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HomeMy WebLinkAbout3840 Crawley Down Lp- 18-3479; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000751 BUILDING PERMIT NUMBER: 18-10000751 DATE: August 26, 2018 3')V g zr-a UNIT ADDRESS: CRAWLEY DOWN LOOP 3840 17-20-31-5VC-0000-1000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3840 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO-WYDE ORD Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 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 QC ISSUANCE OF A BUILDING PERMIT. Q ' PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 l Project Name: Project Address b r d Building Permit #: l Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: Kensington Reserve 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w nant Signature tf r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes Print Name of n for Signature f e ontractor CGC151715 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on _/ Rev. 02/10/15) Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20181y14991 Book:9226 Page:479; (1 PAGES) RCD: 10/8/2018 10:27:26 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes J Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 18-3299 Parcel ID Number. 17-20-31-5VC-0000-1000 CERTIFIED C013Y GRANT MALOY CLERK OF THE OTI-W T COURT AND COMP TROLLER SEMIfJOLE CUPJ"i Y, FLORIDA !% tl`;(. E BY \ vat DEPOT CLERK 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 # 100 of Kensington Reserve 3840 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Sinqle 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 Of other than owner listed above) Name: NA Address: 1 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 6. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition. Owner designates to receive a copy of the Llenoes 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 dale 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. aun Aaduw Dayna Mitchell Assistant Secretary 51 pnaWr 1 r or Lessee, or Owner's or Lessee's (Pdnt Name and Provide Signatory's Tllle/Otllca) zed Offfrar/Olroctor/Partnar/Managar) State of Florida county of Oranne The foregoing Instrument was acknowledged before me this . day of .20 18 by Dayna Mitchell who is personally known to me EX OR Name of person meldng staternerll who has produced identification type of Identification produced: TRACY LEIGH MCDONALO PAYi;; V C^•IAMISSION tt FF92:;;. Notary Signature EXPIkES OLtuber 00. 2ti rg Ftot a,F'c•^r5r•,rr • •m Job Address: 3840 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-1000 Type of Work: New X Addition P AUS CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No- ' 3 / J J Documented Construction Value: $ gdW5 32o 1_1$.fo Historic District: Yes No X Residential X Commercial 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: 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 _- 3 q` —] 57 .-`{ 1 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. 41 r 8/10/2018 8/10/2018 SignaJA of er/ nt Date Signatu of .,:I r/A nt Date Tracy McDonald Print Owner/Agent's Name 8/10/2018 Signature of Notary -State of Florida Date o1 pv aoe ^ MEAGAN LYNNE FOWLER r q MY COMMISSION # GG 063253 EXPIRES. January 17, 2021 fjFpF Fco Bonded Thru Budget Notary SetviM, Owner/Agent is x Personally Known to Me or Produced ID Type of ID Tracy McDonald Print Contractor/Agent's Name 8/10/2018 Signature of Notary -State of Florida Date rotor Pue. MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 S F of FvCp 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 Y Electrical R' Mechanical©' Plumbing] Gas[] Roof Construction Type: JEj Occupancy Use: P1.3 Flood Zone: )C-S Ist ATTAI-tf1rD' Total Sq Ft of Bldg: Z l 1$ Min. Occupancy Load: 15 # of Stories: 2- New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: CI 13 Ib UTILITIES: ENGINEERING: JA L Q-2l VI FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3?_ 3 "lo •vv-f. Lqrgo VS I - m, CP, Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Ste' Revised: June 30, 2015 Permit Application Aid ; ,, ,, NI,\ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r 3 l Documented Construction Value: $ 92.735 Job Address: 3840 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-1000 Residential X Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 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: 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 41r, 8/10/2018 8/10/2018 Signa of er/ nt Date Sigratu of tractor/A nt Date Tracy McDonald Tracy McDonald Print/Owner/Agent's Name 8/10/2018 Signature of Notary -State of Florida Date o rRv r o MEAGAN LYNNE FOWLER MY COMMISSION R GG 063253 N EXPIRES: January 17, 2021 w J f'Eor F.°? Bonded Thru Budget Notary Services Owner/Agent is x Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 8/10/2018 Signature of Notary -State of Florida Date r',#aY PVE„ MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 v EXPIRES: January 17. 2021 5'P6FFI- 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 # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Wrn Q _ WASTE WATER: I BUILDING: Revised: June 30, 2015 Permit Application Y OF SXNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3840 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1000 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: N 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 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3479 Reviewed by: Michael Cash, CFM Date: August 21, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Fti 877-, Landscaping in Right -of -Way www.sanfortM.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Km..mar. belolrr size and location of the existing right-of-way and use shall be provided or application could be delayed. Call wf reyWeii; Project Location/Address: 3840 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: 4. Brief Description of Work X Driveway Walkway Start Date Completion Date Construction of New Single Family Home This application is subm Property Owner Signature: Address: 4307 V el Phone: (407) 692-9831 by. Orlando, FL 32811 Fax: Other. Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 08/10/2018 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have rea4 a Signature: the above statement and by signing this application I agree to Its terms. Date: 08/10/2018 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: f Engineering Date: Q-21~W(8 Site Inspected by: Special Permit Conditions: Date: November 2015 Row use onveway.par 8/10/2018 SCPA Parcel View: 17-20-31-5VC-0000-1000 RRppP , t.FA PAPPRAISER scw+o c oouHrr, ra.orta Legal Description LOT 100 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-1000 Property Address: 3840 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2018 Working 2017 Cert Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Values ified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 14,000 Land Value Ag Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 52,000 14,000 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sates Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 I 1 52,000.00 I $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00001000 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: - 10 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,:lior work located Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this,oday of , 200, by Robert Lattanzi who is ® erson Irgnown to me or o who has produced as identification and who did (did not) take an oath. Z Notary Seal) o tar Nuo ^ MEAGAN LYNNE FOWLER r _ * MY COMMISSION k GG 063253 EXPIRES: January 17, 2021 SfEOF F p Bonded Thru Budget Notary SWAM Rev. 08.12) Signature MC-4GPM Fow&R Print or type name Notary Public - State of _ Commission No. My Commission Expires: A R C N IT E C T f SQ.FT. CALC.7S I5T FLR LIVING 912 Sa FT. 2N0 FLR LIVING 1,265 SQ FT. TOTAL LIVING 2,111 SOL FT. ErtrRY 4m Ba. F-r. GAR/1C7E 441 8G1. FT. LANAI 260 SQ FT. TOTAL 2,918 SOX FT. EXrERIOR MA OWY 11141. BT•Il HEaNT6 V-B' Bw. LOAD BR a WALL NCN-SWI MALL CO/OBR NO CLAO04O MO LO 130 MM 4110 EXPCOM FOR 4 ®QO anti OLL4 DONE m 1m T o C® IATIDt1 1 02 16 - V 5 24D0/-3016 2 20 3C65 OR 4 2510/-3055 3 33 2) 25-N 5 7U3/-34D0 4 50 60" SC47 5 26.12/-3393 WIND DESIGN CRITERIA A. BASIC WIND SPEED MF'N (3 SECCND CiJST) VVLT- 150 / VASD•116 MPH B. INTER4AL PIESSUFiE COEFFICENT• • la C. F75C CATEGORY -TYPE II D. ExFVGLM CATEGORY C NOTE, VALUES FOR COI•VORENTS 1 CLADDING FRESSI!)E AFE BASED ON T74': wit DEaIGV WR:D SPEED. FBCR btH ED. r20n1 ALLOWS THESE PTESWFES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PNODUCT MAMFACTURERS. NOTE LFRIORTO OR704LL INNALLATKN CV ALL FR"43 rEMMO 2'-V FR07 THE FMSH FIDOR ® 1 BE EFRAY® AND TIEATED V T30RATE' A TM"M TFEATED EFRA7 A CABINET SECTION s a m I X6 P7. fYXii WI UD. X6 P.T. POET V W. W7APT0T'-!' IVF--------—ERAPTOT-WAFF_ F-- BOX SEAM TO MATa BEAM To MAT04 calm ILD COutN CDTN 26'-0k69'-0' a, - a, Ca I I I11_ 4• 15•_m• 3'_g• I I I I I I I n) S-611 6W EW so O - O -- GREAT ROOM 28'- 4'x6'-0' e'- e' cLfa A06 4x6 PDSr A Fvs C 4 LBW 4- SH PANTRY a D 5KKITCHEN Lam_ a i 4111 9 4 °NI Mel D ROOM t t T - OPf. FOYER O e•- a' CAL O OBL. ORD KT. TO EXIBROR Lt. S JY BOLLAID 2 CAR GARAGE g 2 V-81 C0'-4' 2 7rou I ENTRY 4. 1 STONE % d Cm CO." 9 ENEE BASE V O' alll ABOVE ( TYP. 71 — - - - - - - — — — — r FLOM AB Z-- s 16'-0' x T-0' arm O FIRST FLOOR PLAN SCALE: 1/4 " I'-0' ELEVATION 71' a so G 14f1 N. HONALD xEaOAN 4LVD LONG OD. FL 32790 IN 407-17K079 7A>< 407a7K074 ww^ wxCO WDi['eup oem M! 0001]35 BTJl9DIV. de LAT: KENSINGTON RESERVE LOT # 100) 2L[ ODELt LARGO VERSIONJOI) PRO. T]CCT F: 02897. 000 100R1 PAGE: FLOOR PLAN ELEVATION- M" DATE: 7 /12 /16 9I. 1'>S>3E'T 3 OF 9 00rOBR AND CLAOD O AD L0106 BAW MD EWMM FOR D ®om Ot00! CALL • 03JAM wum aw m hm w DDNTIOI 1 30 a EGREW 5 M67/-38B 7 6 54 4 7065/-31.14 TEMP, ECA;ES6 3 5 30DO-64 4 76.65/-3U4 TEMP 4 6 3050-614 6 5 7S65/-31S 4A B B #56 4 78b5/-3W 5 D t 5 750G-3AT0 6 6 E 4 7565/•3W WIND DESIGN CRITERIA A- BASIC WIND SPEED MPN (3 SECOND OUST) VJLT•150 / VASO.116 rg-W B9 INTERNAL PRESSURE COEFFICENT.-)S G RISK CATEGORY•TYFE II D. EM'OWI;E CATEGORY C NOTE, VALUES FOR CCHPOHJENTS 4 CLADDRG PRESSIIM ARE BASED ON THE wlt DESIGN WIND 6PEED. FT5CR 6TI4 ED. (70TT) ALLOWS THESE PRESSURES TO BE N"ALTIPLIED B7 0.6 TO MEET THE ALLOWABLE OR NOMNAL TESTED VALUES USED BY PRODUCT MANFACTUFMR5 NOTE L F'FEOIQ TO DRrUCL NETALI.ATION ON ALL FRA'W, rBM3M 2'-0' FRTT T1E ROW FLOOR ML BE SPRAYS) AND TREATED GV EORATE' A TFA9TE TFEtTFD SPRAT r----------------------------------ILPffCFI5TBOORBELOW I I I I 9 I 13'-4' S'-4' '-0' 6'-5• 0 Z'-Z' 9' 4'— 0 I I S4EGF30-EH 4A IR r— kA7 4SH FI ORNER'S SUITE m Y I r I mLAI, LAI F OWNER'S BATH s Q I• e'-o' Cuk 4X4 P06PST a -a ctC. I 5 Y sII "' rn ;4 n l3'-4' b 5'-8' 4'-8' 5'-0 u B' j1Macea— il L SsMuSEAr.:r AFF. ut=15H 6 tiA II'_Z.3._B. cq BEDROOM 4 lo'-o•xe'•e• a,-& CLCLnzn4'-7' T'_0• 8 1R1 sKi 3 Lm 0 I Io'-6xa•-e• 6'-d B Y 7' H V! WALL UY W= CAP m m r1A-r caLA1 b C4 l6 yl e Z.6 EF o ril r Y r m 4)m F05 tiJD BEDROOM 2 la-W C31LIr-m• curl m 4.5H I FPOST4'-6' 6'-N3' v 3'-6C1 'tb in v 8'-3• 6W Z'-II' 0cn 9 n 4'- 7Ps ST1D q DEL 6 n I O IR- ------ m I I 5s I I I Ids. e'-O' CLL. T a BEDROOM 3 u'-o•wc-o• e' 4r cw LUEjCF15L ROORBELOW I I I 9 I lOOR BELOW o N7) SH I 0 II , 6'_6• 7'_Z• I'-Z 4'-6' 5'-Z' 5'-2' 5'-b' S'-S' 30'-0• SECOND FLOOR PLAN SCALE. 1/4 . I'-0' ELEVATION TT' A R C N I T E C T 3 Design Groutrl,N:- 1-1 N RONALD REAGAN.LM. TANG W000. FL 32750 PH. 407.77 K074 FA:L407-77"074 W.wvw r evn AA! 0003325 N61 etminv. & LAT: KENSINGTON RESERVE LOT 0100) MODEL: LARGO VERSIONB01) PRO JECTV 02997.000 100111 PAGE: SECOND FLOOR PLAN ELEVATION M" DATE: 7 /12 /1 N3 SCALM 1/4"=1'-0" 9FLEET 4 OF 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: sc 1 tG ri-d:i =.. -;c—' _ :. o..LC. . 1• :GY?'ij.l:''.: _- _•:{i:, :.' ;S-'. 7L •._ Y..a :"%^•(;-r• EL'ECTRICAL;EElt1yII•T t ::' sn•->::::,'°•`•_"-_ _ .:r:.s=--..:_..;::•._;..:. Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final t.Mrs ,lc Pi•; 'L z Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final C"'•afn:.•ny+: ,.-v;-cc 'eL• b;Y i MECHANICA`L?PERMIT's..:.:c" L"<;Y,v t ,a:•a. .r r q.ti.,:x:ra r... c.Y r'_„ •. . , 7. `==r'.`i..tx..s.ic hB..iV. c%.7:_iL u:.?•r.....3irr'd:.;Yi; a,".;. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORMA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 100KensingtonReserve LargoMGRSW Builder Name: RYAN HOMES Street: 3840 CRAWLEY DOWN LOOP Permit Office: SANFORD BU/4) City, State, Zip: SANFORD , FL, 32773 Permit Number: #' 8 _ 4 ZG Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2430.0 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft, 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4.1 897.00 ft' C. Frame - Wood, Adjacent R=13.0 325.00 ft2 4. Number of Bedrooms 4 d. N/A R= 5. Is this a worst case? No 10. Ceiling Types (1301.0 sqft.) ft2 Insulation Area a. Under Attic (Vented) R=38.0 1301.00 ft' 6. Conditioned floor area above grade (ft') 2177 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 7. Windows(183.4 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft' 6 430.8 a. U-Factor: Dbl, U=0.35 143.38 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 4.947 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1307.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 905.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=11.0 402.00 ft' None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.084 Total Proposed Modified Loads: 62.58 PASS TotalBaselineLoads: 62.87 I hereby certify that the plans and specifications covered by Review of the plans and Srq thiscalculationareincompliancewitheFloridaEnergyspecificationscoveredbythisD v4E Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: 7-1F-1R Srntt Pratt this building will be inspected for y . compliance with Section 553.908 I hereby certify that this building, as d d, is in compliance Florida Statutes. with the Florida Energy Code 00 05 OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.070 Qn for whole house. 7/ 16/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lotl00Kensington Reserve Lar Bedrooms: 4 User Conditioned Area: 2177 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: • No Single- family New ( From Plans) Address Type: Lot # Block/ Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 100 KENSINGTON RESE 3840 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2177 18939.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2177 18939.9 . Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- __ 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 402 ft' 905 ft' 11 0.16 0 0.84 0. 39 0 0.61 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft' 216 ft' Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft' N N CEILING F7- 1 Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type Under Attic (Vented) Main 38 Blown 1301 ft' 0.11 Wood 7/ 16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 ORM R405-2017 WALLS Adjacent Space Cavity Width Et In Ft Height In Area Sheathing Framing Solar Below 1 SE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 Eao 0 2 SE Exterior Concrete Block - Int Insul Main 4.1 27 0 8 8 234.0 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul Main 4.1 8 6 8 8 73.7 ft' 0 0 0.6 0 5 NW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul Main 4.1 38 0 8 8 329.3 ft' 0 0 0.6 0 7 NE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul Main 4.1 20 0 8 8 173.3 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 8 8 325.0 ft' 0 0.23 0.3 0 10 NE Exterior Concrete Block - Int Insul Main 4.1 10 0 8 8 86.7 ft' 0 0 0.6 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall OverhangV # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 9.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 3 ft 2 in None Exterior 5 5 NW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 NE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 NE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 11 ft 0 in 1 ft 2 in None Exterior 5 8 NE 8 Vinyl Low-E Double Yes 0.62 0.29 N 40.0 ft' 11 ft 0 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter + Avg. Wall Height Exposed Wall Insulation 1 449 ft' 449 ft' 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000387 2209.7 121.31 228.14 3478 7 ==d 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V Supply -- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 152.4 cfm 0.07 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool' f Jan Feb Mar X f f A r Ma X Jun X Jul X Aug Se Oct Nov DecHeatingXJanFebX Mar Apr I May Jun Jul r j Au4 SeP Oct XNov X Dec Ventin [ Jan [ Feb X Mar X A r May Jun [ Jul Aug Se X Oct X 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 PM808078787878787878787878Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM787878787878787878787878Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM686868686868686868686666Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3840 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4.1 897.00 ft2 C. Frame - Wood, Adjacent R=13.0 325.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=38.0 1301.00 ft2 6. Conditioned floor area (ft2) 2177 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.35 143.38 ft2 11. Ducts R ft2 SHGC: SHGC=0.29 a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 b. U-Factor: Dbl, U=0.62 40.00 ft2 SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiencyc. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 4.947 ft. a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 905.00 ft2 a. Electric Cap: 50 gallons b. Floor over Garage R=11.0 402.00 ft2 EF: 0.95 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fWerr'e;. Builder Signature: / Date: 7/16/2018 Address of New Home: 384 own Loop City/FL Zip: 32773 XU01) N WF il 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. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3840 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 IVIANUA 1 UKY Kt:WUIK1:MtNT5 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 ofSectionsR402.4.1 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 sealingmethodsbetweendissimilarmaterialsshallallowfordifferentialexpansionandcontraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdArindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirementsofTableR402.1.2, 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 itpassesthroughconditionedspacetoaminimumofR-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. