-11 F l:hlt Y, I Ir r l 1t fl+$ 1 r (r111SY r U ll 4puiord,F1 ?_'I 4im"k,34 tifh1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address 373Q Qni, -v-) ffry) Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Ne Addition Alteration Repair Demo [I Change of Use Move Description of Work: 1 \ ] 1 A ' M n ._ _ n C-- - _ Plan ReAew Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: ' Resident of property? ; Contractor Information Name --f'(a mCi- 4'-1Fll r1 Phone: Street: L` 5 1'l ! Ill) P _ 4h% — iv U-% - Q>yCity,Ll:t Y11 t' iv' j Fax: State Zip: %q State License No.: , A h't Name: Street: City, St, Zip: Bonding Company: Address: rc i et. Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVENIENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical Rork, plumbing, signs, Hells, 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 dale: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Un Date P t ntractor/Agent's Name. a f710,);gSignatureofNotary• -State of Florida Date 20",%YP6° PAMELA S TERNUS COn ISSion @ GG 110622 Expires August 7, 2021 foFrao SoneednuuaudglNotary Smim Contractor/ Agent is Personally Known to Me or Produced ID a of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Reviscd: June 30, 2015 Permit Application JUL 18 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:1 — f -7 ( a Documented Construction Value: $ 06 Job Address:L&1h Parcel ID: Historic District: Yes N140 ResidenAia 9)Commercial Type of Work: Newl-"-f' Addition U Alteration LJ Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Title: Clerical Email: info@api-orlando.com Property Owner Information Name Street: City, State Zip: Phone: Resident of property? 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 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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: Th Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application Revision _ , ., City of Sanford Response to Comments Building & Fire Prevention Division SEP g 20 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # [ l'J _ I Z&2— Submittal Date I U Project Address: .3 0' ow Contact: MN-A)lctt- UFFICIj ,% Ph: - ! D -7— C ?`q2,61 3 Fax: crinve Email: /// I wl l Trades encompassed in revision: Building Plumbing Electrical 2' Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: R- F tfts E- Z/1- ye VT - ROUTING INFORMATION Approvals 42X42 A/C SLAB BY BLDR MIN 2'—FROM—WALL I I I I LANAI W-4' C 1. I I I I I V1—CAR TANDEM GARAGE GCT) W-4' CLri I) 79-SN ILUF) (I) I5-SW I I Iq I la I DI Io I I I I I j0 I 12• 10x10 2wcd 1 265 30x10 rag FAMILY RM. I 11 I II 9'-4• r r. I I J II 1202 3wcd 9" II 1 280 I I I r • II I 3" bath duct to roof cap w/fan Nutone 696RNB 2—CAR GARAGE W-4' CLC. Llr OF 7ND. FLR ABV. r1I537, l I ATTIC I scale 1 /8"=1'0" 2.0 TON W/51(W 9240V 1PH 1 x10 plen 2tt 12 rod pla army ta'-O xT'-m ox bldr I J jL— I I I WHEN I I II II II II 1000 1wcd 14- 8 _ 115 II 18"x12 I I II I I I I DINING LIVING ROOM 9'-4' CLra II FOYER 9'-4• GLCs I I 10x10 1wcd TILE) I I 115II II I —I Ib-SN Ib-sw I ENTRY I 9'-4' CLG. POUR I Transer du&fgyi.}ills sited in compliance rfF_with Florida Residential Do Code—M1602.4 nced return air. EXCEPTIONS 1-3 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT ON DOORS TO HABITAL ROOMS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has on r=6 insulation value. v 0 L S iZ co g CO t(1 v L O M 5 O L S III Q S N Im z (n (n O N 00 LU LU Q0 V x Q _ p 0') 00 ry W LIB 0 m U) LLB Q m e 1Nc O O LLJ 5i).f:D r rpA >- U) ft LJ 00 W Rating z O } m LU > z z o UJ af-ma 1 O D Q of 4" bath duct 3" bath duct to roof cap to roof cap w/fan—light w/fan Nutone 763RLNB Nutone 696RNB BP. scale :1/8'=1'0" 2.5 TON W/5KW 0240V 1PH 18x10 plen platform by bldr Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 4" dryer duct to roof cap w/dryer vent box v L Q g N CO VIC'\ k\5 o o L C o v x L s >LQ g s 1 N m z 0 U) 00 00 w w(D o) HJCL_ 00 m to C) m U) L1J Q DING O m O z LLJ U)0 W CO L1J Rating z O N CO w > z z o w J Q F m - Q J O D Q a_ COCL J U) 0 0 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, Y15 lightyears i? - / 2 4 5 Q, 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, 72 Timothy'i ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RE_SNET 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 op Envelope Leakage Test Report (Bllower Door Test) t - Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Gat 15b o Permit #: 18- I1lo Z Job Information Builder: WALL.Aomcs Community: Lot: Z I Address: ' 3735 N Anwe r 4-k Lo-00 Unit: City: rj d State: F ( Zip: 92773 Air Leakage Test ResURS 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 Yer hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM 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): X 60 _ 2 3(>= I CP - 4•l Method for calculating building volume: CFM( 50) Building Volume ACH(50) e(rieve dfrom architectural plans ASS (Mechanical Ventilation is not required) Coe software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402. 