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passagewaysforairdistributionsystemsshallbeconsideredductsorplenumchambers, 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" inaccordancewithSectionR403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percentofthedesignairflowratewhentestedinaccordancewithASHRAE193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during thetest. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the buildingthermalenvelope. 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. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possibletothestoragetank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energyfactorofthesystem. 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 off icacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFMANATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory isrequiredtoverifyprocedurecompliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by therequirementsofAPSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 7/16/2018 4:53:42 PM Page 1 of 1 Manual S Compliance Report Job: Lot100KensingtonReser... wrightsoft• Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3840 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26031 Btuh Entering coil DB: 77.1°F Outdoor design WB: 76.2°F Latent gain: 4230 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 30260 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 29840 Btuh Latent capacity: 4884 Btuh Total capacity: 34724 Btuh Model: GSZ140361K+ASPT47D14A 115% of load 115% of load 115% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 21124 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 154% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 32 OF Economic balance: -99 OF wrightsoft• 2018-Jul-1616:43:24 r Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1J+CK ...argoEGRSMLot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW wri htsoft• Component Constructions Job: Lot100KensingtonReser... 9 Entire House Date: 7/25/2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3840 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Orlando/Jetport, FL, US Indoor: Indoor temperature (°F) Heating 70 Cooling 75Elevation: 105 ft Latitude: 280N Design TD (°F) Relative humidity (%) 28 30 18 50Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - Wet bulb (OF) - 16 ( M) 76 Method Simplified Wind speed (mph) 15.0 7.5 Construction quality Fireplaces Semi -tight 0 Construction descriptions Walls 12C-Osw: Firm 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-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Or Area U-value Insul R Htg HTM Loss Clg HTM Gainft' BWhRF-•F ftl-•F/Btuh BWh/f- Bluh Btuh/ha Btu ne 210 0.091 13.0 2.52 529 2.85 598 se 341 0.091 13.0 2.52 860 2.85 971 sw 195 0.091 13.0 2.52 492 2.85 555 nw 353 0.091 13.0 2.52 890 2.85 1005 all 1099 0.091 13.0 2.52 2770 2.85 3129 ne 187 0.201 4.1 5.57 1043 5.29 992 se 234 0.201 4.1 5.57 1303 5.29 1239 sw 50 0.201 4.1 5.57 277 5.29 263 nw 329 0.201 4.1 5.57 1834 5.29 1744 all 800 0.201 4.1 5.57 4456 5.29 4237 307 0.091 13.0 2.52 774 1.45 446 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht sw nw all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 ft overhang (5.3 It window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, ne 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (6.67 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, se 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 It window ht, 1.17 ft sep.); 6.67 It head ht 30 0.350 0 9.69 291 22.0 659 15 0.350 0 9.69 145 21.4 321 15 0.350 0 9.69 145 21.4 321 15 0.350 0 9.69 145 22.0 330 75 0.350 0 9.69 727 21.8 1631 33 0.350 0 9.69 317 22.0 718 40 0.620 0 17.2 687 30.6 1225 12 0.350 0 9.69 116 21.1 254 wrilghtsoft• 2018J ul-16 16:43:24Right -Suite® Universal 2018 18.0.13 RSU23828 iCC,k ...argoEGRSWPage 1 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, sw 30 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 ft window ht, 3.17 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 24 0.390 n 18 0.390 all 42 0.390 Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1307 0.032 gypsum board int fnsh Floors 20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 402 0.078 22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 9.69 291 22.5 676 0 10.8 259 12.0 289 0 10.8 193 12.0 215 0 10.8 452 12.0 504 30.0 0.89 1158 1.74 2272 11.0 2.16 869 1.12 450 0 27.4 2835 0 0 Fk wrightsoft' 2018-Jul-1616:43:24 K.—.,.,...., Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2fCCA...argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Celc - MJ8 House faces: SW Project Summary Job: Lot100KensingtonReser•.. wrightsoft• Date: 7/25/2015EntireHouseBy: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3840 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 7-16-18 SRP Desic • • Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Inside db 70 OF Outside db 93 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 18044 Btuh Ducts 3080 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21124 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi -tight 0 Heain Coo211ng 2t177 18291 18291 0.28 0.15 85 46 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF Backup: 8.5 HSPF 32600 Btuh @ 47OF 26 OF 1160 cfm 0.055 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20569 Btuh Ducts 5461 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment 1.00 sensible load 26031 Btuh Latent Cooling Equipment Load Sizing Structure 2418 Btuh Ducts 1812 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 4230 Btuh Equipment Total Load (Sen+Lat) 30260 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DIST[... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1Qhtsoft- 2018Jul-16 16:43:24Right -Suite® Universal 2018 18.0.13 ASU23828 ACCK...argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House feces: SW Page 1 wrightsoft• Right-J® 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: Lot100KensingtonReservel- Date: 7/25/2015 By: FJF 1 Room name Entire House great rm2Exposedwall255.5 it 62.0 It3Roomheight8.3 It 8.7 It heat/coolRoomdimensionss x 16.0 It5Room42211.0 ft2 Z30.0480.0 it Ty Construction U-value Or HTM Area (Its Load Area (ft Load number Btuh/ftZ•F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vfl 12"sw 0.091 no 2.52 2.85 240 210 529 598 0 0 0 062A-2om 0.350 ne 9.69 21.97 30 0 291 659 0 0 0 013A-2ocs Blk wall, s 0.201 ne 5.57 5.29 260 187 1043 992 260 187 1043 9922A-2om 0.350 no 9.69 21.97 33 0 317 718 33 0 317 718112A-2omd 0.620 ne 17.17 30.63 40 0 687 1225 40 0 687 122512C-0sw 0.091 se 2.52 2.85 368 341 860 971 0 0 0 02A-2om 0.350 se 9.69 21.14 12 1 116 254 0 0 0 02A-2om 0.350 se 9.69 21.42 15 1 145 321 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 234 234 1303 1239 139 139 772 73412C-0sw 0.091 sw 2.52 2.85 240 195 492 555 0 0 0 0 2A-2om 0.350 sw 9.69 21.42 15 1 145 321 0 0 0 02A-2om 0.350 sw 9.69 22.54 30 0 291 676 0 0 0 013A-2ocs Blk wall, s 0.201 sw 5.57 5.29 74 50 277 263 0 0 0 011DO0.390 sw 10.80 12.03 24 24 259 289 0 0 0 0Vjl12C-0sw 0.091 nw 2.52 2.85 368 353 890 1005 0 0 0 0I-i 2A-2om 0:350 nw 9.69 21.97 15 0 145 330 0 0 0 0W13A-2ocs Blk wall, s 0.201 r1w 5.57 5.29 329 329 1834 1744 139 139 772 734 PI 12C-0sw 0.091 2.52 1.45 325 307 774 446 0 0 0 011DO0.390 n 10.80 12.03 18 18 193 215 0 0 0 0C1613-30ad 0.032 0.89 1.74 1307 1307 1158 2272 0 0 0 0F20P-11t 0.078 2.16 1.12 402 402 869 450 0 0 0 0F22A-tpl 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 0 319 Envelope loss/galn 15453 15542 5289 4085 12 a) Infiltration 2591 877 659 223 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 3000 600 Subtotal (lines 6 to 13) 18044 20569 5948 5828 Less external load 0 0 0 0 Less transfer 0 0 0 0Redistribution000014Subtotal180442056959485828 151 uct loads 1171/6 279/6 3080 5461 101Y. 101yo 595 583 Total room load 21124 26031 6543 6410Airrequired (cfm) 1160 1160 359 286 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 2018 18.0.13 RSU23828 2018-Jul-16 16:43:24 A...argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Cale - MJ8 House faces: SW Page 1 wrightsoft• Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 100KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name pdr mud rm2Exposedwall8.0 it 6.0 it3Roomheight8.7 It heat/cool 8.7 it heal/cool4Room4.5 x 8.0 It 6.0 x 6.0 it5Roomdiimensions 36.0 ftZ 36.0 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ftq load number Btuh/W-OF) Btuh/ftq or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V1l 12C-0sw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0T-G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 013A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 02A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0112A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0y/ 12C-0sw 0.091 se 2.52 2.85 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 52 52 290 27512C-0sw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 02A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 02A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0y/ 13A-2ocs Blk wail, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 011DO0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 D yJ 12C-0sw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 062A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 nw, 5.57 5.29 69 69 386 367 0 0 0 0P L-D 12C-0sw 0.091 2.52 1.45 0 0 0 0 74 56 141 8111D00.390 n 10.80 12.03 0 0 0 0 18 18 193 215C1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0F20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0F22A-td 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion P1 31 Envelope loss/gain 605 347 788 541 12 a) Infiltration 85 29 4 22b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 690 375 851 562 Less external load 0 0 0 0Lesstransfer0000Redistribution00014Subtotal6903751850562 151 uct loads 10% 10%j 69 38 10% 10% 85 56 Total room load 759 413 936 618Airrequired (cfm) 42 18 51 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 43:24wrlgFstsoTt- Right-Suite® Universal 2018 18AIS,.0.13 RSU23828 2018,Jul-1616: g ...argoEGRSW\Lot100KensingtonReservelargoEGRSW.rup Calc - MJ8 House faces: SW Pa e 2 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: Lot 100KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 it 30.5 it3Roomheight8.7 it heat/cool 8.0 It heat/cool4Roomdimensions1.0 x 352.5 it 1.0 x 251.5 It5Roomarea352.5 ft' 251.5 ftz Ty Construction U-value Or HTM Area (ftq Load Area (ft9 Load number Btuh/ftz°F) BtuWft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf! 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 108 78 197 222G2A-2om 0.350 ne 9.69 21.97 0 0 0 0 30 0 291 65913A-2ocs Blk wall, s 0.201 no 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0112A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 012C-Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 se 5.57 5.29 43 43 241 229 0 0 0 012C-Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 02A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 02A-2om 0.350, sw 9.69 22.54 0 0 0 0 0 0 0 0v 0 13A-20cs Blk wall, s 0.201 sw 5.57 5.29 74 50 277 263 0 0 0 011DO0.390 sw 10.80 12.03 24 24 259 289 0 0 0 012C-Osw 0.091 nw 2.52 2.85 0 0 0 0 136 136 343 3872A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0W P 13A-20cs Blk wall, s 0.201 r1w 5.57 5.29 121 121 676 642 0 0 0 012C-Osw 0.091 2.52 1.45 251 251 634 365 0 0 0 011DO0.390 n 10.80 12.03 0 0 0 0 0 0 0 0C1613-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437F20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0F22A-tol 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 160 30 Envelope loss/gain 2840 1628 1053 1676 12 a) Infiltration 292 99 299 101b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3132 2927 1352 2607 Less external load 0 0 0 0Lesstransfer0000Redistribution000014Subtotal313229271352260715Ductloads10% 10°/u 313 293 27'/, 41% 368 1077 Total room load 3445 3220 1720 3684Airrequired (cfm) 189 143 94 164 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed i t wrlgF tsoft- 2018-Jul-16 16:43.24Right -Suite® Universal 2018 18.0.13 RSU23828 argoEGRSMLotlOOKensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW Page 3 f}+- 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: Lot100KensingtonReserveL... Date: 7/25/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room Room dimensions rm 3 wic 12.5 It 8.0 it heat/cool 1.0 x 35.8 It 35.8 ftx 7.0 It0 8.0 It heat/cool 1.0 x 149.8 it 149.8 ftz Ty Construction number U-value Btuh/ftz•F) Or HTM Btuh/ftq Area (it') or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool In Gross N/P/S Heat Cool 6 11 Y 3 12C-0sw 2A-2om 13A-2ocs Blk wall, s 2A-2om 2A-2omd 12C-osw 2A-2om 2A-2om 13A-2ocs Blk wall, s 12C-0sw 2A-2om 2A-2om 13A-2ocs Blk wall, s 11 D0 12C-Osw 2A-20m 13A-2ocs Blk wall, s 12C-0sw 11D0 1613-30ad 20P-11t 22A-lpl 0.091 0.350 0.201 0.350 0.620 0.091 0.350 0.350 0.201 0.091 0.350 0.350 0.201 0.390 0.091 0.350 0.201 0.091 0.390 0.032 0.078 0.989 ne ne ne no ne se se se se sw sw sw sw sw nw nw nw n 2.52 9.69 5.57 9.69 17.17 2.52 9.69 9.69 5.57 2.52. 9.69 9.69 5.57 10.80 2.52 9.69 5.57 2.52 10.80 0.89 2.16 27.40 2.85 21.97 5.29 21.97 30.63 2.85 21.14 21.42 5.29 2.85 21:42 22.54 5.29 12.03 2.85 21.97 5.29 1.45 12.03 1.74 1.12 0.00 0 0 0 0 0 0 0 0 0 56 0 0 0 0 44 0 0 0 0 36 36 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 44 0 0 0 0 36 36 0 0 0 0 0 0 0 0 0 0 141 0 0 0 0 111 0 0 0 0 32 77 0 0 0 0 0 0 0 159 0 0 0 0 125 0 0 0 0 62 40 0 0 0 0 0 0 0 0 0 0 36 15 0 0 0 20 0 0 0 0 150 84 0 0 0 0 0 0 0 0 0 0 21 1 0 0 0 20 0 0 0 0 150 84 0 0 0 0 0 0 0 0 0 0 53 145 0 0 0 50 0 0 0 0 133 180 0 0 0 0 0 0 0 0 0 0 60 321 0 0 0 57 0 0 0 0 260 93 0 W y/ L0 W Fj 0 C F F 6 c) AED excursion 1 1 22 120 Envelope loss/gain 361 365 562 912 12 a) Infiltration b) Room ventilation 123 0 42 0 69 0 23 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 484 406 631 935 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 27% 41% 0 0 0 484 131 0 0 0 406 168 27% 41 % 0 0 0 631 171 0 0 0 935 386 Total room load Alr required (cfm) 615 574 26 022 1321 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- wrlgF tsoft- 2018-Jul-16 16:43:24Right -Suite® Universal 2016 18.0.13 RSU23828gyp`... argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW Page 4 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: Lot100KensingtonReselveL... Date: 7/25/2015 By: FJF 1 Room name rrn 3 bth 12Exposedwall25.5 it 5.5 it3Roomheight8.0 it heal/cool 8.0 it heat/cool4Roomdimensions1.0 x 156.8 It 11.0 x 5.5 it5Roomarea156.8 ftz 60.5 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ftq Load number Btuh/ftz°F) Btuh/ftz) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vmi 12C-0sw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0l' 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 013A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 02A-2om 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0it2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 012C-0sw 0.091 se 2.52 2.85 88 88 222 251 44 44 111 1252A-2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0V612C-0sw 0.091 sw 2.52 2.85 116 86 217 245 0 0 0 02A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 02A-2om 0.350 sw 9.69 22.54 30 0 291 676 0 0 0 013A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 011DO0.390 sw 10.80 12.03 0 0 0 0 0 0 0 012C-0sw 2A-20m 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 00.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0P12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 011DO0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 0C16B-30ad 0.032 0.89 1.74 157 157 139 273 61 61 54 105F20P-11t 0.078 2.16 1.12 157 157 339 175 61 61 131 68F22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 213 16 Envelope loss/gain 1207 1833 295 282 12 a) Infiltration 250 85 54 18b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1457 1917 349 300 Less external load 0 0 0 0Lesstransfer0000Redistribution000014Subtotal1457191734930015Ductloads27% 41% 396 792 271/6 41%, 95 124 Total room load 1853 2709 444 424Airrequired (cfm) 102 121 1 24 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrtgt r.0 ft- 2018 Jul-16 16:43:24Right-Sulle® Universal 2018 18.0.13 RSU23828 A...argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW Page 5 wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 100KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name laundry rm 42Exposedwall5.5 it 11.0 it3Roomheight8.0 it heallcool 8.0 it heat/cool4Roomnslo 6.5 x 5.5 ft 1.0 x 132.3 it5Roomarea35.8 It2 132.3 fl2 Ty Construction U-value Or HTM Area number Btuh/ftL*F) Btuh/ftg or perimeter (ft) B) oreaperimfeter (it) Btu) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vil 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0f2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 013A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 02A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 0112A-2omd 0.620 ne 17.17 30.63 0 0 0 0 0 0 0 0y/ 12C-0sw 0.091 se 2.52 2.85 44 44 111 125 88 73 184 208 L G 2A-2om 0.350 se 9.69 21.14 0 0 0 0 0 0 0 02A-2om 0.350 se 9.69 21.42 0 0 0 0 15 1 145 321W13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0VI/ 12C-0sw 0.091 sw 2.52 2.85 0 0 0 0 0 0 02A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 11 DO 0.390 sw 10.80 12.03 0 0 0 0 0 0 0 0 0 0V1/ 12C-0sw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0Lam", 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0W13A-2ocs Blk wall, s 0.201 nw, 5.57 5.29 0 0 0 0 0 0 0 0P L 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 011DO0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 0 D C 1613-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230F20P-11t 0.078 2.16 1.12 18 18 38 20 0 0 0 0F22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 130 Envelope loss/gain 160 164 447 889 12 a) Infiltration 54 18 108 37b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other 600 0 0 Subtotal (lines 6 to 13) 234 782 555 926 Less external load 0 0 0 0Lesstransfer0000Redistribution00014Subtotal23478255592615Ductloads271% 41% 64 323 27% 41% 151 382 Total room load 2 11 T-1 739 1308Airrequired (cfm) 1616 4949 1 58 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed F wrlgtitsoTt- P. Right -Suite® Universal 2018 18.0.13 RSU23828 2018-Jul-16 16:43:24 Page 6argoEGRSW\Lot100KensingionReserveLargoEGRSW.rup Calc - MJ8 House faces: SW wrightsoft• Right-M 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: Loll 00KensingtonReservelL Date: 7/25/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 22.0 it 8.0 it heat/cool 1.0 x 111.0 it 111.0 ft2 mstr wic 7.5 it 8.0 it heat/cool 7.5 x 5.0 it 37.5 ft2 Ty Construction number U-value Btuh/fti°F) Or HTM Btuh/ftz) Area or perimeter (it) BLoad or fe perimeter (it) Load Buh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 yJ G 12C- 0sw 2A- 2om 13A- 2ocs Blk wall, s 2A- 2om 2A- 2omd 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs Bik wall, s 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs Blk wall, s 11 DO 12C- 0sw 2A- 2om 13A- 2ocs Blk wall, s 12C- 0sw 11DO 1613- 30ad 2OP= 11t 22A- tpl 0. 091 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 350 0. 201 0. 091 0. 350 0. 350 0. 201 0. 390 0. 091 0. 350 0. 201 0. 091 0. 390 0. 032 0. 078 0. 989 no ne ne ne ne se se se se sw sw sw sw sw rnv rnv nw n 2. 52 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 9. 69 5. 57 2. 52 9. 69 9. 69 5. 57 10. 80 2. 52 9. 69 5. 57 2. 52 10. 80 0. 89 2. 16 27. 40 2. 85 21. 97 5. 29 21. 97 30. 63 2. 85 21. 14 21. 42 5. 29 2. 85 21. 42 22. 54 5. 29 12. 03 2. 85 21. 97 5. 29 1. 45 12. 03 1. 74 1. 12 0. 00 72 0 0 0 0 104 12 0 0 0 0 0 0 0 0 0 0 0 0 111 0 0 72 0 0 0 0 92 1 0 0 0 0 0 0 0 0 0. 0 0 0 111 0 0 181 0 0 0 0 232 116 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 205 0 0 0 0 262 254 0 0 0 0 0 0 0 0 0 0 0 0 193 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 38 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 0• 0 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 171 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 V)! I G W V1/ D V)/ 0 W PI L--D C F F 6 c) AED excursion 104 14 Envelope loss/gain 628 1017 184 222 12 a) Infiltration b) Room ventilation 216 0 73 0 74 0 25 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 p 0 0 0 0 Subtotal ( lines 6 to 13) 844 1090 258 247 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 27% 41 % 0 0 0 844 229 0 0 0 1090 450 27% 41 % 0 0 0 258 70 0 0 0 247 102 Total room load Air required (cfm) 1073 59 1541 69 328 8 316 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoFe- 2018-Jul-16 16:43:24 Right-Suile® Universal 2018 18.0.13 RSU23828 0 gyp`...argoEGRSW\ Lot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW Page 7 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: Lot100KensingtonReservelL Date: 7/25/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr wic Int 0 it 8.0 ft heat/cool 5.5 x 4.5 it 24.8 ft2 mstr we 0 it 8.0 ft heat/cool 5.5 x 4.0 ft 22.0 ft2 Ty Construction number U-value Btuh/ft2-*F) Or HTM Btutyft2) Area (ft2) or perimeter (it) Load Btuh) Area (ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V+/ C 12C-0sw 2A-2om 13A-2ocs Blk wall, s 2A-2om 2A-2omd 2A-2om 2A-2om 13A-2ocs Blk wall, s 12C-0sw 2A-2om 2A-2om 13A-2ocs Blk wall, s 11 DO 12C-0sw 2A-2om 13A-2ocs Blk wall, s 12C-0sw 11 DO 16B-30ad 20P-11t 22A-tpl 0.091 0.350 0.201 0.350 0.620 0.091 0.350 0.350 0.201 0.091 0.350 0.350 0.201 0.390 0.091 0.350 0.201 0.091 0.390 0.032 0.078 0.989 ne ne ne ne ne se se se se sw sw sw sw sw nw nw nw n 2.52 9.69 5.57 9.69 17.17 2.52 9.69 9.69 5.57 2.52 9.69 9.69 5.57 10.80 2.52 9.69 5.57 2.52 10.80 0.89 2.16 27.40 2.85 21.97 5.29 21.97 30.63 2.85 21.14 21.42 5.29 2.85 21.42 22.54 5.29 12.03 2.85 21.97 5.29 1.45 12.03 1.74 1.12 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 0 0 ILE12C-0sw W y/ I- D W P1 _ 1J C F F 6 c) AED excursion 2 2 Envelope loss/galn 22 41 20 36 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 22 41 20 36 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 27% 41%1 0 0 0 22 6 0 0 0 41 17 27% 41% 0 0 0 20 5 0 0 366 15 Total room load Air required (cfm) 28 2 58 3 25 1 51 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsof!- 2018-Jul-1616:43.24Right -Suite® Universal 2018 18.0.13 RSU23828gyp`... argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Calc = MJ8 House faces: SW Page 8 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: Lot100KensingtonReservel- Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 it 3 Room height 8.0 1t heat/cool 4 5 Room dimensions Room area 1.0 x 289.0 it 289.0 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM Btuh/ft Area (ftq or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12C-0sw 0.091 no 2.52 2.85 0 0 0 0 2A-2om 13A-2ocs Blk wall, s 0.350 0.201 ne ne 9.69 5.57 21.97 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 1 t 2A-2omd 0.620 ne 17.17 30.63 0 0 0 0 12C-0sw 0.091 se 2.52 2.85 0 0 0 0 2A-2om 0.350 se 9.69 21.14 0 0 0' 0 2A-2om 0.350 se 9.69 21.42 0 0 0 0 W 13A-2ocs Blk wall, s 12C-0sw 0.201 0.091 se sw 5.57 2.52 5.29 2.85 0 32 0 32 0 81 0 91 2A-2om 0.350 sw. 9.69 21.42 0 0 0 0 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 4)/ p 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 11 DO 12C-0sw 0.390 0.091 sw nw 10.80 252 12.03. 2.85 0 168 0 153 0 386 0 436Val 6 2A-2om 0.350 nw 9.69 21.97 15 0 145 330 W PII L-D 13A-2ocs Blk wall, s 12C-Osw 0.201 0.091 nw 5.57 2.52 5.29 1.45 0 0 0 0 0 0 0 0 11D0 16B-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 289 0 289 0 256 0 503C F 20P-11t 0.078 2.16 1.12 48 48 104 54 F 22A-tol 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 92 Envelope loss/gain 972 1505 12 a) Infiltration 245 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other p Subtotal (lines 6 to 13) 1217 1588 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1588 15 Duct loads 279/. 41% 331 656 Total room load 1548 2244 Air required (cfm) 85 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoy Right -Suite® Universal 2018 18.0.13 RSU23828 2018-Jul-1616:43:24 argoEGRSW\Lot100KensingtonReserveLargoEGRSW.rup Calc - MJ8 House faces: SW Page 9 wri htsoft Duct System Summary Job: Lot100KensingtonReser... 9 Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3840 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 119 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk b1h 1 h 444 24 19 0.237 4.0 Ox 0 VIFx 16.1 85.0 st1 great rm h 3272 180 143 0.208 8.0 Ox 0 VIFX 23.2 92.0 st2 great rm-A h 3272 180 143 0.218 8.0 Ox 0 VIFX 18.0 92.0 st2 kitchen h 3445 189 143 0.219 8.0 Ox 0 VIFx 17.4 92.0 st2 laundry c 1106 16 49 0.235 4.0 Ox 0 VIFX 16.9 85.0 st1 loft C 2244 85 100 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr bth c 1541 59 69 0.295 5.0 Ox 0 VIFX 11.3 70.0 mstr rm c 3684 94 164 0.304 8.0 Ox 0 VIFX 9.1 70.0 mstr we c 51 1 2 0.304 4.0 Ox 0 VIFX 8.9 70.0 mstr wic h 328 18 16 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int C 58 2 3 0.326 4.0 Ox 0 VIFX 3.5 70.0 mud rm h 936 51 28 0.212 4.0 Ox 0 VIFX 21.3 92.0 st2 pdr h 759 42 18 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2 rm 2 c 1321 44 59 0.232 6.0 Ox 0 VIFX 18.4 85.0 sti rm 3 c 2709 102 121 0.222 6.0 Ox 0 VIFX 23.0 85.0 st1 rm 3 wic h 615 34 26 0.209 5.0 Ox 0 VIFX 30.0 85.0 st1 rm 4 c 1308 39 58 0.300 6.0 Ox 0 VIFx 10.1 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 642 475 0.202 600 14.0 0 x 0 VinlFlx st1 Peak AVF 220 273 0.209 501 10.0 0 x 0 VinlFlx 411- wrightsoft' 2018-Jul-1616:43:25 Right-Suile® Universal 2018 18.0.13 RSU23828 Page 1 I'M... argoEGRSW\ Lot 100KensingionReserveLargoEGRSW.rup Calc - MJB House faces: SW 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 rb1 Ox 0 1160 1160 0 F 0 0 0 Ox 0 VIFx wrightsoft' 2018-Jul-16 16:43:25 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2ACCA...argoEGRSW\Lot100KensingionReserveLargoEGRSW.rup Calc - MJ8 House faces: SW 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot100KensingtonReserveLargoMGRSW Builder Name: RYAN HOMES Street: 3840 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dro gedceiling/soffitsoffittheinsulationandanygapsintheairbarriershallbesealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking,or floor framing cavityg insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extpnfi behind peo*no and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snr*nkler cover plate, and walls or.cp0lings. a. ui duumurl, m5pmalurl dI Id(J Walls snail be In accordance with Ine provisions of iuu-40u. 7/16/2018 4:54 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 4 1ABu , r.• m , I GIMT ROOT r•r m 14xB lecd 14x I1 d - 4 B, e,--- ro x N L = --------J - .1, b0ro 3' bath duct ` Pip ; 145 B'tzD 7a to roof cap ex41. 14x81ecd 4 E3 w/fan • M iu ` f)d3 Nutone 696RNB ex4 . cd , p- 30 = 3 a bDd Z r r - Transfer ducts/grilles sited h eanpliance etth Florida Residential Building Code - M160E.4 Rolanced Return Air, exceptions 1-3. BuRder must provide unrestricted 1 Inch undercut on doors to habttable roons. kitchen vent to roof cap LL-------- _ Z------------1---- WOxTOQW 7RMl41 Builder will need to B®iEese lR Oa provide a/c duct chase 44M ex 4 VAL 20 I 1 4- 70 I I 1GX6 1r 3' bath duct 14 5 to roof cap18x18rag 5 T•a w/fan N utone 696RNB 14x8 11wcd 16' 165 BEIROOM 4 60 6 MIS 1•cd rcd 300 20x6 wall rag L a 1rc dryer duct d 4' to roof cap L 6' 44 1 ^ , r/dryer vent bat 1o6x061rcd bath duct zo-R to roof cap Ntr 1- 3' 2ox6 rat rag ex4 lrcd w/fan Nutone 696RNB ieeoa 20x6 rail rag 6. 120 BEOBOOY B r lOx6 Ircd I6 Ir 3. 0 TON v/51(v e240V 1PH 18x13 plen 25 platForn by o bldr state N 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, Rating L1J Li W z 0 p L7 0 O I—i* Z G,,) Ln Q o z d o LLJ J Y L1_ z O N m W z J co O -=) E- Q Q ly- mCLJ( n0C) PV, w advantage Plumbing, Inc License # Signature RECORD COPY I L ti 1 v h / s 3 Iv 3 h 21 v v#f 8-3.479 BU,4o 2s oRo Tv1ENT jw RECORD COPY I= DESCRIPTION AS FURNISHED: Lot 100, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. WETLAND BUFFER 555 N 52. ' " W N 46'30 38 "' W55534. 52' N' 75. 47' w LOT 101 5.00' LOT 100 EXT. LANAI I 3y-7 63. 78' yob ZONING - Ok to construct single family home with setbacks and impervious area shown on plan. 3.7. 3 -10 Largo vs I - r i CTR 0 w - ti 0 5. 00' "o C6 LOT 99 Z r• 0 06 PROPOSED MODEL LARGO VS - M GARAGE RIGHT 8 7' ENTRY 5. 00' i v o 0 5. 00' 16' DRIVE \I i 25. 50' D= 08°2535" R= 55.00' N. L= 8.09' Wq K 10' UTIL. ESMT. C= 8. 08 ' CB= N 31039'06" W WALK D= 22°2026" R= 25.00' CRAWLEY DOWN LOOP L=9.75' PRIVATE R/W VARIES) C=9.69' N 49046'45" W CB= S 38°36'32" E 22.82' PROPOSED = FLASHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED _ FRONT 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' f= PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE - 2,2201 SQUARE FEET OR 37.3% SIDE 5' FOR 40' LOTS FOR 60' LOTS LOT GRADING TYPE A F(i5 LOT FEET SIDE 7.5' SRESIDE - 10' FOR 5' LOTS Qy PROPOSED FINISH FLOOR PER PLANS 32.0' LIIVINGONTAINS AREACONTAIS J5A SQUARE FEET SIDE STREET - 25' QCLCONELANAIPORCHCONTAINS867tSQUAREFEETCRUSL' NMT'Y' ?—SCOTT ASSOC., INC. - LAND ASURU'YORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r • PLAT DA- . POINT ON LINE F FIELD Tyr. - TYPICAL NOTES: I. P. • IRON PIPE PRC • POINT OF REVERSE CURVATURE I. R. IRON ROD P{L POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONALSUFM1kY0R5ANDLNPPERSINCHAPTERSJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C. M. • CONCRETE MONUMENT RAO. •RADIAL 2, UNLESS FIHBOSSEO WITHSURVEYOR'S SIGNATURE AND ORIGINAL RASED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. 1/2' IR •/LLB 4596 NA NON -RADIAL V. P. VITNESS POINT 7. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS RCC. RECOVERED P. O.R. • POINT OF BEGINNING CALL. CALCULATED P. O.C. •PINT OF COMMENCEMENT RHl PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFF2-CT THIS PROPERTY. 4. NO UNDCRRCROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF. FINISHED ROOK ELEVATI@/ 3. THIS SU/YEY 2 PREPARED FOR THE SOLE BENEFR OF THOSE CERTiFlEO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLDNAILLDISKBSL • BUILDING SETBACK LINO E. DIWENSHONS SHOWN FOR THE LCuITIOM OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ V RIGHT-CF-VAT BPL BENCHMARK ESMT, • EASEMENT B.B. • BASE BEARING 7. BEARINGS, ARE BASED ASSUMED CTUM AND ON THE LINE SHOWN AS BASE BEARING (B.B) DRAIN. DRAINAGE B. ELEVARONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC YFJMCAL DATUM OF-1029. UNLESS OTHERWISE NOTED. UTIL. • UTILITY CHAINLINKFENCE Q. CERTIFICATE OF AUTHORIZATION No. 4390. jCLFC. VDrQWOOD FENCE C/ B • CONCRET[ ROCK SCALE 1 I • . 20 DRAWN BY: •.• I. 0 /DINT OF CURVATURE P• T. POINT OF TANGENCY CER71FlE0 BY: DATE ORDER NO. DESC. DESCRIPTION R • RADIUS PLOT PLAN 07-10-2018 4461-18 L • ARC LENGTH D DELTA C • CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN •- - --- -- • -- - -•-• THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FlRM' TO RUSEN R, JAMES . SCO R.L S I/ 4801 I ZONE - XC MAP / 12117CO09OF (09-28-07) RECORD COPY F` `3 City of Sanford Building and Fire Prevention Product Approval Permit # # 1 A- 3 4 7 9 Project Location Address Sp w-'on SA NPR- . ;J 0 QgRTtv1E 6 Cr -cam, Form As required by Florida Statute 553.842 and Florida Administrafive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - 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 Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 i MAml ROOF TRUSSES A FLORIDA CORPORATION S 0 r 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES a 0 PROJECT: KENSINGTON RESERVE 0 u COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:100 / MODEL:LARGO / ELEV:M / GAR R JOB#: 72902 MASTER#: WRCLG10E OPTIONS: EXTENDED LANAI Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLGICE JOB #72902 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: LOT #100 Model: LARGO v1 Address: Subdivision: City: County: Hillsborough State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 pst This package includes 49 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date I1 A0065517 A01 7/6/18 13 A0065529 CJ3 716/18 25 A0065541 FL07GE 7/6/18 12 A0065518 A02 716/18 14 A0065530 CAL 7/6/18 26 A0065542 FL08 7/6/18 I3 A0065519 A03 7/6/18 15 A0065531 CJ5 7/6/18 27 A0065543 FL09 7/6/18 I4 A0065520 A04 7/6/18 16 A0065532 E01 7/6/18 28 A0065544 FL10 7/6/18 5 A0065521 A05 7/6/18 17 A0065533 FG02 7/6/18 29 A0065545 FL11 7/6/18 6 A0065522 A06 7/6/18 18 A0065534 FG04 7/6/18 30 A0065546 FL12GE 7/6/18 17 A0065523 B01 7/6/18 19 A0065535 FL01 7/6/18 31 A0065547 HJ2A 7/6/18 18 IA0065524 B02 7/6/18 20 IA0065536 FL02GE 7/6/18 32 IA0065548 HJ3A 7/6/18 19 A0065525 B04 7/6/18 21 A0065537 FL03 7/6/18 33 A0065549 HJ56 7/6/18 10 A0065526 CA 7/6/18 22 A0065538 FL04 7/6/18 34 A0065550 HJ7 7/6/18 11 A0065527 CJ1A 7/6/18 23 A0065539 FL05 7/6/18 35 A0065551 J2A 7/6/18 12 A0065528 I CJ2L 7/6/18 1 24 A0065540 I FL06G 7/6/18 36 A0065552 I J2C 7/6/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Tniss Design Engineer's Name: Anthony Tombo'lll My license renewal date for the state of Florida is February 28,2019. NOTE -.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. The Truss Design Draw!ng(s)(rDD[s)) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location). These TDDs (also referred to at times as 'Structural Delegated Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. Tombo III engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. ti11111f1/ No 80083 11. JJ ff • Tr0. W V ; M 0. •..• E.40.".TmboQx E 0-/ , UI.410" T. Tti,pp III, NMbENWOMM LLC. L-FI Pura.. , , D1: S.& 2015 01n1341-M 041W III, P.E- 3B BCA22100 0000 004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 AM A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLG10E No. Seal # Truss Name Date 37 A0065553 J3A 7/6/18 38 A0065554 J56L 7/6/18 39 A0065555 J7 7/6/18 40 A0065556 J7C 7/6/18 41 A0065557 L01 7/6/18 42 A0065558 L02 7/6/18 43 A0065559 L03 7/6/18 44 IA0065560 M7G 7/6/18 45 A0065561 VO4 7/6/18 46 A0065562 V08 7/6/18 47 A0065563 V12E 7/6/18 48 A0065564 VM3 716/18 49 IA0065565 VM5 7/6/18 50 STDL01 STD. DETAIL 7/6/18 51 STDL02 STD. DETAIL 7/6/18 52 STDL03 STD. DETAIL 7/6/18 53 STDL04 STD. DETAIL 7/6/18 54 STDL05 STD. DETAIL 7/6/18 55 STDL06 STD. DETAIL 7/6/18 56 STDL07 STD. DETAIL 7/6/18 57 STDL08 STD. DETAIL 7/6/18 58 STDL09 STD. DETAIL 7/6/18 59 STDL10 STD. DETAIL 716/18 60 STDL11 STD. DETAIL 7/6/18 61 STDL12 STD. DETAIL 7/6/18 62 STDL13 STD. DETAIL 7/6/18 63 STDL14 STD. DETAIL 7/6/18 64 STDL15 STD. DETAIL 7/6/18 65 STDL16 I STD. DETAIL 7/6/18 Page 2 of 2 Job . Truss Truss Type Oty Ply A0065517 WRCLGICE A01 Hip Girder 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:15 2018 Page 1 ID-hA3xRN 7kH8GY_sQsevncy2zOBnp-rJGtAESIpA185xa6cOhpO4 F8O75KghOmFP3El Dz_nn_ 1-0 7-0-0 12 9 17-7-7 23 0 0 30-0-0 1 1 7-" 0 5.4-9 5 2-13 5-9 7 0 0 1 Dead Load Dell. = 5/16 In 700 MT20HS= 1. 27 28 — 29 30 11 31 ' 32 33 ' Sx8 = 2x4 11 4x10 = 500 MT20HS= 2x4 II 5x8 = 3x8 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 74-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 58(LC 12) Max Uplift 2 = 781(LC 4) 7 = 781(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5141/1622, 3-20=-6369/2115, 20-21=6369/2115, 4-21=-6369/2115, 4-22=-6369/2115, 22-23=-6369/2115, 23-24=-6369/2115,5-24=-6369/2115, 5-25=-6390/2124, 25-26=-6390/2124, 6-26=-6390/2124,6-7=-5137/1620 BOT CHORD 2-13=-1408/4653,13-27=-1404/4669, 27-28=-1404/4669, 12-28=-1404/4669, 12-29=-2011/6390, 29-30=-2011/6390, 11-30=-2011/6390, 11-31=-2011/6390, 10-31=-2011/6390, 10-32=-1409/4665, 32-33=-1409/4665, 9-33=-1409/4665, itdb kEeSa7 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.90 Vert(LL) 0.3210-12 999 360 MT20 244/190 BC 0.67 Vert(CT) 0.5610-12 644 240 MT20HS 187/143 WB 0.80 Horz(CT) 0.11 7 n/a n/a Matrix -MS Weight: 164 lb FT = 10% BOT CHORD 2-13=-1408/4653,13-27=-1404/4669, 27-28=-1404/4669,12-28=-1404/4669, 12-29=-2011/6390, 29-30=-2011/6390, 11-30=-2011/6390, 11-31=-2011/6390, 10-31=2011/6390, 10-32=-1409/4665, 32-33=-1409/4665, 9-33=-1409/4665, 7-9=-1413/4649 WEBS 3-13=0/505, 3-12=-695/2062, 4-12=-690/462, 5-10=-701/460, 6-10=-708/2090, 6-9=0/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=781, 7=781. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 230 lb up at 7-0-0, 123 lb down and 138 lb up at 9-0-12, 123 lb down and 138 lb up at 11-0-12 123 lb down and 138 lb up at 13-0-12, 123 lb down and 138 lb up at 15-0-0, 123 lb down and 138 lb up at 16-11-4, 123 lb down and 138 lb up at 18-11-4, and 123 lb down and 138 lb up at 20-11-4, and 240 lb down and 230 lb up at 23-" on top chord, and 365 lb down and 77 lb up at 7-", 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4. and 365 lb down and 77 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-1 93(F) 13=-365(F)9=-365(F) 20=-123(F) 21=-123(F) 22=-1 23(F) 23=-1 23(F) 24=-123(F) 25=-123(F) 26=-123(F)27=-70(F) 28=-70(F) 29=-70(F)30=-70(F) 31=-70(F)32=-70(F) 33=-70(F) q Nre drglF mnrr'tl i7tl fi1SSf1(SlalA'Apl'Ill RW LCOgfIICK(RIOM{6TIY;1[OCRf7Gd[Ir hs. Intl ksq rodnsd rid ans fri ]ins ksphnglRP,dds LA.111rYR I I bf—SSed Nnne kLns4rne mrd nM In,0 Ilnr.mr ren etllbndh6i16e nY 11r7rn1 hop[q p 1. Sr:.21 brew'm ud ere"Itlnrnm .-Frs.d e M IN ln}d4'ftT--pall roe Mrdr.d IM1I Anthony T. Tombo 111, P.E. druduimsfv 11dNnlhdemprmYY!deco—'1hom'.wtiW "hl Wnkuprr,bucrnoft, l 6,1Kdmbdl Ysrnhd Fl.M xnddhiGidea;hellnrdhims.aie4t!Iktar l,nMendMglMllris""'blf[d a 80083 sr t".1Id nge [es:xe. tans 1n Wr de d IN inamr d er rM., dW" IeqNm Sdisy > sal W rbWdb ASW Id ema ti pr s od M1 Miss nspn-iand h41 d ee Lnr ktq, Ims"In— as w rms dr.,a'ns etunuldwllre[slrm qrd geeo.emlhdlien nehrl Tr lmsdlra[gmrblCi Ce 1"Iq Mnp,ninuflmehron dor Mdr, maflLllibmnnMd tnl. 4451 St. Lucie Fort 3494t Pierce, FL 3a9a6 Gppil6f01116A- 1Imllnsses-Ankey1.IsmbeIll, r.l. hprdsaiasofibis 6omsmd,isley fro, isproli iftlrifliennAt rinespermission hoc A-1hodlnsses- Anthony 1.IsotsIll, L1. Job Truss Truss Type Qy Ply WRCLGICE A02 Hip 2 1 A0065518 Job Reference (optional) Kun: tf.ziu s May 16 zul6 runt: 6.Zlu s May 18 Zo18 Mllex Industries, Inc. Fn Jul 6 13:24:16 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-J WgFOaTwaTQ?j5919kC2xloN4PM2PGsvT3onpgz nmz r 1-0-0 9-0-0 15-0-0 I 21 0 0 30-0.0 31-0-0 1 9.0-0 I 6-0-0 6-0-0 t 9-0-0 11 5x6 = 3x4 = 5x6 = Dead Load Dell. = 3116 in 4x6 II 3x4 = 40 = 3x4 = 4x6 11 LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 72(LC 12) Max Uplift 2 = 337(LC 8) 8 = 337(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-2125/1363, 4-5=-1992/1391, 5-6=-1992/1391, 6-7=-2125/1363, 7-8=-950/0 BOT CHORD 2-12=-1053/1872,11-12=-1278/2204, 10-1 1=-1278/2204, 8-10=-1056/1872 WEBS 4-12=-96/469, 5-12=404/262, 5-10=-404/262, 6-10=-96/469 1[I y31 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.65 Vert(LL) 0.19 12-15 999 360 MT20 244/190 BC 0.96 Vert(CT) 0.38 12-15 946 240 WB 0.31 Horz(CT) 0.09 8 n/a n/a Matrix -MS Weight: 129 Ib FT = 10% 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=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=337, 8=337. LOAD CASE(S) Standard n Mb11 III'14. Whlo011nmriluln 21911. FEW I0WC11tlll0nrtrR.l;11t10 IX1IIII'Ma IrYILIE M mflen Iri•en. Musibt—mbinb dsAnu.du ubldd(a a. wtI4n Y,„lo fmltdttltq otIrtlhl. qnu.gerlMnNqh:ro tp.0tbm,r Lxl.nhb/ dILl l4OrlD0: rdnnlrnbnbt. rr4h nei0w. hatidltnntrltirhlcbltq[ dr!m uWIYhqlMCIl1( dgiglOwww'JpatpuEM, m. syptl rnu,nbulnna:( tIbOfrfo0r(,ldlFlytWrwYd11b1qtdhdd41U> L. t!nYq1r0dug4ri1ddll YfMFhFlr. mnnnlfaRlbIR Lfl tlLnyrWlandMnlltllntApr. 11ntlnp[ genfrmt w* Wn., 1p 1—imMnM f00w7wt. Mi. arkti t Anthony T. Tombo ill, P.E. .E.lhgpv80083 4451 St. Lucie Blvd Fort Pierce, FL 34946 GbPIYirtYtlhubtelt0dAnlruyuIll,l. l. leW NINCIi8l If skis dKOX141, il Gly lan,itp 11'eriAe IRrrrinprnttiuhablledlet AeAurl.lw!Ill,r[. Job a Truss Truss Type Oty Ply A0065519 WRCLGICE A03 Hip 2 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:17 2018 Page 1 I D-hA3xRN7kH8GY_sOsevncy2zOBnp-niOdbwUYLnYsLFkUjRjHTVKXVpo081M3ijYLM6z_n my 1 7-1-8 11 0 0 1940-0 22-10-8 30-0 0 1 1 7-1-8 3 10 8 8- 0 3 10_8 7-1-8 1 4x6 = 4x8 = Dead Load Dell. = 3/16 in 0X A 10I 13 t2 11 4x6 II 3x8 = 3x4 — 3x4 = 4x6 II 11-0-0 19-0-0 30-0-0 11-" 8-0-0 11-0-0 Plate Offsets (X,Y) - 2:0-3-11,0-0-0], [6:0-54,0-2-01, 9:0-3-11,0-0-4] LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.23 11-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.48 11-20 753 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 142 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 319(LC 12) 9 = 319(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1168/41, 3-4=-2186/1499, 4-5=-1915/1329,5-6=-1739/1287, 6-7=-1915/1330,7-8=-2186/1499, 8-9=-1170/41 BOT CHORD 2-13=-1208/1950,12-13=-919/1738, 11-12=-919/1738,9-11=-1213/1950 WEBS 4-13=-294/380,5-13=-143/438, 6-11 =-144/438, 7-11 =-294/380 WEBS 4-13=-294/380, 5-13=-143/438, 6-1 1=-144/438, 7-11=-294/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=319, 9=319. LOAD CASE(S) Standard 4aq•E4eu Meglherlerh'Id nGt fi3SL1{SRIEtj GIiLLl RU151((IttillCgnllAlljt410';!(t1CR[I:aim'hs.G.116dp peansd ena afnnnslms Mp Yngif[4ldhlelnll IrYel rLhhexe Lea ieSv ne minsa9nno e>wnMipl, nY alulr,tian i'nstYlrestlha. ronM.dd aetrn, trap ty.epe. sle.ary tq,>rmu+.lw gnm,n.rip,an inur q,eng nyrwery h,awp e, eaye wu Maeindloo eery..(o re•1 na,p m.geen.irq mn. noraq Anthony T. Tombo 111, P E. t s 80083 dilily M.pa d(feen nl nn so M• ae itW at to n to tpeveWtti d to ddaq(eyeaW 4lal ab•aun MVI p ,Ad M ll nl r tRWSietaena• p-d e M1na.l ea ets;-Aftn d4en s! L p T—Dro.1-6W Eq—d tmtbteo.tl, a'm 4451 St. Lucie Blvd. Fort Pierce, FL 34946 eppilht 01016 Ad Ied Lases - Ambaq 1. Iem6e III• P.E. Ieptaleame of tlis ietamem, io aa1 fill, is prailded air6eat tie .firm peemestiae Gam A-1 Isol hisses - Aetbay 1. heb III, P.I. Job Truss Truss Type Qty Ply WRCLGICE A04 Hip 2 1 A00,65520 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:17 2018 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp•niOdbwUYLnYsLFkUj RjHTVKTRpi48k43ijYLM6z nmy 1-0 6-5-13 13 0 0 17-0 0 23-6-3 30 0 0 1 6-5-13 6-6-3 4 0 0 6-6-3 6-A03 5x6 = Sx6 = Dead Load DeO. = 3/16 in 4z6 II 3x4 = 4x6 = 3x4 = 4x6 II LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Holz 2 = 101(LC 13) Max Uplift 2 = 337(LC 12) 9 = 337(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/156, 34=-2249/1583, 4-5=-1926/1339,5-6=-1532/1238, 6-7=-1926/1339, 7-8=-2249/1583, 8-9=-1078/156 BOT CHORD 2-13=-130312017. 13-22=-808/1532, 12-22=-808/1532,12-23=-808/1532, 11-23=-808/1532, 9-11=-1308/2017 WEBS 4-13=-4651513, 5-13=-211/498, 6-11=-211/ 498, 7-11=465/513 CSI. DEFL. in ( loc) Well L/d TC 1.00 Vert(LL) 0.4513-16 799 360 BC 0.97 Vert(CT) 0.6011-13 596 240 WB 0.25 Horz(CT) 0.10 9 n/a n/a Matrix -MS 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=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=337, 9=337. LOAD CASE(S) Standard 4 bS 0a PLATES GRIP MT20 244/190 Weight: 133 lb FT = 10% fv.q nwv rtrn(tltrrhgtr't Ina nrmjLLWrlacuiritx7(IJSAnGl(1$IOzi(nT;xIICR[KatRI.r, let kurp•m(ndmtntnw en Imf(n*O( (W.WaeLAwtI(wk4ttkheatsw Mktnt 0rbtd—ritvet.6, t01,wh alhYtwwM l:nf Yllnndhbt7Dbw•.t lf(uwf kvp Ip.0 .frntat(rpe!r1LWwwt lDD ir'nem o.upRrl or KrnWwlgxMryrnNWllph(r t(sp tlhse sLusMrn(nbe lW wh. wl.I41 hlnp nvelatu lwer/(wtabet,5mtU11 Anthony T. Tombo ill, P.E. I dw d tmthrqt.IligbMiutwWJm 4Am.b0•witrasud(pvik lelaq kapr,.pt unn ti((Cd0.eJMbd hYq(M(dfRl ihq(rnv lktuden edl w Mavlms. wiyq(tiY pigt, h(nC.wdkuq udiY(r n(NuW; dfatal ksp,dIena Nwn(nt+ebtrowrkpte.nw!Mksa(n kay r.(wm 1arA Ke-aan((00platybflly Ull nrdn(nllb Rw,d pJay. mlkLtatr 280083 d(nlu edud tt(f(rm qnd qa •'nmllt rcnw,(hel nt lms huttgav h(0l mlfl r(M°v+ r4liw(kvp.,hw(kt7t(yar lrmtl'nfrvn, a'wt 4451 St. Lucie Blvd. zJ kup,n6•;tfteaEgatnaof (w1q Na7lr.(M.man4Lv1bR11 Fort Pierce, FL 349a6 Gppilb07011Adlwlhessn-Aet1ae11.IsclesIll, [.I. t(ptdmiasdAisbmaem,ueghro,itpralilet1.itAenAt""93F06ssiuboo A -I teal lrnses-AaAeerl.leas Ill, p.t. Job Truss Truss Type Qy Ply WRCLGICE A05 Common 5 1 A0065521 Job Reference (optional) Run: 8.210 s May 18 2018 Print- 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:18 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Fuy9pGVA65hjyPJhH9EWOjtilD1 Ct5uCxNHuuYz_nmx 1-0 8-0-0 15-" 22-0-1 30-0-0 1 8-0-0 7-0-1 7-0-1 B-0-0 4x6 II 5.00 12 4x6 = Dead Load Defl. = 1/4 in 1 to 3x4 = 4x6 = 30 = 4x6 II 19-11-1 30-M LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0 43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-&0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 115(LC 13) Max Uplift 2 = 353(LC 12) 10 = 353(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/98, 3-4=-2207/1537, 4-5=-1996/1466, 5-6=-1909/1491, 6-7=-1909/1491,7-8=-1996/1466, 8-9=-2207/1537, 9-10=-944/98 BOT CHORD 2-14=-1 241/1966, 14-23=-704/1363, 13-23=-704/1363,13-24=-704/1363, 12-24=-704/1363,10-12=-1245/1966 WEBS 6-12=-4511701, 8-12=-425/535, 6-14=451/701, 4-14=-425/535 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=22ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Irve loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=353, 10=353. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 137 lb FT = 10% cry kry Nrrplh rnh. n •e 1 pwf n7SSFSl'SNlrl QRui RtlrS a [prantel [mor,ictr; uucrttauni• rra hrry rae Nunn, d.d.an. n, hm on* on,lrto, er urrt first, n n hd r nM, nr mn, en.nr mr. nr m,.y md,eNrrVl,,eor lr rulMhlOph Mr l Nrirn,kap[grapr, srarartrp+;mwngmorrrnm,u.,yraeAnrn,mdn{annq n,Nwnar br.ru,TAur,ayr rn„rgmrwmlOo rlf.r.f+H. I1rep—ino. Anthony T. Tombo Ill, P.E. I deuA6oim,N.fWlghbiur,3lardno.sir.60..i,rbvrlrpru6l.hyGnp,,.6t.best nl4lr0.'al0rhdlaYgrNrdIFI1Mr,(rrN M1fWdwhrLnrdtirfn,a.a1 Mr1";w,q,bask. mehi"Mer.npWinW z80083 Ar ["a; Dtvpj ad Exii LD si soN.erroodur.m,.fIBrim,nmaagtwrn,SO" W-MImrypAirsedgrndSKI —clnr inmelpmmiMiles 6rrn4-iiar,rw,calmMin..hiss "Egan.erm,nrn.c,.n, 4451St. Lucie Blvd. rfawu Idrr If r felrn 4d qn. map h d rrrtn wrlrrf. M tort &rrt fgmn h eCi d I1p N,ip., n Inn sish.lrpmn a my wM N atedad ru n e, Id.e.Ilsl. Fort Pierce, FL 34946 teplsipli0ltlAA-Iledlmes-A. flo.yl Ied@111,1% teprohniaufrlisAem.eabinmyform, isirolilael.irietlrlerntie. permission hem A-ltealTresses -Aahany1.Into III, pt. Job Truss Truss Type Qty Ply WRCLGICE A06 Roof Special Girder 1 1 A0065522 Job Reference (optional) sx6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC201771-PI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP No.2 'Except' B2: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 1 Row at mldpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2 = 1826/0-3-8 (min. 0-2-2) 9 = 2764/0-3-8 (min. 0-2-5) Max Horz 2 = 84(LC 8) Max Uplift 2 = 506(LC 8) 9 = 870(LC 9) Max Grav 2 = 1826(LC 1) 9 = 2764(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3619/1015, 3-4=-3317/967, 4-5=-3301/956, 5-6=-6011/1892, 6-7=-6011/1892, 7-8=-5751/1818, 8-9=-5825/1839 BOT CHORD 2-14=-912/3260,13-14=-1483/5304, 12-13=-1483/5304,12-21=-1567/5372, 11-21=-1567/5372, 9-11 =-1 607/5268 WEBS 3-14=-316/288, 4-14=-617/2250, un. o.c ,u H may 18 2u Ia Print'. 8.210 s May 18 2018 net rek Industries, Inc. Fri Jul 6 13:24:18 2018 Page 1 ID:hA3xRN7kHBGY_sOsevncy2zOBnp-Fuy7pGVA65hjyPJhH9EWOjlebDlutlpCxNHuuYz nmx 18-6-4 23-M . o, — 4x4 = Dead Load Defl. = 5/16 in 6x8 = 7x6 WB= U8 = 6x6 = 5xlO = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.97 Vert(LL) 0.3411-12 999 360 MT20 244/190 BC 1.00 Vert(CT) 0.6111-12 590 240 MT20HS 187/143 WB 0.86 Horz(CT) 0.12 9 n/a n/a Matrix -MS Weight: 172 lb FT = 10% WEBS 3-14=-316/288, 4-14=-617/2250, Standard 5-14=-3040/1054, 5-12=-427/1011. Concentrated Loads (lb) 6-12=-271/187, 7-12=-31 I f785, Vert: 7=-193(B)11=-365(B)21=-1512(B) 7-11=-318/1286 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=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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=506, 9=870. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 230 lb up at 23-0-0 on top chord, and 1512 lb down and 498 lb up at 21-4-12, and 365 Ib down and 77 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-18=-20 t cuq My Mr pll,nh•r'11170F MS61iNFfi QIElltolMS l(OlrfllCn(R10Y[ILi7';!((1CHtY4dlli'hr, fer tlr pnumdid vtn ntl n, les tOng1((Psr1Y.Vl I IrYgel nhn, 34nienne Cru, tr.nraMbrlA, jYII,I,aarm/a„agY nNh rrbbk nW Its TmlWin ["-III,3palr bo„x',r wl„ or lNu'mm -PWdnm {.,h,tld gxrl 114-00 Mr b,.p4r,-*N!, N.M.r(Nr7,d„ INI hfnp n„apu,.ldq,,,b„tuYtrr Anthon d•„Aa lm,h,gMllignr,n^,u,wdrOnn.rO•ai,r#itd,pnrlW,qOu,p,6„wn4r14L4'drbde•Ygn1,dIM11 MgnN4rlNdga,tl,,,ArfnKtlAgldl4u,q,.hsbVt dkugJ Ma,epuLLt!,I Y T. Tombo 111, P.E. rwgn, d[sr,nn +u,n,nw.msoor al n.seam„nraa4cq.,bs,mrm.m.latgl•meh nduuos,dnn.r.Nau snirs„,,,l,num,drnnea,hmn hn,on $0083 funuldtwlgonre q,tl aAo dl W• Fgam ra h,tt oa+rrmu,,us, m, lh rrinb,hN.(Mlm,ns,(gemhlelrr(lalMnp,ulin,Srna(gnmAorMlq 1 9lJAh;ma,ne,hdbU41 4451 St. Lucie Blvd. opyrgYr01016blbdlnsses• Aasloofl.Tod#111J1.trp,aAmiaoof11isramnem,ienyInc,ispraliAnllrilheotrherrmeopermissinhaA•IroofImses-Aribuy1.lonlblll,Ll, For(Pierce, FL 34946 Job Truss Truss Type City Ply A0065523 WRCLGICE B01 Hip Girder 1 1 Job Reference o tional Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:19 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-j5VNOcVotOpaaYutrsllZwQrQdQ7cdoMA11RQ z_nmw 1-0-0 7 0 0 10-8-0 14 4 0 21 1-0 0 I 7-" 3-8-0 j 341-0 7-0-0 I n-- r _... n_ = V8 in 7x6 II 1.5x4 11 5x8 = 1 5x4 11 7x6 11 63'1e] LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) 1/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.16 10-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.28 11-12 908 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 2400F 2.0E 'Except' T2: 2x4 SP N0.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-10 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 = 182210-3-8 (min. 0-1-8) 8 = 1822/0-3-8 (min. 0-1-8) Max Horz 2 = 58(LC 8) Max Uplift 2 = 578(LC 8) 8 = 578(LC 9) Max Grav 2 = 1822(LC 1) 8 = 1822(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/251, 3-4=-3479/1090, 4-21=-3654/1213, 5-21=-3654/1213, 5-22=-3654/1213,6-22=-3654/1213, 6-7=-3479/1090, 7-8=-1287/251 BOT CHORD 2-12=-950/3123, 12-23=-949/3140, 11-23=-949/3140, 11-24=-910/3140, 10-24=-910/3140,8-10=-912/3123 WEBS 4-12=0/509, 4-11=-277/784, 5-11=-629/402,6-11=-277f784, 6-10=0/509 WEBS 4-12=0/509, 4-11=-277/784, 5-11=-029/402, 6-11=-277f784, 6-10=0/509 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=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=578, 8=578. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 262 lb down and 243 lb up at 7-0-0, 145 lb down and 151 lb up at 941-12, 145 lb down and 151 lb up at 10-8-0. and 145 lb down and 151 lb up at 12-3-4, and 262 lb down and 243 lb up at 14-4-0 on top chord, and 368 lb down and 75 lb up at 7-", 97 lb down at 9-0-12, 97 lb down at 10-8-0, and 97 lb down at 12-3-4, and 368 lb down and 75 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20 PLATES GRIP MT20 244/190 Weight: 100 Ib FT = 10% Standard Concentrated Loads (lb) Vert: 4=-215(B)6=-215(B)12=-368(B)11=-73(B) 5=-145(B) 10=-368(B) 21=-145(B) 22=-145(B) 23=-73(B)24=-73(B) IF. Tirol dmdbdn.nttn„h,pdr.g(Ralddwll.lr:rrtI[.t6wShoWnrit udnrdrr.d#ddWnN twy eld rwwmrt'nssle er nN4bninM Mt I'll—hvpfrpwwpr,Sr.41 bpew;bsrdwglGDuxnmswwnp., d rwrdnmwl nputignywumq WIN ewpolMsgt I ss4o"ONl0iwlf,wewlm. 6lwpnuwpso.lwlgrw ws wmleq Anthony T. Tornbo 111, P E wlnrdasl;mluyl ILMh6rnrd M!dOrUm.tYO.>.irmrtrN lnhldF hvryr,wprrwnndorlll4R'wlhYolca!>1n4wlfRl fbr mdtllWdmEdln dkNIL WN"NwOgmgr.bode. dYrtgrMI.qnqroW!d z 80083 rAi lolk9nhl¢.w1cora..%low.6c0000. mndrddnrdOfhdY 6ywmSddrM-wnwXs1)rWtl 4MindYUnrdwrulhF-WFA.n RIIhS.lLmpeollxntlYndUhnthtgr,LmOrc#[gnw7fmt4M.,ant 4451 St. Lucie Blvd. d ..lerdlrtGsec qnl nw w. hdlrwen tidn! fhlnsshtrt[s blGlblwdq hsyw,ninss Slvw[wwdwi wll NgsduN w:u m.thMYR11 Fort Pierce, FL 34946 ApniFhOt016blimflnssts-Ambgl Imbsill.r.f.tepododiwuldisbmeed,iwsay fun, isproll1ited.ilhce[it rnnesFneissiwboo bltewflresses-Asibuy1.Imbwll01. Job Truss Truss Type Qty Ply A0065524 WRCLGICE 802 Hip 1 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Fri Jul 6 13:24:20 2018 Page 1 ID:hA3xRN7kH8GY_sosevncy2zOBnp-BH31DyWRdixRCiS3OaG_58y3FOjhL5bVOhm9yRz_nmy 6. 5-7 9 0 0 10-8-0 , 12-4-0 , 14-10-9 21-4-0 01 06-5-7 j 0-:8 i 1 8-0 1-8-0 2-6 8 F 6 5 8 3x4 = 1. 5x4 II 3x4 = Dead Load Defl. = 3/16 In 3x8 11 Sx8 = 3x8 II LOADING( psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.19 11-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.40 11-14 642 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 10 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 80(LC 12) Max Uplift 10 = 218(LC 13) 2 = 246(LC 12) Max Grav 10 = 852(LC 1) 2 = 915(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-908/20, 3-4=-1415/1000, 4- 5=-1171/831, 5-6=-1059/801, 6- 7=-1059/801, 7-8=-1171/831, 8- 9=-1419/1003, 9-10=-942/69 BOT CHORD 2- 11 =-795/1251, 10-11 =-799/1256 WEBS 6- 11=-279/522, 4-11=-267/331, 8- 11=-273/336 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=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except at --lb) 10=218, 2=246. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 93 lb Ff = 10% sfimq IIm.OngYr n,n. m'114 [ON tMES( r].Wim]llt4l tramps 1pslp9r9VIn9Kt39lthWlrh. 1.6 ll,gt unw3aiw.4,'u,hns Coup Co.ngMi 1pltesrgl.1"S.11 Idnm 9m lA...0 Cohu,On.iN,sbwe ll. uh Wid, r,n shhs M1lh.ui h,4laJ.h nt1 brim,Cos*fqw,pt.Sr.r ligr.l4,N.glM,rn,nnr. sysp.,rl Er Mnsr np.ngr,sP.Wl+.6,4k„t ,Ir sghfmslgmlwYlll.h, rnlM1l h4sp nuef.o Vtlq ,erNt Anthony T. Tombo 111, P.E. dn. 1CosM,YRhJlgitd,,,sp.sH.,IhO.r,bfl.w',r.0.uelq.n.f.WgCoupv..6,,..,n esuLN¢(ra,hWMqurrrlM1114,pnd.11kIl1rtghU.0%inn,.h6gh.6qMum -80083 e, whga lndt.w.r ur,sn... rrorrr.onrlrr. mrr l.r.asaryr..tetJruwl inrtul..,rudl.l..l,rn. llFls.,rrn,l.wte run dh., *.,ln au ty.n,rim,Y..he..,.s 4451 St. Lucie Blvd. Av.IU4Mh. Gd.,gnl r••,igh Apt,,.nhd f4 has Co,*lq,n,hgif. Wlgh.s*a,. inns trN.[gw.4.l Mi.g. 11y41td h.tn.,YM.thl For; Pierce, FL 34946 ep,ilht0IlllhA1Gd hnus lcthsnl L1esrM tlh 1.f. Irpei.niudl4sImraN,i.al161a'ap.iilud rubdlke-Intl peelssinhl-1414dlMsts /ulhmry I.lut1.111,r.1. Job , Truss Truss Type Qty Ply WRCLGICE BO4 Common 2 1 A0065525 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:21 2018 Page 1 I D, hA3xRN7kHBGY_sQsevncy2zOBnp-fTd8RI X3O031psl FyHoDeLV IeQ3w4XLedL W Wtz_nmu 1-0-0 6-5-8 10 2-9 8 0 14-10-9 21 4 0 1 —01 6-5-8 4-4-2-9 6-5-8 4x4 = Dead Load DeB. = 3/16 in 3x8 11 5x8 = 3x8 11 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-74 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 92(LC 12) Max Uplift 8 = 231(LC 13) 2 = 259(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/43, 34=-1436/1038, 4-5=-1130/822, 5-6=-1131/823, 6-7=-1440/1041, 7-8=-954/93 BOT CHORD 2-9=-833/1274,8-9=-837/1280 WEBS 5-9=-384/606, 6-9=-376/433, 4-9=-369/428 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=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0411 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=231, 2=259. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 94 lb FT = 10% MR-F.W001mx.b'14ID0illiMrSrLrAWWI IM&(ct=VS(Mom ;MnAtWirupwrl'Ar r 2 purfr nosdrnlrnwoninsbnFbr.glrJFl.I.I.I,d,ll[16mt1mlrrrw WJuiml ald.biSf h IYId, 0r 1:o10d M wd t r@S I,," Isr I— Mur tgYnpr_yrri y.4 1,W..7 ra,rrrun. mini 4b Fanrr.>!.Ir.>t.nbbwQ+uq,tm,rgcw,rt:l.n. rent. Ik hupts bz,:ry a.em,,.ru. Anthony T. Tomtw III, P.E. dnr4rrlrnrY.S1+i,IrtobnywKg4or O..u,be.w's wba:dq.64YgMupr..bne,r.ibOL61(rer l tl Wgrrr.111N.hgnr1461p.lryhtl.u4blr.u bbri./i m*..vra.dkq udrbntl.WlryM 3 r 4iaq b,4r, rfr r 11.r ul wl YlNrbFanrl rb,rlbw[lw.r SIn,Yr.cw(r(SgrYW1.lI.I St(IniAnwdYr Aedfir, IRi a'r,brr.p,Wn.IMn 4hlmrAyr,(mihvPS wr dimrll.ArG*.m 4451 St. Lucie Blvd. a. trwb.dgrlmd rdr:i•rh t•*,.,nd hun,b*tq.ni,rAierwybur.n.t,.rs.unt.4rwa mdbn.rur.d.tnl. Fort Pierce, FL 34946 eppiillmy016AIG Ilnstet AailwyLlerbtll.LE. Igrdemondihsrecemal,ianyl..,ispolibitd iiba ube rinnpa.issi.be. AIbet lmus AatMgl.lo.l ill,Lf. Job Truss Truss Type Oty Ply A0065526 WRCLGICE CA Comer Jack 10 Job Reference o tional Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:22 2018 Fage 1 I D:hA3xRN7kH8GY_sOsevncy2zOBnp-8fBWeeYh9JB9ROcSW?JSAZ2XEge8p 1 Bos?F61 Jz fmt 1-" 0.11-11 1.0-0 I 0-11-11 U6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 36(LC 9) Max Uplift 5 = 84(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; 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 gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard emsn v 0 w+h rrv.Ir'11[xil russa uir-1amiumr[JIIc11G5[Ij10Y[•attl';l(utrltK!IPhs. Irrcr r,¢1 Mmd!1 n n,Im, kspMngtIW;.61A 11. lw61t IdrnrLm Mrr.,. d., O.•iuuM MItl,Y nP hYuemrI,rlm,h,p[q eQr.S1r.1bq,;mur Tn,.Frm,o¢1sra ren,mdgxl'r ,+Nrrn[.}ilhtallh.t[pedw,rlCD h,wl W.Irb,,pnuq,.brtqumwt,dq Anthony T. Tombo 111, P.E. a80083 aY11Mpu Ibe.. at n, mw oa iElo[u RWIltirbNe, d h 9-UR a1 r fQy 6b m PM pthhlh M.W tal erhnlfti ptlrl4451 St. Lucie Blvd. umlr'at4rrt'tullan 1p.r4L.,hut,h.,ley, b}r atl lm, n8.ru,tFort Dierce, FL 34946 pirhtOp016A• IGelLrstlt•AmYarLla¢6alll,l.E.tepnbmanlrYisAlroncm,iealbr,itpoYiluelridettrhe.nneepermntiMhmbllaollrnut AnMorl.lon6/111,1[. Job Truss Truss Type Qty Ply WRCLGICE CAA Comer Jack 6 1 A0065527 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:22 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-8fBWeeYh9JB9R0cSW?JSAZ2YEgeHpl Bos?F61 Jz_nmt 1-M i 0-11-11 1-" 0-11-11 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 37(LC 8) Max Uplift 3 = 5(LC 12) 2 = 79(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 14(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard r.,.t rmsee.s.lktt,r,a.,x•(tswtnmtsruuvlarutnuurroumtnt 10111 nr;uuinnuertr..t.Mnsppora..,r,dism tn.,t o.rnILblunt u,nte!.nt Un,e.r.. Metal 0 mr..ti shhl, s.smra„mrnd.al»a nelasnuryts.pe.s ' tgnrrures tro,eumnempo r tnure n ey.wutMrt.vr+r,gain:,„wnrtm.q.a.tFstrennnu.pmssey,s es."u'" Anthony T. Tombo 111, P.E rssamtm, w.tt.u,yxr,nrs3maro.,..ro..r,eo,dyysrw(yrs«,,.rmm ru4mcrratw srerstiLThneni r(ur.rvuneartm.asmrrae ay...mussrtny"asr,nr.mw,t+ r80083 r w>a x,fa r [rw. 11 a„ca • r lW r r r m, r p An d r ddq (wr.m 54p hY.eblt0lj tihJd M nt r Wl m hml4 pm rJaa RI.L„ L,nrmJesn r Mn l L lin, avr+.l m Ay (gels nl fms.ad, moo, ans nu asrd.rust,r.asf.dsr...rrhsorr,sn,dtrhsuN.PF..ucatrwaruysauhnssrn+ymor rwq m asA•mnnr i tnL 4451 Fort Pierce, LuFL Blvd. ce, FL 34946 bppipY10? Olt b(lseplosses•Aeslay1.temheIII, l.l.lepselenosofills letooem,iesay Iwo, ispaiiisi lsitleetieWinopemissiwhemldledhisses-AeAay1.tools(0,r.l. Job Truss Truss Type City Ply A0065528 WRCLGICE CJ2L Comer Jack 4 1 Job Reference (optional) Run, 8.210 s May 18 20113 Pnnt: 13.210 s May 18 2018 Mi l ek Inoustnes, Inc. Fn Jul 5 13:24:23 2018 page 1 ID:4jzFDQg4cfrJ B8GsXfoakBzO6Kq-slus_ZJwdJO3ABe4ighjmajBE_RYURx4f7fZmz_r3ms 1-5-7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-7 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 = 22/Mechanical 4 = 15/Mechanical 2 = 138/0-3-8 (min. 0-1-8) Max Horz 2 = 34(LC 8) Max Uplift 3 = 15(LC 9) 4 = 14(LC 9) 2 = 121(LC 8) Max Grav 3 = 22(LC 1) 4 = 18(LC 3) 2 = 138(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. U4 = a3 a 1-5-7 0 3 4 1-2-3 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.00 5 >999 360 MT20 244/190 Vert(CT) -0.00 5 >999 240 Horz(CT) 0.00 4 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=121. LOAD CASE(S) Standard Weight: 6 lb FT = 10% t.ry Mud.nlY. rrn•rttY 11701 n7wrott Arlin rEW A(Oi'AaCK(IS1DYr I1lr;1(r10RfVAIrt I,.* Up poandtd inno m lint hWbP1%(tWdr algl Torok? I. fArwfl:o Wiinr bins Min— .M iDe,rj WitYtonrrrYn lmhru/MbI'JEpMrll ltrlrnrkvp[gr.pr-SN I r;LWn.r lMigesmtompudtrrrdnrrnlrynNl nyrWarr hrtrrrt*Atrtgrinn R mrntrlOD.¢..rl. iFl htrtpnrrrp.o I Watt..a.Ltwnar.7 Anthony T. Tombo III, P.E. drudtnlmthrgl.11 htrmpw rlrndtrArn.trO•ritra-I:drp:lntrl.I/n{lryp•,.trtrmndtraLLlCdtrIrW F.Ya{u4.lIFl,ThppWddr ipidmtrllnrdtrfmt..lr411digar r, hrhANdYngsWi. fptdind :80083 tr ltiq Myna Lerro.ill.atrnr..trlyddtrrdarr.d pdrtrrrdm M/1(q n4Ea}hM.mtOWjpWtklY(nldn(1nrd—W. pWFJat. IRl YfrtNrrrrpu/an nl Mnl4lim AsQ..hnt letp [gtmdlmt Ya.frJnu,.,r 4451 St. Lucie Blvd. w..(mrlratnnydn...w h rcn ea lrinvnvxy.nhaotrlr hup...lnusru.E. enrws m *JdA as.,.MM.Oil. Fort Pierce, FL 34946 oPpi1A10?Olt A-1Whinsrs-A.Aagl.Into 111,1.1, trprolsaindlYis/Konrrd,isagbre,ispoibnd.ilhehtle.rmaperminiuhaoA41collnun-Admi,1.Unto III, r.l. Job Truss Truss Type Oty Ply WRCLGICE CJ3 Comer Jack 10 1 A0065529 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:23 2018 Page 1 I D: hA3xR N 7kH8GY_sosevncy2zOBn p-csl u s_ZJwdJ03ABe4 iq hj mahAEz5YU Rx4 f9fZmz_nms 1 0-0 2-11-11 1 0 0 2-11-11 2-11-11 2-11-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc 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 = 194/0-3-8 (min.0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 67(LC 12) Max Uplift 5 = 69(LC 8) 3 = 55(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard r,q.eo-„en Mu,r—r,e•AIIMMSaCViI[naeaunnuuorannxma;wrr;lleCelfi:uE1 hr hrfrh,lrpsa andnN.nrft. LaEnpdngl[PdYIArII Ie40.I[.Id Shmso! ene mts r*!W MhlisIetor.Y WidreQfbirYM1ssMlmeul4bPMM1MrEI srelm,em¢I¢pe.thnra,l¢rr;mueIwo,IGOryrnm,nrupalloeeb,uedganvluq.ultla,hroelespNhtyeLrtLhm1u0e1DDwry,.e.ml, rrw.,eeyee..hr,armn,.a+ert Anthony T. Tombo Ill, P.E. I rdeuEMl ss M1rgW6ghhrupeuYm.rad0.rr.MO.ai,aand gfxd Mleq Devp,.6cennrl oelel.4LL: rr 0e lenllrJl>g u4dIFI MgInNNMI00dmhell neAh ims.de/glr.OeAarge. inhaoinedYeva rill MrY rnNWr.N z 80083 antyoe rleren m..truen.MlhDero,m.eta+ewe,elmuuycr.mSlmanwm.laSgrlwNhmdsur erw e,NtiR.e u.ernla.,eeqeweartewru,euha,ov n.11n,on[q..IlntW.+u,..t 4451 St. Lucie Blvd. r!. lu lrkN l,eftlea qeN eeu .mghWTnulnWd IY lnuhty[gmerhlClhliNar Mtgr,nl+!s S,cea hpeeu Eel d!q Np3tIJN unnnliad slTtl, Fort Pierce, FL 34946 Gppirha0lk16Ad[ oil lmses-Amlagl.lomhsIll, 1. hproloaia.dIlis6mmem,isurlawnprohddedwdooThe rnhesyermississhim Ad[aid hisses -Aerhuy1.looks 001. Job Truss Truss Type Qty Ply WRCLGICE CJ4L Comer Jack 4 1 A0065530 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:24 2018 Page 1 ID:4jzFDQg4cfrJBBGsXfoakBz06Kq-42JG3JZxhxRtgKmgdPLwG_7sAeGIHxhSJJkCSCz nmr c 1 0 0 3-5-7 1-0 0 3-5-7 U4= LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.02 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 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 = 81/Mechanical 4 = 46/Mechanical 2 = 204/0-3-8 (min. 0-1-8) Max Horz 2 = 57(LC 8) Max Uplift 3 = 56(LC 8) 4 = 40(LC 8) 2 = 163(LC 8) Max Grav 3 = 81(LC 1) 4 = 59(LC 3) 2 = 204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=163. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% cdq nr 1 e.,Ta.1r•I um nnusruu!rtmlm nnulraanenmm rmr;uuenn;ulr hra lnry kv*ntmdml tnranrLntln{hngln0!dhlrlwf!!rYtlrl hhnrSled Mrrnr hlett Ax.iu onlnMl01,Y dlLYmim rnttm rrLlhr nDah nil II Ilrn1 k3gt!gM(II,Srr:ldt(!IwM mudaa(IrrlgnmtaN^trdOr dnllad gsa9q lrgndtlOr Yr Or In}dM u/e init/gmlalr lOD a¢, wlrl !M1!. tr 6tp nl.rylta.ltiryrr4w1.u311n Anthony T. Tombo Ill, P.E. I dntdltfmtNglra4ghhresMiOJmdhAur.40mttmel:drptrlMlrrl4ghvPr,rrbnWndtaLILWR:dCrbdl.lgdtdlRl.lMgr tNdtYiOldgheLnrdMfmGa1yghfi mqt.httdlrnndYrtgJ hOrn NWlnd a 800836hh1'up htprd4tnb 10.lt tam *do fppdb rrsanid prdlb1s d44dlq(gas Sly 1:9-M Vjj Pft WI?nld Lll mrdlrrtU'wil-op ur. IM1laLtlt nyrnA.+an dlnnK4lint Avrn,hnt ln[gan uflmtrnbnu, Wlc eu.tu ldnd lr Atie qud gaot2ghdlrrnmdnl Mimthltt[quni4lCler d7ryhtyn,rtL !s Srt!n bprrldar Mlq Nglladl'sts-1. dMppli Lucie Blvd. Foortrt Pierce, e, FL 34946 GpyfipnO1D16Al4dlnssesAmYorpLlan61III, LE.tepnlodioulhn4rooem,iosly lao,ispl/YilihlrilhotlThe written pamiuiuhem AdleolLrneIn6.tyl ImE/III, 1.1. Job Truss Truss Type Qty Ply A0065531 WRCLGICE CJ5 Comer Jack 10 1 Job Reference o tional Hun: 8.zlu s May lu zwo Print: ts.zlo s May its z016 miler Industries, Inc. hn Jul b 13:24:24 20113 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-42J G3JZxhxRlgKmgdPLwG_7oDeG4 Hxh5JJkC5Cz_nmr M4-11-11 4-11-11 3x8 II LWIH1 LOADING(psf) SPACING- 2-M CSI. DEFL- in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 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 = 268/0-3-8 (min.0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 3 = 106(LC 12) Max Uplift 5 = 124(LC 12) 3 = 46(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-237/441 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 61=1b) 5=124. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 10% nrnl.tb.ub rgSl.r.r•.h 111301n7SSnrSNllja1%11 lroYuneYlmtoxiair;t(dCnfKrYAf hr let,kgppnmm lbMonwnrlmr0es}7nglRP,dMlrlrll IwkIttI.Ift-SYMkS—t c+bra.ruu u.mmr.rl rdrY u rn ynfrmtlr.whhl7hbk•dd wrimrhuplgrrpr, Spgmttrryp;mudwvt NDry,ebm mKa•/brrnW Igeu nywgYAar br br lbp br xyrlmt trymin[bfUD r¢. wM SRl hlwpwrnpwf.lwlgrrbmn Orly Anthony T. Tornbo 111, PE wlwrAbb lmf'w q Y.1/;q hhrnprhlb! dbr 0• .60. a rMrkgid.bdew aLlo W, Wlh bd kRwm,w,d rki IkgpnUdhtNW e?hdlnr dh I— dAq Ydis cvelr. brn0e I k grkllkr nq a nW r 80083 a tay,Ihr¢dt,ewr. Yr a, rnw.h mod h p.maierd lod", 01h 9Wq U p"tray bbi m piilrsed 4 trim utl mdnnur RwnOpA -mt r*r» 4msk"n Eq—drwn bidr..,.nc 4451 St. Lucie Blvd. ne. lb ldu Ilr lrtr4 qed q..rhrhdt p:nwdni N1.0i plep bh 101 Is llYar ks.pr,wlnu Sygn lr/ma Owl YMlq LlcoW4b:nnwmdkm1. Fort Pierce, FL 34946 Qpytil6t 0 2016 A I lnl lntset - ArlAeey 1.Iembe Ill. 1.1. 11preleaioe of 16B 6em em, in Ill hem, is Vdilshtl biller) the rn0ee permiYsin hem 4I hel lasses - Aetbny 1. lento Ill, F.I. Job Truss Truss Type Oty Ply A0065532 WRCLGICE E01 Half Hip Girder 1 1 Job Reference optional) 4x4 = 2x4 = Run: 8.210 s May 18 2018 Print. 8.210 s ID:hA3xRN7kH8GY sOsev 3-0-0 8-8-0 3-" 5-8-0 Plate Offsets (X,Y)— j4:0-1-12,0-2-121 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 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 8-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 462/0-8-0 (min. 0-1-8) 11 = 377/0-3-8 (min. 0-1-8) Max Horz 2 = 75(LC 8) Max Uplift 2 = 329(LC 4) 11 = 288(LC 4) Max Grav 2 = 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-750/562, 3-12=-670/537, 12-13=-670/537,4-13=-670/537 BOT CHORD 2-6=-529/663 WEBS 4-6=-386/460, 4-11=426/321 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=22ft; 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 y 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:25 2018 Page 1 2zOBnp-YEteHfaZSEZkITL1B7s9oBg_C1a101NEYzUmeez nmq CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.43 Vert(LL) 0.07 5-6 999 360 MT20 244/190 BC 0.33 Vert(CT) 0.07 5-6 999 240 WB 0.42 Horz(CT) 0.01 11 n/a n/a Matrix -MP Weight: 39 lb FT = 10% 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=329, 11=288. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 129 lb up at 3-0-0, and 40 lb down and 51 lb up at 5-0-12, and 40 lb down and 51 lb up at 7-0-12 on top chord, and 52 lb down and 119 lb up at 3-M, and 22 lb down and 48 lb up at 5-0-12, and 22 lb down and 48 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=-41(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) roesn—fwm# r.tr•11UOTntssarsimacutl11110a maScmloxam;!([1CIfKtf1 heI,*hppewnsdimlMet nrmf-kpN."ITW;deylA,rellrURllMt.,Simi kin n,U.,Mbf—atdni4lM,rY t1ht, tMrian,Mke:dMtrnDnk,M4 t,eh.n ksi teprnp,.sK.mtYp,e,mwn loc,Mnm,.m,MwMtn,ur e wm oy.wiim>«Y lnTtiw,gnTn:, lyml.nelro.h.wttil lrl.un mw.,.w r1. uA nlm,bgwllnrnbmpuWm/tr0.en.40m,uortrdrttnu,IW,Ougrr,.bswanto,lE,4 rlthhdl IgsdsdlFllk nJthlGOwenwlnedWlm,.tlrt w1Y}uy,.mteMwedYnyJ,Ilkhnfer+W!d Anthony T.Tombo111,P.E. trwx lk,r.da emw.„nw.trmortreimn.l lemneraagce.msemtn,ua.pMr+akthtnwuun,d.ew.pmra..mlr„Nnpwue,.trusuhmnur..ti,Ytpt,,.Irnut„ta u,.,, x80083 tlrnu ld r Ile Dina qed esr myhtlrcx, enehQ IYlm,dtp[pnu101Nwly k,.pe,n inu Sry,a EYwulol e,il ao,selraN rn erl,td rn 1. 4451 St. le Blvd. Fort Pierce,, FFL 34946Oppilil 0 ? Olt Ad hJ basses • Aetieq 1. levke Ill, r 1. lepteleuiae ofskis bmnem, in up hem, is pmkikitd ititn tit wittet ptimistsn htm Ad hod linses - Amkny 1. bola III, r 1. I Job; Truss Truss Type oty Ply WRCLGICE FG02 FLOOR 1 3 A0065533 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s Ma ID:hA3xRN7kH8GY sosevncy2z( 4$12 6 8-0 8-7-8 11 6 0 13- 1- 5-4 1-11.4 2-10$ 11-4 1 1.Sx4 11 4x10 = 1.5x4 II 4x4 = 4x4 = 1.Sx4 II 13x12 = 18 2018 MTek Industries, Inc. FriJul 6 13:24:26 2018 Pagel Inp- 0Ro1 U7bBDYhbwdwDlgNOLPCI nRpAleOOndDJA4z_nmp 502 = 1 5x4 II Dead Load Defl. = 1/4 In 3x12 = 10 4x4 II 5x14 = 7x10 MT20HS= 4x8 = 2x4 II 2x4 II 4x8 = 2x4 II 504 = 4x4 11 LOADING( psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress fner YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 = 4993/0-3-8 (min.0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 20=-3983/0, 1-2=-9654/0, 2-3=-9654/0, 3- 4=-22148/0, 4-5=-22148/0, 5- 0=-25536/0, 6-7=-22039/0, 7- 8=-22039/0, 8-9=-9577/0, 9-10=-9577/0, 10- 11=3915/0 BOT CHORD 19- 20=0/1022, 18-19=0/18196, 18- 21=0/18090, 17-21=0/18090, 17- 22=0/25536, 16-22=0/25536, 16- 23=0125536, 15-23=0/25536, 15- 24=0/25536, 14-24=0/25536, 14- 25=0/18188,13-25=0/18188, 13- 26=0/18068, 12-26=0/18068, 12- 27=0/1080, 11-27=0/1080 WEBS 1- 19=0/9378, 3-19=-9336/0, 3-18=0/1587, 3- 17=0/4435, 5-17=-4087/0, 5-16=0/1491, 6- 15=0/1543, 6-14=-4205/0, 8-14=0/4189, 8- 13=0/1798, 8-12=-9327/0, 10-12=0/9231 CSI. DEFL. in (loc) I/defl Ud TC 0.96 Vert(LL) 0.6315-16 376 360 BC 0.78 Vert(CT) 0.8515-16 276 240 WB 0.88 Horz(CT) 0.08 11 n/a n/a Matrix - MS NOTES- 1) 3-ply truss to be connected together with 10d 0. 131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-64, 845 lb down at 4-64, 845 lb down at 6-3-12, 845 lb down at 8- 3-12. 845 lb down at 10-3-12, 845 lb down at 12- 3-12, 845 lb down at 14-3-12, and 845 lb down at 16- 3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-848(F) 19=-845(F) 18=-845(F) 21=-845(F) 22=- 845(F) 23=845(F) 24=-845(F) 25=-845(F) 26=- 845(F) 27=-845(F) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 326 Ib FT = 10% Yq. tmvn.w r, ,. r rltow n3rswrsiuulm:ulrim rmlan[nmlax cnr;![IJ[R[IJEef he1,41b,lppmmd edd+.mhw,M the.gp[PuhrA.rI.IrbRIW.-SimW ne edeud.n.odd.nemr.ry nos.m ra,ur re s.daorewm wyrwmw,. dd" Anthony T. Tombo III, P.E. otrsi—W. 9WAIsr rul wds!d6P.m.MQ.tr,e4trd¢f hWLgDniry•,6r.btldlaltL*,IKo llkbeg Wdj,Wi Iml a 80083 erhUgMg.rls. u.M,aw.isOWN ppM,.dpdrmn dim pkit(owdk"W.Wo.rtmrrwrlhlwdmsmrd narF-dpt...mta,M..bnsrr.yrEq-0lMrurrs,wn, 4451 St. Lucie Blvd. ne.wwwlre omr^mrhalse„ wr,d.tkswun,M!.p.noe[tdhlAu..nl:,slc,+f,pmr rK r uuraNre rnldarenml Fort Pierce, FL 34946 opiv16102016MIIeIhisses AAm6etfl.lesboIII. 11. teprdeai000ftYisdwarm,uafform, ispro6i6hd.iliardt nnnpereissiwhim Adleaf Insses-Amhufl.Isdo111,Lt. Job Truss Truss Type Qty Ply WRCLGICE FG04 FLAT GIRDER 1 3 A0065534 Job Reference (optional) 113.7 6x8 = 22 3 26 27 17 16 15 4x4 II NAILED 5x10 = 7x 10 MT20HS= NAILED NAILED 2x4 II JUS24 3-2-14 3-2-14 LOADING (psi) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Iner YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP N0.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 18 = 4160/0-7-4 (min. 0-1-8) 10 = 4155/0-7-4 (min.0-1-8) Max Horz 18 = -37(LC 6) Max Grav 18 = 4160(LC 1) 10 = 4155(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3546/0, 1-19=-9800/0, 19-20=-9800/0, 2-20=-9800/0, 2-21=-9800/0, 21-22=-9800/0, 3-22=-9800/0, 3-4=-19160/0, 4-5=-19160/0, 5-6=-19160/0, 6-23=-9647/0, 7-23=-9647/0, 7-8=-9647/0, 8-24=-9647/0, 24-25=-9647/0, 9-25=-9647/0, 9-10=-3487/0 BOT CHORD 18-26=0/1125, 26-27=0/1125, 17-27=0/1125, 16-17=0/17213, 15-16=0/17213, 15-28=0/17213, 14-28=0/17213, 13-14=0/19160, 13-29=0/17368, 12-29=0/17368, 12-30=0/17368, 30-31=0/17368, 11-31=0/17368, 11-32=0/1114, 32-33=0/1 1 14,10-33=0/1114 WEBS 1-17=0/9061, 2-17=-726/0, 3-17=-7760/0, 3-15=0/1235, 3-14=0/2044, 6-13=0/1887, 6-12=0/1 335, 6-11 =-8082/0, 8-11 =-740/0, Continued on page 2 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:26 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-0RQ1U7bBDYhbwdwDlgNOLPC6PRsolesOndDJA4z nmp 11-9-11 14-10-0 17-10-6 21-2-8 - " Dead Load Defl. = 1/2 in 1.5x4 II 1.5x4 II 400 = 37 1.5x4 4 5 6 23 7 8< 28 14 13 29 12 30 31 17 32 33 I rl 10 JUS24 4x4 = 4x4 = JUS24 2x4 II JUS24 5x10 = 4x4 II JUS24 JUS24 NAILED NAILED NAILED HrAEM 14 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TC 0.60 Vert(LL) 0.2813-14 874 360 MT20 244/190 BC 0.62 Vert(CT) 0.8013-14 311 240 MT20HS 187/143 WB 0.85 Horz(CT) 0.06 10 n/a n/a Matrix -MS Weight: 341 lb FT = 10% WEBS 1-17=0/9061, 2-17=-726/0, 3-17=-7760/0, 3-15=0/1 235, 3-14=0/2044, 6-13=0/1 887 6-12=0/1335, 6-11=-8082/0, 8-11=-740/0, 9-11=0/8912 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 distnbute 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=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 426 lb down and 250 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5-0-0, 208 lb down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18-2-8, and 129 lb down and 85 lb up at 20-2-8, and 426 lb down and 255 lb up at 20-11-12 on top chord, and 59 lb down and 64 lb up at 2-5-4, 45 lb down and 50 lb up at 3-0-0, 45 lb down and 50 lb up at 5-0-0, 538 lb down at 5-6-0, 538 lb down at 7-6-0, 538 lb down at 9-6-0, 538 lb down at 11-8-8, 538 lb down at 13-8-8, 538 lb down at 15-8-8, 45 lb down and 50 lb up at 16-2-8, and 45 lb down and 50 lb up at 18-2-8, and 59 lb down and 64 lb up at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-22=-185, 22-23=-60, 9-23=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=426 7=-208 9=426 16=-584(B) 14=-538(B) 13=-538(B)19=-129 20=-134 21=-208 24=-134 25=-129 26=-59(B) 27=45(B) 28=-538(B) 29=-538(B)30=-538(B)31=45(B)32=-45(B) 33=-59(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-22=-205, 22-23=-80, 9-23=-205, 10-18=-20 Concentrated Loads (lb) Vert: 1=-364 7=-181 9=-364 16=-531(B) 14=-496(B) 13=-496(B)19=-109 20=-116 21=-181 24=-116 25=-109 26=46(B) 27=-35(B) 28=496(B) 29=496(B)30=496(B)31=-35(B)32=-35(B) 33=-46(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-22=-185, 22-23=-60, 9-23=-185, 10-18=-20 Concentrated Loads (lb) q n nn.n.r'nlwrnrssof+rwrlamunnuerorantnrn axF'mrr;uue urrtrt'a..n r yr.n,dnr+n.mbo onpr..glrao;ds,r.s.Fi.l.rnrttn.a,wew.,. o+eue«.,uwr.mmr,.Y nmr.em lbassenr.rtaeemnr re Ireu.,kwb"Wpr.frDgLAIKn:mwrhm1yn.no.vwurnPanrcam-pir.wenb<a*Mw,daimptnn rnfleWoW.r I!., naup M.p. nrq.m. oralZtrmatI - tall, wybd mm4no N.e,o.,.,ra.d.. rl.w o,.6.nn bal i a dMbd1.Y r dnn ti d hlGd. Edln rb(m AnthonyT. 