4. 1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105( 3)(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. 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. lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 LightVears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt qt n. - s4. License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: (a1{ (5700 Permit #: jam'_ 1-7 % 2 Job Information Builder: Community: Lot: Address: Unit: City: State: Zip: Duct Leakage Test Results System 1 143 cfm25 System 2 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 OQo) [:]NO (5Qo.3) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the Z4G T Q'1So = O,pk 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 Calc) or R406-2017 (Energy Calc) or R406-2017 ePASS be4--.a+ 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: 55) 438-1515 . I 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. 0- SignatureofTester: Date of Test: o Printed Name of Tester: Aaron Overholt License/ Certification #: 2DNAB7 Issuing Authority: RESNET Copv of License / Certificate of the tester must be attached) Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 RFI # 2GNA67 2 Tim Smith, RESNET Quality Assurance Designee 15 I*ightyears RESNET QA Provider # (1998-199) DESCRIPTION AS FURNISHED: Lot 29, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 r through 92, Public Records of Seminole County, Florida. BOUNDARY FOR CERTIFIED TO: Andrew Dennis Mikutel, Jr.; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 42 LOT 41 LOT 43 i S 00019' 09" E REC. 1/2' I.R. I 62.50' I REC. 1/2- I.R. 4671 4671 try • . tit 38. 80' 38.80' 38.80' do LOT 29 7. 50 15.00' L0 10.0' 30.0' COV' D. CONC. w w 7.50' 10. 0' l( O O TWO STORY LOT 28 ° RESIDENCE ° LOT 30 F. F.- 27.70' 03 MWNaZa O 3. 3x3.3' vY AC PAD ^ 19. 3' 15. 00' COV' D. CONC. 4 0 19.3, 15.00' 20. 7' 0. 7. 50' BRICK WALK BRICK 29 f 0' 25.2 DR. 25.20' UTIL. ESMT. 0.1 ' Rb 6\ P. C. 352.86' OFF OFF 1. 7~-------------- SET 1/2' I.R. 5' CONC. WALK SET 1/2' I.R. 4596 f4596 S 00019' 09" E 62.50' 1 HANTVORTH - LOOP 50' PRIVATE R/W) BUILDING SETBACKS: AS FURNISHED PROPOSED FINSHED SPOT GRADE ELEVATIONS FRONT 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' f= PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,432t SQUARE FEET OR 33.89 SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A 5 J LOT CONTAINS 7,1881 SQUARE FEET SIDE - FOR 5' LOTS FOR 75' LOTS 17.5'0' PROPOSED FINISH FLOOR PER PLANS - 27.7' QOe LIVING AREA CONTAINS 1,7661 SQUARE FEET SIDE f0' STREET 25' CONC LANAIPORCHCONTAINS666tSQUAREFEETSIDE = CRUSEXHEM?-SCOTT & ASSOC, INC. - LAND SURVEYORS' LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . RAT r • FIELD POLL • POINT ON LINE Tyr. • TYPICAL NOTES: IP. • IRON PIPE IR WON ROD PRG • POINT OF REVERSE CURVATLWE LC. POINT Or COPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER SJ-17 FLOMDA ADMINISTRATIVE CODE PURSLANT TO SECTION 472.027, FLORIDA STATUES C.N. CONCRETE NQAINO(T SET LR. . IR •/ELF AOlf RAD. RADIAL MVRP. VITNESS MDlT 2. UNLESS EMBOSSED WITH SURVEYOR'S SMNATURE AND ORUGINAL RAGED UAL THIS SURVEY YAP OR COPIES ARE NOT VAUD. J. PUS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. RECOVEREDRECPALS. POINT Oi KGDwI11G PAC. •POINT Or CODIEN[ENENT CALG CALCULATED rIUA PERNANQRT REFERENCE IQAINCM OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. l • CENTERLINE NLD MAIL L DISK rs. • FINISHED FLOOR CLEVATIIN 03L BUILDIND SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 0. DIMENSIONS SNOW:: FOR ME LOtr:TION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/WRIGHT-Di-VAY ESMT. EASEMENT BA NENCLONRK R.R ARSE SEARING 7. BEARING^.,. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (99) DRAIN. DRAINAGE 0. ELEVATIONS, IF SHOWN. ARE BASED ON RU70NAL GEODE= VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL UTILITY CLFC. • CHAIN LINK FENCE G, CERIMATE OF AUTHORMADON No. 4590. VDFC. • VOOD FENCE C/o CONCRETE ROCK SCALE 1— 1 • 20 — DRAWN BY. ••• P.C. POINT or CURVATURE P.T. POINT OF TANGENCY cERnFlED 1Y: DATE ORDER No. _ _— DESC. DESCRIPTION R •RADIUS PLOT PLAN 03-20-2018 1695- 18 ARC LENGTH C • DELTA FORMBOARD FOUNDATION/ELEVS. 07-25-2018 4894-18 c • CHORD REARING NORTH` FINAL/ FLEAS. 10-18-2018 7053-18 THIS BUILDING/ PROPERTY DOES NOT UE WRNIN THE ESTABLISHED 1OO YEAR FLOOD PLANE AS PER FIRM' TOM X. CRUSENMEYER, R.L.S. E 4714 JAMES W. SCOTT, R.L.S J 4s01 ZONE X' MAP / 12117CO09OF (09-28-07)