80083Tombill, P.E. Or l Jq Mrp..1 unwie. Am vs m M.r lro m m rm.r.el.m dm (+rani M wm PM r 4 In d SLU wd e.rs plat MI k1a.. ' m r.bumn. q- a AnrV d"- una z 80083 4W rs,eaiesntleant4h.dup,I;mOn}frran.ffm Mari.o,.k, 4451 St. Lucie Blvd. Au.lu Wwl,efafed rpxl q.armle,dra++.Let hrinuGup FyenrnenY4riq pr,p.,In:rSia.(.Qwrq Ml mmrrrnnnetwenmi. Fort Pierce, FL 34946 bp, iipYt01016AdAeelLnus•A.6eg1 Lxh.ill,pl. tepi.Im'aJtlnlemoem,iosly lrRisproUad.itknAke .rineepernisuuben A-Iteoflnues-AeAey1.IroloIII, p.I. Job ; Truss Truss Type Qty Ply WRCLGICE FG04 FLAT GIRDER I 3 A0065534 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:26 2018 Page 2 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-0R01U?bBDYhbwdwDlgNOLPC6PRsolesOndDJA4z_nmp LOAD CASE(S) Standard Concentrated Loads (lb) Vert:1=-177 7=-101 9=-177 16=-374(B)14=-370(B) 13=-370(B)19=49 20=-63 21=-101 24=-63 25=49 26=-6(B) 27=-5(B) 28=-370(B) 29=-370(B) 30=-370(B) 31=5(B) 32=-5(B) 33=-6(8) 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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20 Horz: 1-18=30 Concentrated Loads (lb) Vert:1=168 7=41 9=171 16=-159(B)14=-197(B) 13=197(B) 19=57 20=42 21=41 24=42 25=59 26=48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-1 97(B) 31 =37(B) 32=37(B) 33=48(B) 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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 16=-159(B)14=-197(B) 13=-1 97(B) 19=57 20=42 21=41 24=42 25=59 26=48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=197(8) 31=37(B) 32=37(B) 33=48(B) 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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20 Horz: 1-18=23 Concentrated Loads (lb) Vert:1=168 7=41 9=171 16=-159(B)14=-197(B) 13=-197(B) 19=57 20=42 21=41 24=42 25=59 26=48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-197(B) 31=37(B) 32=37(B) 33=48(B) 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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20 Horz: 1-18=4 Concentrated Loads (lb) Vert:1=168 7=41 9=171 16=-159(B)14=-197(B) 13=-197(B)19=57 20=42 21=41 24=42 25=59 26=48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-197(B) 31=37(B) 32=37(B) 33=48(B) ru,y n.m n.. ,hn,n•,IlwE nrssafu urlarlru rtlwamrrmrnmior<i lnm;uuenEo-„nrrrn E„r..,m,d,a.n,.mu., a,a..nllrroldmwEl l.00lrE lm,,nMrx,., min, dw.n, 9NnMfi. rj unhrom rYr,ufir„drmioobb ,or soun,hnplgrepe,yebryhp,x arrw.nouMn,mowwwdowrnwd,K,twiny-bdJrhrmrn#dm,ye1-hpMnmsho.r.+rE i hwpm,.p,o rd'1' a L,mr" Anthony T. TDmbo 111, P.E. r,u,lAnl,,,a.r.uybm,nr.mm ao.,n.mo.n;n d+«mE.unra,,.ymm a moorrbdE.r.ru4dIM11.ry nd mlhld Wln,Ae,ImtdA IMIStq.bmAtrdkr.pulY,biuE.ailf z80083 m ruyhspndree„e ao..,,w,n.e.loodup,,.f rrrbn,dmwrrrq.,nsr,m.m.(r,rrktndtusmdnn.Nrrm.i rr.mi y„a,nrn,en.rw,e>.i n, a,y..t„rn*tq,..ssnn r„a:s•.,.ns Ar.lr la5rgo(u-m qed ynr.ma)h arse wrni hinu fay, Erlm„hoCl ee la4arlwpn,nin:, SrvsERw iq Hrfy NusiaN Km r,nldnlbUH. Fort er , Fl. 3494For( Pierce, FL 3a9a6 Op}iir80701{Alioo1bouts -Adhrgl.lads 111,r.I.teproloaio.ofd'nArmnem,isogform, isprrhii4dwidentheruneoperooissimhen Adtoolhisses -Aodrrl.Irrholll,H. Job Truss Truss Type Qty Pty WRCLGICE FL01 Floor 4 AOOf5535 Job ence (optional) 0-1-8 H1 2-" I 4x10 = 1 2 1•tun: t1.21U s May 16 LU18 Print: U.211) s May 18 2U18 MiTek Industries, Inc. Fri Jul 6 13:24:27 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-Ud_PiLcq_spRXnVPJYudIGHOr7SU6fX?HztiXz nmo 3x6 = 3x6 FP= 3x6 = 3 4 5 A 7 A O O-A-8 Dead Load Defl. = 3/16 in 400 = in Is 0 223 q o Y 2r 3x6 = 4x10 = 3x4 = 3x4 = 3xl2 MT20HS FP= 4x10 = 3x6 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.45 16-17 559 360 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.63 16-17 397 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017ffP12014 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-M oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 34=-3716/0, 4-5=4908/0, 5-6=4908/0, 6-7=4908/0, 7-8=4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10-12=-2387/0,2-18=-2396/0, 10- 1 3=0/1 717. 2-17=0/1 712, 9-13=-26 1 /0, 8-13=-1000/0,4-17=-1003/0, 8-15=-95f729,4-16=-151f714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 Ib FT = 20%F, 11%E rl e..l rah. r ellwtnamruutnarulny[sacormcnm[o r1r1:r;ecnuuxuu I R uMrgN d. d d..n.mo.rl,#w..Irroddln.:l l.artrLld.nrvM .r Rd"'.6 ftd.0,wssy mhYr.sn rnsssd.sulM tlbuhdd hsLnsAmpfsywps,spn.srhp. audnmrlOsrgnsnm upexsddpdnMdgxn.lnyrW gw.lnpdh q lisue».xl.arlD.h,.d PFI fnpnvoJnm.ldqu swtsNd41 Anthony T. Tornbo 111, P Edosdblmssrq1Wqi.horpWin!dt.0..n.0s0..i..d.vd.x 0.1 WgOmipr,.ss rsmad n: Olds O[ d m Wdl.dq Wind KI Th gxnd drss[Mai sw helms d Os lms.ddq e 4Wq. InIftis W WM"tons nyrWln d : 80083 ee.d.jkSjWdUtMV U.]s SON. do 100 dh Faft dpdmsdm W g6gsssd Sddr Kr ms. (fdlJ plLJdh TRW WI srdxs df p I l.0 IM1IYL.t4n tunurd. nrre[evgne.p.amghapna .nd mmnh t F puiian.eemnrmhnso gr.he,d.p[, .drmrr r.+.,.y r 4451 St. Lucie Blvd. srpq.nlsroleewgMs:pe,.n:.usrm.6 nwdorrdy m n.,M:nnneddeml. Fort Pierce, FL 34946 qpil6107016Ad loci 6nses-Aet6sgl.Tombs III,I.E. teprdociesdIlk docsmem,inayInv. isF41,44d.il6e lfit erinnpemrsunhem A -I toot losses - AnthnyI bobs III, I.E. Job ; Truss Truss Type Qty Ply WRCLGICE FL02GE Floor Supported Gable 1 1 A0065536 Job Reference (optional) 10 2 Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:27 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Ud_PiLcq_spRXnVPJYudtrIP6rLVU IvX7HztiXz_nmo 3x3 = 3 4 5 9 8 7 6 3x3 = 4-10-0 4-10-0 Plate Offsets (X,Y)- 1:Edge,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 6 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matnx-P Weight: 25 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard nnn o..y rr,r.d raruurovsfsru n¢uwrasrmmron(mc.truc.onz6wnrr. r. a, ,rrr.m.e r,aw GK7ram.,l 1"101 ra,R:umnr.•...rnuo.• sr.rr r Wfd,..o,rw,,rrr,r rrh i.r.ii h,Im,r,q tgr.,G,. trrt[q..)6ur.qiinp,t.ertau4taptn,.lYerlmru7inrtA Yup/rogh ym,lgnlrfelll r., r.IM1I. AY,yno.y.0 l.Eq ura.n,rtYn Anthony T. Tombo III, P.E. d.v h,6n,W.y i.6!•nWfdf i66na,h6•w•I.Yn.•drpa!YdightQr..6upEiMQCMOIr Mi iYO,udrRl l M1p•NIrlNrgldl.uramLnt hlyrd,u gr.,tllrtirrgYd4hnywil} 280083 nwegrqurt•r. u..,m,..yrorrrm.rrrr+w rwyt.ugr.ta ruwl rvo.rra.wrrrna,.+... mrry,lkmwArM.WSW h,ufty.. r,T—C.ytqrlm,u.+re.,rru 4451 St Lucie Blvd. eu•lu o:4rl h,rdd q,dq.r •,mgharw,.nhd lr ur„h,q tgan b,6t er MY.y 6r*n.bn, t:m.t.y,A.7 oaa., u,q Yu/M .-*f d.11F1 For, Pierce, FL 34946 GpyripbZ7016A1Ihalhosm Aa6oryLlocklil,r.E. Job Truss Truss Type Qty Ply A0065537 WRCLGICE FL03 Floor 4 1 Job Reference (optional) 0-1-8 HI-- 0 1 25 3x6 = 400 = 2 3 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:28 2018 Page 1 ID:yPUCgGfLZTgtoRCQb771Naz2]nS-ypYnvhcS19x19x4csFQsQq I NwFSDDZ4gExiQEzz_nJnn I 1 -0 -I I-2-2-4 l 3x4 = 3x4 = 04 = 3x6 FP= 010 = 4 TI 5 6 7 8 9 10 Dead Load Dell. = 3/16 in 6x6 = 3x3 II 3x3 = 3x6 -- 14, 12 13 14 ell/ `I' S -.i I I-I\_I I 1\I% III/•I-I II%ICI 2 24 23 22 21 20 19 300 = 302 MT20HS FP-- 400 = 3x6 = to8 17 16 15 402 = 3x3 = 20-9-4 22-1-12 25-0 25 9-0 on_aa Plate Offsets (X,Y)— 1:Edge,0-0-121[6:0-1-8,Edge], 7:0-1-8,Edge], 113:0-1-8,Edge], 14:0-1-4,H !fl,-[26:0-1-8,0-0-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.46 21-22 534 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.63 21-22 389 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 18 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 129 Ib FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP M 30(Oat) *Except* T1: 2x4 SP 240OF 2.OE(Flat) T3: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(Oat) *Except' B2: 2x4 SP 240OF 2.OE(Flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 14 = 63/0-3-8 (min. 0-1-8) 25 = 1086/0-7-4 (min.0-1-8) 18 = 1626/0-3-8 (min.0-1-8) Max Uplift 14 = 119(LC 3) Max Grav 14 = 202(LC 4) 25 = 1090(LC 10) 18 = 1626(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3476/0, 3-4=-3476/0,4-5=-4535/0, 5-6=-4535/0, 6-7=-4028/0, 7-8=-3080/0, 8-9=-3080/0, 9-10=-3080/0, 10-11=0/747, 11-12=0/745,12-13=-132/273, 13-14=-136/269 BOT CHORD 24-25=0/2043, 23-24=0/4267, 22-23=0/4267, 21-22=0/4028, 20-21=0/4028, 19-20=0/4028, 18-19=0/1562,17-18=-273/132, 16-17=-273/132 WEBS 2-25=-2259/0, 10-18=-2443/0, 2-24=0/1585, 10-19=0/1694, 3-24=-252/0, 4-24=-874/0, 7-19=-1427/0, 4-22=0/392, 5-22=-402/0, 7-20=0/389, 14-16=-363/176, 6-21=-357/0, 6-22=100/876, 12-18=-764/0 WEBS 2-25=-2259/0, 10-18=-2443/0, 2-24=0/1585, 10-19=0/1694, 3-24=-252/0, 4-24=-874/0, 7-19=-1427/0, 4-22=0/392, 5-22=-402/0, 7-20=0/389, 14-16=-363/176, 6-21=-357/0, 6-22=-100/876, 12-18=-764/0 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 14. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard r•,y.l,e..I,rM,.rr•eIWUSEsruulnarutrim uorxlunml6eitn:r;uucrayxrh i,riylob nILht—.%Mie-nr aduens.ruddrnmlhl.Y WLYfrro,yOfsM, W6,rIMn1,.Y efehnf kx'lo7e,e(,•.Slnellhp,M,rudwgihl,q,umo•vrys,dr dnuol,Sxry nyulEgMox en}drsq,in!s R7nN rIDD Iy. wr lRt. llrtnpnugi YNy urrwtutlll'1 Anthony T. Tombo ill, PE I d, udlnETlr tlNlyhr,UpuN1!dO,An,.rO if,dLAlN de'rl•Iloyo,np•,•tip bdd11,61,61LL:drl,de•Y>7,WdEM1t MgFlNdrlYd,whHn,drimtddYtl wigLodubrdk gmo rnf!WWd .80083 rteHyD,fp• dltxtrOnfsn,••rlWdbyRof tyNM fdrlmq(e,emSd,gKr•m(t6lJydh1,11ytldWlm,d•nuf4pdyWutM1lYrfrrny,e•te,tdYnd4hnfdxytr.h,sh,r61 el eod,d•,am 4451St. Lucie Blvd. Ou•Iv ld• N lyefe•n7 qnl gw•rtOgly rO lrn md„! hlnu G,nEg•e,r It enrliday Mey,•,u lm+Sln•Fgna dq Wig NgtlxN:un Id d •IlII Fort Pierce. FL 34946 GP1i1h101D16Ad1nlfmuts-Amhoey1.tomb# II0E. tepndeaim,otthisdonoeo,ionytwo,isprdhihitedrithcetthevnnesptrmissixhimA-lloolhexes•lmhooy1.ImhotlOL Job, Truss Truss Type City Ply WRCLGICE FL04 Floor 2 1 A0065538 Job Reference (optional) 0-1-8 H'r 2" , 4x8 = 3x4 = Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:29 2018 Page 1 ID:yPUCgGR-ZTgtoRCQb7?INaz2jnS-Q06961 d4 WT39n5foQzxSz 1 gVAVoWy_fgTbSznPz_nmm 1-4-6 1-10-12 i 1-6-0 4x4 = 4x4 = 2-1-4 4$ Dead Load Defl. = 3/16 in 3x6 FP= 4x10 = 3x3 II 3x8 = 0 256 191f 3x6 = 3x8 = 302 MT20HS FP-- 4x10 = 406 = 3x8 = 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 FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP 240OF 2.0E(flal) 'Except* B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purims, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 987/0-7-4 (min.0-1-8) 14 = 351/0-3-8 (min.0-1-8) 15 = 2156/0-3-8 (min.0-1-8) Max Uplift 14 = 533(LC 3) Max Grav 22 = 989(LC 3) 14 = 86(LC 4) 15 = 2156(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3046/0, 3-4=-3046/0, 4-5=-3685/0, 5-6=-3685/0, 6-7=-2990/0, 7-8=-1783/0, 8-9=-1783/0, 9-10=-1783/0, 10-11=0/2375, 11-12=0/2373 BOT CHORD 21-22=0/1829. 20-21=0/3626, 19-20=0/3626,18-19=0/2990, 17-18=0/2990, 16-17=0/2990, 14-15=-1236/0 WEBS 2-22=-2022/0, 10-15=-2653/0, 2-21=0/1345, 10-16=0/1919, 3-21=-250/0, 4-21=-641/0, 7-16=-1557/0, 5-19=-396/0, 7-17=0/429,12-14=0/1362,12-15=-1544/0, 6-19=0/1027,6-18=-425/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 4x6 = CSI. DEFL. in (loc) I/deft L/d TC 0.96 Vert(LL) 0.4318-19 580 360 BC 1.00 Vert(CT) 0.5818-19 423 240 WB 0.91 Horz(CT) 0.05 15 n/a n/a Matrix-S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 14. 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: 130 Ib FT = 20%F, 11%E mq.t+,va.,x.e.o elrurnrssort¢tlrlaraatxxserorauntmor[Inmuu[n[reurdstwrra*Nw. d.r.dn.n,tm,r..oe.arlrtv,rr<s.rt.t rrtet.W—Shmer,,.e mn,dk.a,ddr.atn..y Wnsreemrra„+nrrd4dtm.r.ae e,eh.,, u,art¢.p,. trxh hp„r,nwwo,mr,rrrnm,..upeedn Mdxuoi,+e,ar mr.maa,rda,Qde„q,hr,awd dtoo . r. mt na.P n,an.haa,m.,.uae1 Anthony T. Tombo 111, D.E. d,uWe. I.—WoIMNghr—rondlo!dim N.A. .a„mstrtq rthlWglevpr,.bn "Whatt.4M IO hadked i". aIFt IhpnNdh111d!adln,dNfm tlMail IiSm,.innC6 Ikq,MYrn w,+e,a r 80083 awqOespa eraeaae.aso,,doo. map ,rnram,drd,e.,da"h.s ansentm.m{wgt htoedsea—daurstirredrm. mirLesu,nr AHa,ar doumsexr..teo F+Fa.dtmrantn..,.nr n.,. afdtt.[ataagedq ama hdlrcneteitrmvnylte,hretdt.a.lasr.,.t.:,sro+4 dorwaq U sWidore—fitatlbml ors PieSt.rce. FL Blvd. Fort Dierce. FL 34946 appipht02011A IRoil hoses- Amhosy T. limbs III, P.E. Repmboias of stir doeomem, is any term, is prahilided vithon the nines ptrmissi/o hem A -I pool Terser- Astray T. Teaks III, P.E. Job Truss Truss Type Qty Ply A006.5539 WRCLGICE FL05 Floor 4 Job Reference o tional 0-1-8 H H —&' 1— i 2-3-12 3x4 = 3x4 = 3x3 II 4x10 = Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:29 2018 Paige 1 ID:yPUCgGR-ZTgtoRCQb771Naz2jnS-Q06961 d4 WT39n5foQzx5z 1 gbgfowy09gTbSznPz_nrpm 3x6 = 3x6 FP= 3x4 = 4x8 = 0-A-8 Dead Load De(l. = 3/16 in 0 261d Iv 3x4 = 402 = 3x6 FP= 3x4 = 3x10 = 3x8 = 5-11.4 5-11-4 LOADING(psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min.0-1-8) 23 = 135/0-7-4 (min. 0-1-8) 14 = 1022/0-3-8 (min.0-1-8) Max Uplift 23 = 125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-11=3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21 =-485/318, 19-20=0/1 210. 18-19=0/1210,17-18=0/3848, 16-17=0/3848, 15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=011717, 6-18=-273/46, 10-15=716/0, 7-18=-1330/0. 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 4X10 = CSI. DEFL. in ( loc) I/defl Ud TC 0.65 Vert( LL) 0.4315-16 546 360 BC 0.97 Vert( CT) 0.6115-16 384 240 WB 0.82 Horz( CT) 0.07 14 n/a n/a Matrix-S 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/ 190 Weight: 129 Ib FT = 20%F, 11%E mrgwr nR..tr'rlt7wtmsnrsnur6arutnua epromolustors n;uuCna:urhRleroawMmRdRruR n{t•.{erQar.Irtodtraa.rl.I.anrtW-SkMrr„n,dn,WW..,md.mmr,.h tulrinm!.irO,smnnNbbllADMde 1, elr.ih6f Iq•Ipe,flrlmlhrRA,tLY.uglDRfe,W{OfRJte b•d,tl lytYler Rq uldrybb tp4bujr ln:{F.emintrlAr w¢d. P411Y M:p ,npw,.ldal r,dLrl W,llr1 Anthony T. Tombo ill, P.E. ztd280083 trwy6rsp.dt,w, e.n a„o...trtmrurRmo,rp.,dbaa. try.mtiriiit-.ImrrwMopPIduunrarnd1.P-WFA—MIlos,*„„p—a'srw,rut'R,se.,1'"s [g—Itri,sNoh.r,.4u 4451 St. Lucie Blvd. d..ihr lfi.d tlef.seugeMq.myhdr.ta,.,ehef. IM lnu d{,tFq ureLtdt4sl Msy.,n lR,{6lvr Bl.w r'q, NgSirN.:u n.Id A t71I. Fort Pierce, FL 349e6 Gppil6h 0 7016 b1 loci Inssn - Art6oq 1 lomho llL f.E. lepnbaioo d dis (orrnem, io q l., is p,oAilue6 wit6orh tie writ permission hot Ad led Times - Aethoor 1. Toasts ill, P.E. Job,, Truss Truss Type Oty Ply WRCLGICE FL06G FLOOR GIRDER 1 1 A006 o Job Reference (optional) 1-3-0 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries. Inc. Fri Jul 6 13:24:30 2018 Page 1 I D:hA3xRN7kH8GY_sOsevncy2zOBnp-vCgXKNeiHnBOPFD_gSKV FNnl2ENhZ7ziFBXJsz_nml 1I— 2= i 3x3 11 3x4 — 4x6 = 3x3 11 1 2 4x6 = 1 1 3 1 1 4 3x4 = 17 5 1 6 3 3 A' A' a. 11 10 9 8 3tr4 = 1 5.4 II 1 Ssrd 11 Wil = 4x6 = LOADING (psf) SPACING- 2-M CSI. DEFL- in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017frPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/Size) 12 = 905/0-6-14 (min.0-1-8) 7 = 899/0-3-8 (min.0-1-8) Max Grav 12 = 905(LC 1) 7 = 903(LC 4) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1917/0, 13-14=-1917/0, 3-14=-1917/0, 3-15=-2486/0, 15-16=-2486/0,4-16=-2486/0, 4-17=-1833/0,5-17=-1833/0 BOT CHORD 11-12=0/1279, 10-11=0/2486, 9-10=0/2486, 8-9=0/2486, 7-8=0/1178 WEBS 2-12=-1570/0,2-11=0/814,3-11=-725/18, 5-7=-1446/0, 5-8=0/806, 4-8=-825/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 191 lb down and 176 lb up at 2-5-4, 136 lb down and 176 lb up at 4-5-4, and 191 lb down and 176 lb up at 6-5-4, and 192 lb down and 170 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (Ib) Vert: 3=-114 13=-114 14=-111 15=-111 16=-114 17=-111 18=-117 4x6 = PLATES GRIP MT20 244/190 Weight: 53 lb FT = 20%F, 11%E q neeA. l,r h,r llnwnpssarsmlrlurmneatarxanmi r{rnr;+toots[rrtmeauMrurrnol—Anddn.mhni"b.gptaiddu+.{I lrrartrmre.rnMWont mlu,e .wuerrmnb.y nlnlreMpYnumYnNhbllDblede If II n11tT(t^rtpe.Sre711{INM.l Oluiwnl rgnd urrre ri btldlq enrlryYJtlr{6rpry*W{inUL7N1 6100dr.w6lRl hfWpinlMPan. lds od>yrL •rem AnthonyT. Tombo ill, P.E. I deu4enin{{Yr MllnphhrorwxWn4trihm.rOmsdrlrrlgdxorWloppvp•.br n4laItLWQ[dtiWMYgn4dIM1116g7rnd4hl61dgWlnrdM[nit_d l l3}mgs.hmCm dYgsi>pMrrnpOWlni r80083 d blalxphtpnu(tEenn lA tlMdebi(Od or prmn pM4 In Note rd Sdrq hku(I r1lNrlh rNdSill nrhml!pm4p.lau IM1I lrlfelrspseJlxndtlnl4 hnlpote.lm{hs}Eepnndrml e alcre, u{{ 4451 5t. Lucie Blvd. rsrmwwlpe[d, agdro.myhaprM+ah(n duaEq.nrhlno-r:egwwx,nl„{src.t.p.nao[r+4uosrawr:onhcdnml. Fort Pierce. FL 34946 oppipll 0 7016 A I Iwl hoists - Amloq h. Lm6e Ill. P.E. Ieploleaia of flit ieomem, in up hem, is p{olil'eel rifiem fie vnaee pelmrssiu hem A-h lad Lrsses - Amboy h. Tonto III, H. Job Truss Truss Type Qty Ply WRCLGICE FL07GE Floor Supported Gable 2 1 A0066541 Job Reference (optional) H- 1 2 3 4 Yi Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:30 2018 Page 1 ID:hA3xRN7kH8GY_sasevncy2zOBnp-vCgXKNeiHnBOPFD_gSKV FNvP2N DhfgziFBX,J szz_rynl pfi" 1 1 1 1 1 1 1 • 1 1 1 1 1 ern n:ti y//y/ v'C• 4i: (.w•'ti+•;P{}.. }ggq:4}}}}y,.ti:}}};?i<'iST%T {tV+Xt„Fig r'}:ii++.i•\,+,4i:}?i{++n ii'iS}}j'r:i ivk}•tiiiirSiiii'rii:ii:>Ji %rt:•%<•:'lr/::i::}:ti:i::'iiiiii>.i::iwri. 'riiiiii:•}: 56W" nxv%ir..vi,Civ W.}tiv.•}}}j,(i++rvv:++x4vvxv:fi: '+ w.4\x.ti.++J.vx+.v4v..+,.•0...::.w.++++x\•r.++w.•::.v.+ ri:l.:+::. ..... 16-1-0 16-1-0 Plate Offsets (X,Y)— 11:Edge,0-0-121, f27:0-1-8,0-0-12], 129:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip IDOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 14 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20. 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 17 16 15 14 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 20%F, 11%E W.."rc.no.pq n.d uumtmssafsmtR¢uut[unimrortnncmc catrun ruon rrr. rnhkurlsrwrt I,dru,h,tmfrsyGrnq(IOGj ler4.yl.lrrlrt.ldmn9mrr.w.r6uo.n,aM MTa.4 wta,—nthm,rrr drduenr ht[,.im,N.w.mGr•b ft+1M,d rytoums,cgrurirtmur nr+Wrrrq adyrtm,ycvrrn.q,d tnt.M1kr R7+aW.a.,rYn dw r,hn,rrya nrny ikj rew,rD.wiwOnMgN rWighp,.ruv Mtl(r0(Ierr1n07qurdUJ.frwwd/riM Iryrtlw rlm,.&dq—%gr r,nnn IYqudrrmr i/ A"a'onyT.Tomlmlfl,P.E. rweyaq rr[...ur,mw.drnrreromreetr,xdr.rgcsi..smrr.e.ta wtm.[uun,axs+rr.c+rr..tntrar,dnu.L,.i r nu.nrur.,tm,e.ur[.rmrtm,r.a...,, - 80083 rm.nrk'alhrGap nl.nlyggrrr,..hel trues{r,t sntlUirwykup..t,wrw.tr.dryr+..t uyrku.rn.,nrrr.mt. 4451 S[. Lucie Blvd. Fort Pierce, FL 34946 epyrgtl0101{{ltow 6nu,.ct{ayI Ic MOLI.E, trp 4mu ItW,lm nr,i uyln,nCJrIBe{ulutL`enrtlnya i,siahuAl4othn,n {.0.ry1.I.1.m,lE. Job., Truss Truss Type Qty Ply A0065542 WRCLGICE FL08 Floor 4 1 Job Reference (optional) 0-1-8 H i 2-6-0 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:31 2018 Page 1 I D: hA3 x RN 7kH 8GY_sQsevncy2zOBn p-NOEwXjf K24J t00oAYOzZ2SwyKSTOQ7h7wvx4 rl z_n mk 1-&0 I 2-1-0 1--" 300 = U3 = U3 = 1 2 3 4 5 6 O Tt Ie DWI Dead Load Deft. = 1/16 in U10 = 7 8 Its low hL Ppppp tt E/ r 4x4 = 3x8 = 3x8 = 3x6 = 16-1-0 Plate Offsets (X,Y)— (1:Edge,0-0-12], ]14:Edge,0-1-8], (15:0-1-8,0-0-12], (17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.18 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.25 10-11 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 81 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min. 0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578,12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0,7-10=0/1027, 2-13=0/1041, 5-1O=589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard v.." nrnsMgY,rr•..n s1loofn71S minamtfrim&cosmc osiotm.,r;wicti airhr.reNrYurNnYn,dierunwn,Ln,hr,}awglRP,dhIA Il1"901tA.n,llenMrrnr mf,ar.ryver mtoh,y Whsmroipo,sMhndbdt"hwntdAnthony T. Tombo 111, P.E I enrdMl.,Won N.A.0-6road.;N.,IM Ilnrhvp',.e,nm.AmK..6I:Ihbd1.'I,qnhdW.Tl,r/o ddoIm,.*gird.}wgclornOri dYttq"I,Ito ryullf.i a80083 4tnrq h,yndfen.+r lA+„ne..6lhldor prW,e rnlrm,4Mhdly(grm 4dt7 hhw!aLJe,Mhtller lxl nrdrnUh pmd Peru IM1I Lr,f,rnp illan IYnY.Liin, h,q..Lm hsr [4rr drm,enlMw., u,r 4451 St. Lucie Blvd. nu. mwdfre[errorprrq o.oggaNsn rKirlmrqu ty.rneotnl eghupe,ntn:,7tn+hpuneorws,uloafud nnnrodMmi. Fort Pierce, FL 34946 eppirhi02016 Ad beef hesses-A+duy T.Iemhe 111,r.[.lep9111e06+ olthis b0ooem, ie eel fawn prohheeA illim the rnnes pttmissiee how Ad ledlmses- Asthni, 1. Tomb ill, F.I. Job Truss Truss Type Oty Ply A0066543 WRCLGICE FL09 Floor 10 Job Reference o tional 0-1-8 H f 2-" 1.Sx4 II 1.5x4 = 1 0 6 15 f 6 4x4 = Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:31 2018 Page 1 ID: hA3xRN7kH8GY_sOsevncy2zOBnp-NOEwXjfK24Jt0OoAYOzZ2SwyiSTvO?u7wvx4riz_n.1k 1--&00 2-2-0 1-3-0 1.50 11 3x3 = 3x3 = 1.5x4 11 3 4 5 6 r Dead Load Defl. = 1/16 in 3x10 = 1.5x4 11 7 8 MP7 \N.00II I I 1 Ii 1,\\% 13 12 11 10 3x8 = 1.5x4 11 1 Sx4 11 3x8 = 9 4x4 = 15-9-8 Plate Offsets (X,Y)— 1:Edge,0-0-121, [9:Edge,0-1-81, 14:Edge,0-1-81, 15:0-1-8,0-0-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.18 12-13 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.24 12-13 763 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 79 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-74 (min.0-1-8) Max Grav 9 = 855(LC 1) 14 = 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551,12-13=0/2707, 11 -1 2=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007, 2-13=0/1014, 5-10=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard voq •Poa o cci* 11.011: 4 CO 11m rSFll[ l Dull l:liS t (U*mts uTTcv rw[I )=rri[rA r 6r r,li. Nub rienlrf .l ld rr, M rof lr.,10.vi 0n.q(IDGId 4 rdy l Toak l0l. W.0i s laten w r "I "..m txhl M iR rdy Wid—nmom, hlknai b.[Mall fel if rlrtlf Mf ll el(i.ynll[gw e,Wegr,fni,ltl nl>tlrr fl ,ihn/rq•,uqu,r IiMYe, flyde,cgh lmslgml MIM,111,,r1 IM1l, hl,f*e,lfep f, Ylti uE>.I,,e,IN Anthony T. Tombo III, D.E. Zt TMgpwY/rlModwyl,tlnr/m6nf,dliq.olo*..,w.rwgsadhwe,r.,u1a e80083 4451 St. Lucie Blvd. for,Pierce, FL 34946 apylipkl0lUTAA-1 toil lnfus 4r11ory LIe 1 N, Lf. Irpdrniudllif lm rll,ucoy firm, isCoklk4d ikal rho lnrtln pa nsl o film A I lady h scfs Allkory 1. l.fokl lll, l.f. Job: Truss Truss Type Qty Ply WRCLGICE FL10 Floor 3 1 A0065544 Job Reference (optional) Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:31 2018 Page 1 ID:yPUCgGf LZTgtoRCQb771Naz2jnS-NOEwXjfK24Jt00oAYOzZ2SwvCSdgQ3s7wvx4riz_nmk 0-1-8 AS.f II 1-5-0 2 3V = 2 6 0 A 3x3 II 3x3 = 3x6 = 4-5-0 0-. 4-2-0 Plate Offsets (X,Y) - [1:Edge,0-0-121, [6:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in floc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 25 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/0 BOT CHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 r..r,.see Aamiken Wne•Illurnrssorsmlrraeaunnlsumancnmlolimm,uueiur urrI. War hop poster. dRrm,.nrher, on e-taIlrta;salorwll [.bellIL m—1,tiorr— mlir,diti-s.u.d.aTO, Wy WldraNirki, Wln. u11.6i]rdMrW Ir,eirn, hup lepeerot.Se.atl.lbepe;bud woe Wisp emo.npen etr ptnW.l nrwtiq rty.ultlryb oe ln}A4 rarp T „tprMnM IW.Ir,whe Mi. IYe Lwp."ent. M1/arretlern, osiq Anthony T. Tombo III, P.E. .le"e1 nlm, begldlyl,urreynfArh!d000.en,uro..i,uoetdep.dlaUulhngr,.oersenetmlll.iel Mueledl.:6rMeadlFl lMknelellYlWalenhdlmtlNlm tle l.(igoi e.h,tebbrdkerq,MMlrn:pecll,!d a 80083 4 Ue'Igh, pn dOenen ep.a, stl en.r. ibD due peoa.,vpdJoe,dmtNq(nMmSeM!linm.p(SIJpWdd lr fnd4lU oerMe:dy prdpaau IM Olin rey..Jlau When l L lint Kuper. lint" ESP" do rm, Yr1M.v., am 44515t. Lucie Blvd. drr.l" 4. 11! I (" Wall else ..+m le ell pan wohd bee in" hop (goon I, ICI C. t4Y.S tngr, a Intl lint. berme r.e Wig d mstl rd.:.s.e n ddW a III Fort Pierce, FL 34946 Gppilht0}616A•Ibdhoun A.lhogl.Tombs III, r.l. beepuloaiololdisloto.er4,inGay fun, nprohibad*illicit the .nrtespermissinhem A-lhoolTresses -Aeihmy1.Tombs III, r[. Job Truss Truss Type Oty Ply WRCLGICE FL11 Floor 3 1 A0065545 Job Reference (optional) 10 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24.32 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-rboll3gypORkeYNN55UoagSFTsl K9Y_G9ZgdOkz_rxn) 0-1-8 3x3 = 3x3 II 6x6 = w5xs1 II 1-3-0 2 , 1-1-0 3 , 4 19 1.5x4 = 2 3 1.5x4 II 3x3 = 7 6 5 3x3 = 4-1-0 4-5-0 , 4-1-0 04-0 Plate Offsets (X,Y) - 1:Edge,0-0-121, [4:0-1-4,Edge], 9:0-1-8,0-0-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) 0.01 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.02 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 25 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(0at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(0at) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 4 = 214/0-3-8 (min. 0-1-8) 8 = 214/0-6-14 (min. 0-1-8) Max Grav 4 = 214(LC 1) 8 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard elq.&—M'gbh •.•tr'111301n31ssrsfilln 611,411 nlxsl(OIp0(11 rlsl0x({417;llnCR3.sl(I' hrs, I' thop antesd rddo rsrss1ms1nQOr.gll[Qdh 1AV11 Ir1rl(rI M.wrskm Mnnr OrM+rar.rtr Crrlo Ar IOl,rh YILkW tgs.(Ir,stnrnr 1gW10,1s wl is rt lhl,gnm+rtMWn 1Y be kn}r4&* 11.11 LtimIr4 I00r¢,r. Mi. Anthony T. Tornbo ill, P.E. wlruAr+ Im+NgWkyl+h,npfWPAnAur.IleO.i+nor¢drpt.hWogAutrt.b,wrnrrurllL rlL:dnr6dl,Jfstn4dlRl.lbgtmdrrY101d..hrllrudLfm+.rl.y1a174w,gr.h:Id.mrlYngJflYornyoWlf!r a80083 a M'/q lxym dOtziMr 4ras+nr,+610ldbtwnrl Islm+dMhdsq(r r,.4rM Yr.ro.(f(LJ Pkhslrk ht nldlLLl.rrdeak4 Rmltalau ins nlr+UrrsQe4lxn oM/nnr4l,n+Mu+.,Iiws Drsp [y.. atlmsrN.h,u, ,t 4451 St. Lucie Blvd Arnlu Mur Il s Oto qrd qn • rtmq h rV tus Y+r+ri IM Inu bsir tquur Is 101 d LLlak Mup, n ln:s IQos Fqm. rat 1.irit !0 re7LrN Ym.r n Idnl o IRI. Fort Pierce, FL 34946 OPliifht02016AI[$ @Ihisses - Anthony 1.lomhsIll. l.I. hpoiluam. if this denrintni, in nor Into, is plaittlihed withcorl fht w1itnes Felmissiom hem A-1 foul Trisses - Whirr 1. Tembo Ill, P.L. r Job. Truss Truss Type Qty Ply WRCLGICE FL12GE GABLE 1 1 A0065546 Job Reference (optional) l—f- 1 I 10 9 2 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24.32 2018 Page 1 I D• hA3xRN7kH8GY_sQsevncy2zOBnp-rboll3gypORkeYNN55UoagSFvs2h9Z9G9ZgdOkz_nmj 3x3 = 1 8 3 8 7 6 5 30 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puriins, except end verticals. BOT CHORD Rigid telling directly applied or 10-" oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20%F, 11 %E q M1m,e••1Ih n,r.W'!.1IG IIW6(LlL'I'rGEa[IR St[Ulpipt((ISiC.('W9!'jr(U7f[(OEY:ir h. fob N+tpp 3r ArnrMT—Pomp RruIll0l)rx h5w, I (MMl!( IEow9+01drrnr khu.0.. mIrM ilO.uh Ih(d—V IW, ddk dWW 1mhk4i I+.im+n+r[c,.in i(+!•+•1,o,+r..i n,+n+ , 4rlm+.rry.+n nM.+ail.rwr++ad+yx(m+[yw.e.inw,..a[M1I, hhslion 'w V[I ++,+fin Anthony T. Tomtro IU, P.E. t rr,/b11-W.,bmar9*„yY,IWgiO,O.M1,M0n .i ftirdl nuSldr(d1QY,.G,Mr..11MIILM2(rolkWblWgrA dIM1r.Mgraq a ldhq a r.nrla.r..Iumunu,l•+•j 80083 Wup, r(Wr., 1l rn+nt.hrGrMr.eu,r elwdWwy[.,.,srn!Yree(RSq r+IL+W Yr Ill rSt(InIdNmNW rM,i pit, IM1I MY+611gY,idCHr Ann ihl,nt Ate., lrn+Wu'Gp,u rimtlWAdM,.41+ 4451 5[ Lucie Blvd. hn•n,YWd l!,(.1d 7uIM••,+rhdr•+.n,d Ib hn+Wur lSrnh WINMYq 0.„rn,r im,!!,h•Ega,rt r w[[.Yq !!,q/[d Wn,nhM IM1I Fort Pierce, FL 34946 GppyE1 D1DI6A-1taJLnut ArtllgLleablil.rf. Irprdnu!ldiYislen.e I,in.pblo,isp,uhhndruFa[IEenmeopamiuiuhmAlr alLnu! Al11eg1.1lclolll,r.L Job Truss Truss Type City Ply WRCLGICE HJ2A Diagonal Hip Girder 2 A006 547 Job Reference optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:33 2018 Page 1 I0-hA3xRN 7kH8GY_sOsevncy2zOBnp-Jn MgyOgaaiZbGlyZfo? 17t?PnGNNuOvQODQBwAz_Ti3-5-11 3-5-11 af 2x4 = 3-5-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in Roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0 00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purilns. 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 = 80/Mechanical 2 = 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz 2 = 76(LC 19) Max Uplift 3 = 49(LC 8) 2 = 150(LC 4) 4 = 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3, 150 lb uplift at joint 2 and 1 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) 1redq- Mns,,r„IYma ,n,x'1 I IXf nmorSIUn1tl,%1 IIMa(D'I.fIIC11 nS17Y1(WT7;x[IDtllliallr Im I,rqld ,dppo-I. r„loh,w sashasDnpir.q if[(! MlOI.,1 IrtkId rl IE —SeenMr,n, Ddn,,elx... odd n M Io6,.y r11,Y m,: l„In,ltllk,ul l.lY I70q M,dd Al. Ens kip UpwPA. Spdry hp,e;MWo,giDDiq,nmompaa, Ohpho"gwn,l,eywltlalMn, Inp At 4,q4 lies LVO n MlDD h,,a. IN hixpnvap,n l,Nalr,n.sd,ln Anthony T. Tombo 111, D.E. dsudislm,fu 7k,4npNk,uruWo,do,P.,n.hOmsa,o,vNa lnMhllnikxpx,abmm Atall(,i,R;dMkdla'Ixlul,dlRll,glnnld6lGldr../d1,udMlmxol,yea>f14wo,.bww.oldlo" 16sh Fslkrd a80083 D. tadgk„n dlsmu lD or"td ona&TOD d ,sa la pamd pddM, AtkdyhapnO" W-0.m )pYNNh nlo/Sxl—ft—f'a pid pd.,.IrrlkLs/, ntpnws,s tn,s OU I— kup,lm, kup Eganr s hn, fs hm., Ws 4451 St. Lucie Blvd. sSMu1,LW II,[daaapMgoa.ry ll dl p:n,ndni lkinn kupfgamblGlUpJalks4,e,n ln!s Slsva Fyun dote,dy NagdiaNk:nnnlW Toni 1. Fort Pierce, FL 34946 oppilbt01b16AdRoof hoses-Am6oy1.Tombs IIIJ1. tep,doaioaofdisdamoem,iooq form, ispobibited.itbeonli thereapermnslsnhoorAMlRooflrasses-WhollyI.loo,bo I lll,.E. Job, Truss Truss Type Ory Pry A0065548 WRCLGICE HJ3A Diagonal Hip Girder I Job Reference (optional) is—wil 2x4 = Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:33 2018 Page 1 ID:hA3xRN7kH8GY_sosevncy2zOBnp-JnMgy0gaaiZbGiyZfo? 17t?ObGMMuOvOODOBwAz_nmi 4-2-3 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(ILL) 0.03 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 86(LC 4) Max Uplift 3 = 70(LC 4) 2 = 216(LC 4) 4 = 47(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3, 216 lb uplift at joint 2 and 47 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 7 lb up at 14-9, and 53 lb down and 7 lb up at 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% aaq Isru41E lthen Sua Nrt xt mlb,r5x•xt datlablpl, wy IL(d1 IM 1>R1tMM•Ulhhl]Db lt,41 IeIItRe Mvp lrraapt.5lt]r9IlI'x b urlN.171 rgItSeMONr4tlibt pi"dMtlywig reywlbl b'7tlwpd4fe/tlni{L'raNub(DD ed(. da RF1. 1111eLp nttoglntl h/gIx01.L N0dM1'I Anthony T. Tombo 11I, P.E. wlxtdk,I:n,M.IlWnrhhruruWm,rltrOnnOtO.ai,ntrhu¢fnMlabgGuipr,.6nmbrlotllld0.'dbbdla4aluuadlFl iuglnnl blODdrnhd(ntdbtlm btigluGY{argr.bfiAtrdYxgdlluotny.Wlyd a80083 M talq ln¢d(arm a.lu.ti,mta.bt mhdrs r.vt,.((rhmdmragay.m(e rex.ro.lasq unr(grndsulot,ranmr.p•.r:.t mi.e,rbn.,otan ra+ebu.,flora.ht,rt,(,r.n.(rn,ruabn.,..,1 4451 St. Lucie Blvd. Ox•Iu ld ttllrtlrtd tlMtrto.rbphr dllrn nY ei lu lnbrtdr Eapau lr lGl blrJgh,yn,wlm,Sreea Egwm iaf N q N 3(el 7ttnnldaNbllll. Fort Pierce, FL 34946 GppitNO}hl{Adluf6ossn Am1ag11am6eill.p.1. tepubdiolsidisramneat,insly lum,ispmhihuelwithcnthe wrixe permission hemARoolhma ll(heorl.bmkalll,L[. Job Truss Truss Type pry Ply WRCLGICE HR Diagonal Hip Girder 5 1 A00115550 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:34 2018 Page 1 I D•hA3xRN7kH8GY_sQsevncy2zOBnp-nzv2AkhDK?iStsXI DW WGg5YSagbadNVZct9kSdz_nmh 1-5-0 4-7-7 9-10-1 1-5-0 4-7-7 5-2-10 Dead Load Defl. = 1/16 in N_ N t7A 4x4 II 1.5x4 II 6 3x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.05 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.12 7-8 950 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 5 = 1661Mechanical 2 = 468/0-4-9 (min.0-1-8) 6 = 312/Mechanical Max Horz 2 = 164(LC 4) Max Uplift 5 = 81(LC 4) 2 = 223(LC 4) 6 = 57(LC 8) Max Grav 5 = 166(LC 1) 2 = 468(LC 1) 6 = 312(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-732/163, 4-13=-731/164 BOT CHORD 2-15=-257/726, 15-16=-257f726, 8-16=-257f726, 8-17=-257n26, 7-17=-257/726 WEBS 4-8=0/253, 4-7=-770/272 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 5, 223 lb uplift at joint 2 and 57 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 95 lb up at 1-4-9, 76 lb down and 95 lb up at 1-4-9, 39 lb down and 53 lb up at 4-2-8, 39 lb down and 53 lb up at 4-2-8, and 60 lb down and 54 lb up at 7-0-7, and 60 lb down and 54 lb up at 7-0-7 on top chord, and 9 lb down and 9 lb up at 1-4-9, 9 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=42) 16=4(F=-2, B=-2) 17=-54(F=-27, B=-27) r r,.nr„re. r..1.•rluanrmrauularmnuurmruiunmlorrmm,emrn urrd..Irre,rappor.u,drtaLim .n,u",w,.paftglrro;Wertn.rl l.nnrl.rmrr.r>tMt,s,.,r odruerr.nrwNnaln•.1 rllrYre. rmijq„tlla aNh 617DaG ntl I1.1-1141tie[RPM pI. Slmdl lepw',DJud. of TO 11pnedsa u/-0l.pdn,l.dq,n•btq,prvl/ryMala pdh u/rin:t head.4r nO all,d RI. IYdnpn,eq.a lwq,erw.t ualtey I own, de<,Im,hr.lWimp l, Ike r,yrrmueldbe01..be0—'sae vdI'd aerWgIkapr..dlubddtoRL 61 Meidrh wt..IgegduuWig rr. nrdrmllm. mdNpaaamu0mlad.. amare&IIrn" 044beer Anthony T. Tombo 111, P.E. mauMr Nst+d80083 mlrl. r,,rradiaadYn101in,h p,Ln,MspE.ae.7lnull,w".'.n, 4451 St. Lucie Blvd. AaN.Idwltfe(, nd 4e4 rpr•"thNanl.d,rr hlnu MupE*wrh 101 Ytdx,l M,rya,xlnuflve Npuad.f aeq mm.lael :nn aM,rlanu. Gphitbtm7O16A•Ibdtlrsses-A 1AoeyT.lids Ill, l.I tepredoaiaeolni$lomaem,iaalbra,ispmliludrilhentberrineipermissiuhen A•Itoollnues•Aerburl.limbo lli,r.l. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0065549 WRCLGICE HJ56 Diagonal Hip Girder 2 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:35 2018 Page 1 I D:4jz F DQg4cfrJ B8G sXfoa kBzO6Kq-FATQN4 ErSJgJ VO6yn D2 V C 14f 13xQ Mv1i rXvl_3z_nmg 1-5-0 5-9-4 7-8-4 1-5-0 5-9-4 I 1-10-15 3x4 = LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 944 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 = 5/Mechanical 5 = 316/Mechanical 2 = 447/0-4-15 (min.0-1-8) Max Horz 2 = 80(LC 4) Max Uplift 4 = 36(LC 23) 5 = 242(LC 4) 2 = 344(LC 4) Max Grav 4 = 31(LC 16) 5 = 316(LC 1) 2 = 447(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=468/280, 3-12=433/283 BOT CHORD 2-13=-321/456, 13-14=-321/456, 6-14=-321 /456 WEBS 3-6=-519/365 CSI. DEFL. in loc) I/defl Ud TC 0.52 Vert(LL) 0.20 6-11 462 360 BC 0.58 Vert(CT) 0.19 6-11 487 240 WB 0.11 Horz(CT) 0.00 5 n/a n/a Matrix -MP 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed : end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 4, 242 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 60 lb up at 4-10-10, and 45 lb down and 60 lb up at 4-10-10 on top chord, and 10 lb down and 25 lb up at 2-0-11, 10 lb down and 25 lb up at 2-0-11. and 23 lb down and 59 lb up at 4-10-10, and 23 lb down and 59 lb up at 4-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=-8(F=4, B=4) 13=-21(F=-10, B=-10) 14=-35(F=-18, B=-18) PLATES MT20 Load Dell. = 1/8 in GRIP 244/190 Weight: 28 lb FT = 10% 6Yq rL•euMgll.ern.h'61130ls4Relhis nssimW—, w:ume•n,"m" Tm'.q nrsluerm 1nsW YtulWnrtlD MKI het erkrCPUP- 0'.sKOWrlgw; mvewo(IGOrgnmso uF—dINFOsuwdnrwIn io lllpMmenpulde.0 NuL7m e.d.MDW(.whRl Rfwpmnpm Urgrwmwi miL1 Anthony T. Tombo 111, P.E. wl ns nelmsNgl IlghbrupWrc!rrs A.e.dD.aises•Dde}mI Ie,q Dnipi,•6rwbn Ae111Lir R(dO, Ircr 1 Iq nhdlM1s asq[tner6110dw!ede ns enrlm a7Mg1 iie sxrga 6stAew dheq shD Or rurwWUd s 80083 D 1 lq Mtp•d(ee iD•s se ee biDDdertnm•sd ph6wsdm gd q(wgwW strD Yr n Imr!raDheb nld Sill nsd nu+pnsl r.Irse.IM1l ln ee nsrnlixn WYCsr4hesAgr,1•ns Msp Fe ae wftmsrnir.u,wnr 4451 St. Lucie Blvd. nen(aerpeoseamder+•1hmr n rna lrmUn tgwremtrla aAem•,wh.:rf(n,[•rmnuq mgr e:rneew tnl Fort Pierce, FL 34946 OppilMO}hlhblinllnsses Amlcerl. lenheIll,t.E. tepseleuteet1dis(etonem,isay lrm,isrschilildwitheesthe wrieeepemnsise hem A•l[Cal trusses -Aethprl.lenheIll, P.L Job Truss Truss Type pry Ply WRCLGICE J2A Jack -Open 4 1 A0065551 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:35 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp•FATON4ir5JgJVO6ynD2VC14my34bMwPirXvl- 0 3z nmg 1-0-0 2.6— — 1 0 0 2-0-0 2x4 = 2-6-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and requiredcrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min.0-1-8) 4 = 29/Mechanical Max Horz 2 = 63(LC 12) Max Uplift 3 = 37(LC 12) 2 = 67(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 67 lb uplift at joint 2. LOAD CASE(S) Standard 0 rhr llnu 0 rrdh rre.h'll1V russarilan Quell r105l(0rOrsolul0xrt41!1;lfO0elENtrr hrrt 1,41 hVisspromdrd on. ro,b.,rnp[s"I sdsoo ieW,l lserrrtr L--lhslIti .r 0r.,@.nuddrndr Was'r Wid,rrsm rati,tM hrulh mi00b n.rel hrlrn, huplrpr 0r, tpnrv, rrpe;m urng100rrprum o up;rrrpr.udr,{au IgngnWYryNringrdr,q,lin, 4rrnlnrlOD 7. n1 Ptl r4dp n,.e,mo.ldq,eenti unlit I pe d.rdiel.,h, is, kulhrrupn3lmdrAm.rO.i,rMdrpnrlWRI.P.1,.brrdrnone Met O:drbrdla'1xllr4dfM1l lrgpnddrr0ld;WlemdNTIVII 1 f;q gr,.dA led"tiose0..iNulUd a Anthony 8008Tornbo ill, P E r t.ry h,*n allfee r. so n, so Is IIIi0D no to person led pdrw, r I" WAR (rqm Way M'.m p61Poitiers M A d sxs n rd nrl'r per FA_ml Lr, b.gehAefn see an k r brit Aup., fort 0083 r"p Gpm etm,m ho., a4n 4451 St. Lucie Blvd. r]u.lu4hu11irleidgdq.Isor1 ut wrne llr lnvdup[7em ltrOlrlrLal WuP,In„S,maErpwrq l0 tv IaNx nnnldsibnll. Fort Pierce, FL 34946 6 02016AIfelllotus-Aothoe I.1=6111,?.1. frobuioeelthisdesolator,inu ter is rohhited.ithortherrinee emistisehmAdfoolloon-Aehu I.bla6oIII, r.l. P! 1 l PIa P F r J04 Truss Truss Type Qty Ply WRCLGICE J2C Jack -Open 6 1 A0065552 Job Reference o tional Run: 8.210 s May 18 2018 Print, 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:36 2018 Page 1 ID:hA3xRN 7kH8GY_sosevncy2zOBnp•jM 1 paQjTsdyA7Ah8Kxzkl WdxTTQ85Nfs4BerXVz_nmf 1 - 1-M 2-1641 I13--0 2-&0 I d 2x4 = 1 5x4 II 2 r0 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 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) 2 = 164/0-8-0 (min. 0-1-8) 4 = 603/Mechanical Max Horz 2 = 72(LC 9) Max Uplift 2 = 72(LC 8) Max Grav 2 = 164(LC 1) 4 = 603(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-580/0 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=22ft; 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) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 3=-525 Y.q ilrw 6awlYr u,w.er'tJ IiD SIISSISjSEllRi. fillUllpxSt(CIgIr11S (RICI(tTll^; t(U7rlilUlRr W. hrt Mlpr l.ad.:did YlfrdlimlDrlr hr.q(ICiId4lOyilld.11.11 ldnr.m Ord 4Yrw dtudenu gMw4 in ooh W1do rY dml ddhnN 4r lw ltOnMrri lrrinu letl lywny..Snot7l.ia.SNudwgf:i rrfeunwaelrudkr rrMwd np.ugrnlwsio.,akr"dd.s./r lmllgcAwMI'Dd.,.W. Ini Mirgnu.r.w lwlgreCwr sciV! Anthony T. Tombo ill, P.E. rYiZt gdqd.r.nalr.dkrugddlutnmlwao/.j/ 80083 4451 St. Lucie Blvd It,Ln:ln*igwn a ql IN 1.Uo4&4w'*imr Snno 14p owl Mlq 11 tgwluN hru.rnhM.11Fl Fort Pierce, FL 34946 opi#02016AItool lrsses.letiarr.l.nb.oLr[. tgUl.nN.ollYsl.oYm,i.niIm.,isCohlitdntlnuhenmeoiamnsiohuAItool hnsU At1b.11.I.&boIII,II. Job Truss Truss Type Qty Ply WRCLGICE J3A Jack -Open 3 1 A0065553 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:36 2018 Page 1 ID:hA3xRN7kH8GY_SOsevncy2zOBnp-jMlpaQjTsdyA7Ah8KxZklWdwnTOJ5Nfs4BerXVz nmf 3-0-0 1-0-0 3-0-0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 10.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 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 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 73(LC 12) Max Uplift 3 = 47(LC 12) 2 = 115(LC 8) 4 = 34(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M vsnde will fit between the bottom chord and any other members. 0 N DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 4-7 >999 360 MT20 244/190 Vert(CT) -0.01 4-7 >999 240 Horz(CT) -0.00 3 n/a n/a 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3, 115 lb uplift at joint 2 and 34 Ill uplift at joint 4. LOAD CASE(S) Standard Weight: 11 lb FT = 10% 11-4 "o.rr•rirwrnamFumnrrr;mnnnrromnuscmiow mr;l[u0ilE0:nEA r.leyh(.r.nemdwum n,hn,Cnpangln9dhLirrlirMlllM.arAn enr Wu, le num/nMlD1,.1 ru„Qm rsw„mrn,rr rrxo.+4 „,nn,re i.ep..4mart.p.n mu+..rrw,rm omp dPrxurrYn,ny.wdarn:r.rnTaa,.ems,mrn rroo.h.r.rtir nn nn,..pw.irrq,.aMiwn+u? Anthony T. Tombo 111, P Edn„/4,Im,h r h4yNhinr vYW!60ru,IrO..i,tsvdgduo W/iq Avpr,.tY i.nn altl, lr lC detbdlaYy Mrd lFl ll.r rmd IrlpOdo Ntl.vdAr[mtM6r1r 1 utgr. h,Mtliw.I krtq Jdlr Yn,NUNr a80083mWe; o Q-ell.. mo,mM+itroddMeur.fMmn,dmwtir.r.mmr m m.ParMwdhrnduum.rw,rrrp.op.r 711M stornrwftuNeibL4rrun,aup.,r n,orvprga..rrmsrrM.u.W., n. dum.rh.re,o gnr 4..,m hro r.:n..ant_ror.ne„gr4„i,mi.u,y mmmud r.s.,nrademi. Fort PieSt.rce, Lucie Blvd. Fort Pierce, FL 34946 GpliiphrOfAIEA Ipralhrsset AmYayl.lrm6r111,t.1.teprrlrairr,dThis lrmeem,ioNoy lu,npmiih0d.nhenthrnimrpermiuirrhem bl [oaf hisses -Adheryl.LnErIII, 1.1. Joa, Truss Truss Type tOy Ply A0065555 WRCLGI CE J7 Jack -Open Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:37 2018 Page 1 ID:hA3xRN7kH8GY_sasevncy2zOBnp-BYbBomj5dw41 kJGKue4zHj9vAtZ9ggv?Jg003yz_nme 1-0-0 7-0-0 10 I 7-0-0 4x4 II LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.23 5-8 367 360 TCDL 10.0 Lumber DOL 1.25 SC 082 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 2 = 151(LC 12) Max Uplift 4 = 128(LC 12) 2 = 87(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-503/21 NOTES- 1) Wind' ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 4 and 87 lb uplift at joint 2. LOAD CASE(S) Standard Bead Load Dell. = 118 in 4 r a7 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 10% gory. mt. A.uIY r... n e.i i7GF onus luau f 1• LL u1e s d toranus mloxs 611; ttutntx tr her, Ir7i rd* 1.radm d d dn. n, I.ns le ! I..., In -Ind d Le.l I sense [LIE dde.. AmW m ad nr dl...0 ddr m loo.y IUlh,ottoriYrstM eudWhihhhhrdd hrLns Msge[rperape, slomi bprx',In.d ul ltlhuF'n.n.-I-do. lydxod.J.". rrq.ultlq h,oe lrspd4s.yr in:s lgrndnorlW h.d.i!FI n*dnp.,,Ww1.dque0.L,rodttl Anthony T. Tombo 111, P.E. dru 0"lmsf.gt"I isor mprrblal NOddp.msddhN...0.0..iredhvdgd.1hh"kr'w,. oe,rmd d re K. 4 lC ddr lendlendWq,d,d lM is glnnldnr lADd mill nr dt. Inss.drq l Ahl mqe. ntranr dhrtq ddi4or nq.Wlr:d a 80083 d h,yq Ater d(re:en dtl ossdr.h inlJuesdor pdp(reI r. Sdnl tiY.m(t61}IdINe1H 01d Yl1 mrd,nnlh p.id rlo.IM1itl,Mngradl asdhond4Lm C..", 1n mpEq—1 rw 4Mrw.,+ns 4451 St. Lucie Blvd. d.dv ldid 11r("grad q os'd111dt ptes.rdrri th I.ss UPP 14—h Rl of[Aly Irsgr,n Ina sro. Mm• d of Win 10a XmM h:.s.r nhW h ME Fort Pierce, FL 34946 oppilbfO}hl6Albdlmsses-Amlagl hmhoiiLr.l lepreluamodfYisbmnen6ieotfeem,isprolitittd.idearthe .rineopermissieohem bl leaf bosses -lmhaarlleerbaiil,pf. Job Truss Truss Type Qty Ply WRCLGICE J7C Jack -Partial 5 1 AO065556 Job Reference o tional 3x4 = Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:37 2018 Page 1 ID hA3xRN7kH8GY_sQsevncy2zOBnp-BYbBomj5dw41kJGKue4zHj9_KtZEggv?Jg003yz_nTe 7-0-0 7-6.0 T6:0- 4m N M M Dead Load Defl. = 3/16 in Plate Offsets (X,Y)-- 11:0-2-0,0-0-21 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.24 3-6 370 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.30 3-6 302 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 298/0-3-8 (min.0-1-8) 2 = 205/Mechanical 3 = 93/Mechanical Max Horz 1 = 145(LC 12) Max Uplift 1 = 67(LC 12) 2 = 141(LC 12) Max Grav 1 = 298(LC 1) 2 = 205(LC 1) 3 = 137(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=22ft; Cat. II; Exp C; Encl., GCpi=O 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 1 and 141 lb uplift at joint 2. LOAD CASE(S) Standard or, raeu n..I .rn. tr e l nm rI1Mr m[rl9C LI 11nu l msanen (mloMi inn ; llGCREOi(Ir W. ter/i PareNmms d ml u(n. n{ tin, h p AnglnP d Or Idly I Isb G[ I I. Mo., Aen Mn n, odu, ds ..0 ddd.At tw.rY stllplpli mo(. ae,mb,wa trlohAnlibney u., 0.0trim.nP,.ycairybrtn ,m,rd..(Iwueevn..npodnedndrd,,,,ahn,(.wu,mtr(n*dtr,.j,lnnhour„mtho.rydtriki IhdKini,,,pw,bdqgnthony 7. 7ombo ill, P.E dr.d8ulm,s.w(gntrn,r,auno..rtro.,raandr.trt.uqo.rratramndlalllLlCdd,bdlul n4dlFlih*lndddlhldwM1dln,dd,im.1,lsfJnrrnhOnrdbrtsNbnnr.vW.d a80083 Ih.esima,ihbd ne lremusd phh.,dab Wier(1ymemS9Mt6nom(61)1d1,W4Rome i4l.Irdynd'a rnd pj--MEY5Y{4n1(r.ilal, d WSf U in hN#f. Imt Gn{1 Etjaed fn andcfrY, w'a,{qq51 St. Lucie Blvd. p,inu hup bp.0 is telh{a1q hsqu,.1-syn. Eymn[,"Wjq rAq...dWnnesrdvd.Rli h107D1AAdtul lrosersLla.be IllJ 1. to nboiae of this bmatm, in ae b, s rohihbed mthni the ndteo nmissito been Adtoof lanes• Aerhon 1. leenbc 111,ll Fort Pierce, FL 34946 P P 1 w P P r Joky Truss Truss Type City Ply WRCLGICE J56L Jack -Open 9 1 A0065554 Job Reference o tional Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:38 2018 Page 1 ID:4jzFDQg4cfrJ BBGsXfoakBz06Kq-gk9Z?6k)OECuMTrXSMbCgxi9M HyvZH99XU7ybOz_nmd 3x4 = 3-4 5-2-8 Plate Offsets (X,Y) - 2:0-3-O,Edge) LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.17 4-7 388 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.14 4-7 454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 138/Mechanical 4 = 73/Mechanlcal 2 = 282/0-3-8 (min. 0-1-8) Max Horz 2 = 81(LC 8) Max Uplift 3 = 95(LC 8) 4 = 67(LC 8) 2 = 216(LC 8) Max Grav 3 = 138(LC 1) 4 = 97(LC 3) 2 = 282(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3, 67 lb uplift at joint 4 and 216 lb uplift at joint 2. LOAD CASE(S) Standard trndq Elnvrr.dyr.,.rx•ellournlsmruuu1¢Iaunuufror muimla;sula•;uuts ff:ullrnrRlr a N emd run.nrnnra,oe.IroPdd,ra.rl IRrnrinl.e,rwnwti:r r o+nrew.a.wrnamp,.y nhlrerwlaunnewmdllDassrdJaehn,RdpEeprrpr.sNmhe.N,mw Ioor nm,o o:u dfreu.rrr,rml y.nandaa raar.*f r,MnNnaloo.hr.IalrrwPRr aMwir r.m Lwarun Anthony T.Tombo111,P.E. dnedkslmsMq WLyhdrutn MW dhO.m.er0.airahvdstf bl II;q As•,s4 rsmndrr lll.W IC IMhd1'I.p WrdllLl lr „nddIY 101dr.!aell evdminss.W laeS{v-gr.ummn dYrt rhA6ormNvlU! r80083 Oet lalingaenite. 4451 St. Lucie Blvd. W as roes blWddt lusdtddnndMtNY[wywmSdrgf# m(RLjrllnldMf4NSlUmrd enfYpmlF/ae IM1I firN+ryrtuHmndlnndLLnraup,lmAepE d1mt1'd r,ans Ann.ld.WlEa("gxlw rrmrl lull pr.nmehrl llr lnss trot rob-,h eel C. flog gct,n lass 510. E%_ f of W4 Anw dtmnn kited leflll Fort Pierce, FL 34946 Oppg010t011AdDdbosses- Anloey1.lombeIIIJ.I, hisrdedmufdolomneo,EnagWin, ispmhEild i16erl16ewritten perorsnnhenklloci hisser -Aeihellf1.lndoIII, r.E. Job Truss Truss Type City Ply WRCLGICE L01 Hip Girder 1 2 A0065557 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:40 2018 Page 1 I D:4jzFDQg4cfrJB8GsXfoakBzO6Kq-c7HJQomzwrSbbn_vzmdgvMnW44bx12oR?oc3gHz_n%b 1-0-0 5 5 12 10-6-6 15-5 8 20-6-4 26-0.0 27 0 Q 1 0 0 5 5 12 5 12 4 11-0 5-0-12 5-5-12 11 0 0 Dead Load Dell. = 7/16 in 27 28 " 29 30 11 31 — 32 33 3x6 = 1.5x4 II 4x8 = 500 MT20HS= 1 5x4 II 3x6 = 4x4 = 6•-5Pi LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.85 10-12 366 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.83 10-12 378 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(CT) -0.12 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 218 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. REACTIONS. (lb/size) 2 = 1938/0-3-8 (min. 0-1-8) 7 = 1938/0-3-8 (min. 0-1-8) Max Horz 2 = 30(LC 4) Max Uplift 2 = 1547(LC 4) 7 = 1445(LC 4) Max Grav 2 = 1938(LC 1) 7 = 1938(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6731/5363, 3-20=-9311/7363, 20-21=-9311/7363, 4-21=-9311/7363, 4-22=-93110363, 22-23=-9311 /7363, 23-24=-9311/7363, 5-24=-9311/7363, 5-25=-9312/7346, 25-26=-9312/7346, 6-26=-9312/7346, 6-7=-6731/5293 BOT CHORD 2-13=-5172/6506, 13-27=-5216/6557, 27-28=-5216/6557, 12-28=-5216/6557, 12-29=-7295/9312, 29-30=-7295/9312, 11-30=-7295/9312, 11-31=-7295/9312, 10-31=-7295/9312,10-32=-5140/6557, 32-33=-5140/6557, 9-33=-5140/6557, 7-9=-5097/6506 WEBS 3-13=-419/515,3-12=-2174/2971, 4-12=-532/359, 5-10=-547/361, 6-10=-2236/2972, 6-9=412/515 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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=22ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and nght exposed ; end vertical left exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-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 1547 lb uplift at joint 2 and 1445 lb uplift at joint 7. T a io 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 175 lb up at 5-5-12, 78 lb down and 106 lb up at 7-6-8, 78 lb down and 106 lb up at 9-6-8, 78 lb down and 106 lb up at 11-6-8, 78 lb down and 106 lb up at 13-0-0, 78 lb down and 106 lb up at 14-5-8, 78 lb down and 106 lb up at 16-5-8, and 78 lb down and 106 lb up at 18-5-8, and 162 lb down and 175 lb up at 20-6-4 on top chord, and 341 lb down and 369 lb up at 5-5-12, 57 lb down and 88 lb up at 7-6-8, 57 lb down and 88 lb up at 9-6-8, 57 lb down and 88 lb up at 11-6-8, 57 lb down and 88 lb up at 13-M, 57 lb down and 88 lb up at 14-5-8, 57 lb down and 88 lb up at 16-5-8, and 57 lb down and 88 lb up at 18-5-8, and 341 lb down and 369 lb up at 20-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-38(B)6=-38(B)13=-341(B)9=-341(B) 20=-78(8)21=-78(B)22=-78(B)23=-78(B) 24=-78(B) 25=-78(B) 26=-78(B) 27=-53(B) 28=-53(B) 29=-53(B) 30=-53(B) 31=-53(B) 32=-53(B)33=-53(B) r ey hens-tsi eai min.p Wielno:mi EYe:eMr:u11 ml'Jpnhrea (rrtrnr hop tq.apr. Sleunl t:pen mudn.rlroivnmro nperdnrawd q,e gny.wng brm(npdmial:Imsrn+Mumioo.¢nttii Ir imp nu.Mw.ir r.muLwrul AnthonyT Tomtio 111, P.E. dn:dMlmffiegl Wybmrnlw rYlmltrfMnmP.aienbvd¢fsmMllntDniper,truanAiaE4 e9:/mbdlrY>aielydlM1l lh nJdmlGdgMtlnedmims.al:fyldra nige.bfi0hr iYtt mArerny.wu+ x80083 mWghe¢id(ton" ID asseie.mlWdlle0IMSatpidn:selksk"(e.ria SeesW-Mmy.'*ml4AdSRlmrheaef.F"pj—Mi Lsa,rnpeJi ndRLadmlinshup.,hnshi bp-mrfl,ns niera.ahss 4451 St. Lucie Blvd. ef..lu Wnel II ilQra qed epi. rrmy b rli pros Srehe! Ile Ina hop Eywr U IGI tr Ed9ai hs pee, In:s SEeea Eynon d ar 1 mtla:l :.t n n Mnl. RN Fort Dierce, FL 34946 Gppitht01p16Albdlnsses An4ogLbm6.Ill, L[.tepiolraia.dhnloeoaem,ioarylwn,npi.liYdd.iiheNAenme.permniirehmbl6.11nues-Anhnnyl Tonto Ill, l[. Jots- Truss Truss Type Oty Ply A0065558 WRCLGICE L02 Hip 1 1 Job Reference o tional Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:40 2018 Page 1 ID:4jzFDQg4drJB8GsXfoakBzO6Kq-c7HJQomzwrSbbn vzmdgvMnRu4dS13rR?oc3gHz_nmb 14 7- 5.12 13-M 18.E-4 I 26-0-0 i27 0 Q 1- 0 7- 5-12 5-6-4 5-6 7-5-12 1 0 0' SOO MT20HS= 300 12 1.5x4 II 5x10 MT20HS= Dead Load Dell. = 1/4 in 3x10 = 1. 5x4 11 US = 4x4 = 1.5x4 11 3x10 = LOADING ( psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.64 10 490 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 10 613 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-8-15 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 = 1100/0-3-8 (min.0-1-8) 6 = 1100/0-3-8 (min.0-1-8) Max Horz 2 = 37(LC 9) Max Uplift 2 = 81O(LC 8) 6 = 691(LC 8) Max Grav 2 = 1100(LC 1) 6 = 1100(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3144/4856, 3-4=-3586/5577, 4- 5=-3586/5577,5-6=-3144/4856 BOT CHORD 2- 11=-4606/3018, 10-11=4644/3032, 9- 10=4654/3032, 8-9=4654/3032, 6- 8=4616/3018 WEBS 3- 11=498/295. 3-10=-822f790, 4- 10=-347/298,5-10=-822r790, 5- 8=-498/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 810 lb uplift at joint 2 and 691 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 10% udrp• wre.w y n.tralr>Grnastsfsmtnaruiff015tmracnmrpx{trrruuenn:nrrtraItthop pwnd{nd{danurat rrn3k%F& W.w1trmwrrrw44ILhbmsunwl-rmtlid—ddrwbm.wy nlrY<wrapnflMwrl/htrrlpbM dd NIIR11Npf{pw.p1,SK 17rGp1Jb dwwriptpamwmr+dtr dnd lwlywMnprWwhh4Lpi01{tyrin111ryGllwtrlODw¢.sYrml.1 Itipinvge{ad9rrbw dlt? AnthonyT. TDmbo111, P.E. I dddWim{rugMtlnpntr{ upwWJa!tr0.n.60.rifdatra¢frhWlnlOefgrr,.p{iwtn r.0 ir0:dY6dl.Ygn4dmllr ld 6l01dwhdlruahlmt,tl h6}m,an7iewdk fl>a trrnpuWrd a80083 tr Mlaprnp>vdcr 17—low one Twail o, d p.l{meftr"(wpwrw Sdrq YEnspLLf ld8fYlh nl d9(1 rd1n m rlY pwadp.par mI NY{LrttrlwAHrfdrwn lblln{levrw,llwf kfyf d(nff rJwln•u, w:n{ 4451 St. Lucie Blvd. wwrsrr[.:.a dy..., oyhapr«nnrinrtnffa{p[*-Isrticrrr•»ps7.,nI—Src+rrp.md r"OR Fort Pierce, FL 34946 ugr/,N.:nnw uml GP1iip6t01016 A -I bat losses-Amioq l.InMlil, Lf. teprplu0u dlYn luconem,{o ary luw,if prolilild ritheul the r{inu pe{mitsnu huo A•I but loon-Anh.upLlmkolll, Ll. Job Truss Truss Type Qty Ply WRCLGICE L03 Hip I 1 A0065559 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:41 2018 Page 1 ID:4jzFDQg4drJB8G sXfoakBz06Kq-4Jgie7mch9aSDxZ57U9vSZKbrUuZmb?bDSMcCjz_nrrla 1-0-0 7-0-7 I 9 5 12 16-6-4 18 11-9 I 26-0-0 ?27-0 Q 1.0-0 7-0-7 2-5 4 7-0-8 2-5-5 7-0-8 1-0 0' 3.00 12 300 = 500 MT20HS= 5x10 MT20HS= 10 3x4 = 04 = 3x4 = Dead Load DeO. = 5/16 In 300 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.75 9-17 416 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.69 9-17 450 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 97 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1100/0-3-8 (min. 0-1-8) 7 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 45(LC 12) Max Uplift 2 = 800(LC 8) 7 = 674(LC 8) Max Grav 2 = 1100(LC 1) 7 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3151/4837, 3-4=-2781/4414, 4-5=-2698/4338, 5-6=-2781/4414, 6-7=-3151 /4837 BOT CHORD 2-11=4610/3034, 10-11=-4145/2698, 9-10=4145/2698, 7-9=-4620/3034 WEBS 3-11=-527/622, 4-11=-848/448, 5-9=-848/448, 6-9=-527/622 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=22ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 800 lb uplift at joint 2 and 674 lb uplift at joint 7. LOAD CASE(S) Standard rt.f nt,a To-.n•rinornnsafuwr3afRwnoe&(OW" (111101rKy.'r, Lcuclumir t r.Urt,kopPoh,rnwwKNmT."I"x"lap+IWMeWarI iwnrLfd.mSitow .r anale..Nardnmml. 1 ur.bra uebndarmxrmr,run,k r.pr.spore,rrmwr.rrdyneno.npud4ranrn rnf•wnMnas'dds r.urn.n rrmo.ry.ruftirrr4.nnua rgrrmw wrq Anthony T. Tombo III, P.E. I rmdalmrd.rr"Rdmpumndoo.,n.4o.. raoecdr a«dr.ugo ..ar.vndduLWarandr.Yar v,rr i IFmdddrur. trumdim1—i"Ieeft I-gdnurrr.y.r+rnd r 80083 e,rwgMfporf.erat tY sfrdM+410Drb pmndrWrordmpAl(q nWglb+t(<61JpIkYlhlllr341nr dtm/aRmrla mlYfrrLrry eilarrl.lhdLLnrAup.LnrOrsp gatrfmtdndt+t,t'nr 4451 5t. Lucie Blvd. r]tnu Idtd Ir r (tl qM n t mu3 h dl rN+wrhA r4 inv dt¢ [uen 4 rCi is Idiar Map, t Ian Sre+6pw d q Mfg !0 Sd2M+n n n Mad.Rll. Fort Pierce. FL 34946 GphirMOlpldAlbdlwues- Whey l.la6rIll, GI.tapn6aiardthrl+mnem,inulIre, isprolilBd.iM1entheninnpemirrinhim A-Ifeel lrnsn•Whey Lled* lil,l.E. Job Truss Truss Type Oty Ply A0065560 WRCLGICE M7G Jack -Closed Girder 1 1 Job Reference (optional) Run: 8.21U S May 'Id ZU18 Print: t6.21U s May I 201b MIlex Inclustnes, Inc. hn Jul b 13:24:41 2018 Page 1 ID:hA3xRN7kH8GY_sasevncy2zOBnp-4Jgie7mch9aSDxZ57U9vSZKn9Uv1 mTsbDSMcCjz_nma I 3-6-0 7-0-U 3-&0 3-6-0 1 5x4 II 6x6 = JUS26 3x6 II JUS26 4x6 = JUS26 7-0-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-a15 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 = 1480/0-3-8 (min.0-1-12) 4 = 1564/Mechanical Max Horz 1 = 134(LC 8) Max Uplift 1 = 398(LC 8) 4 = 496(LC 8) Max Grav 1 = 1480(LC 1) 4 = 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/558 BOT CHORD 1-9=-609/1912, 5-9=-609/1912, 5-10=-609/1912,4-10=-609/1912 WEBS 2-5=-402/1579, 2-4=-2152/686 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 1 and 496 lb uplift at joint 4. 6) Use USP JUS26 (With 1Od nails into Girder 8 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 5-6-12 to connect truss(es) B02 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F)9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 10% tM"" n:wr..plmM.dlamsnnsa:-stuv>ItemltuuacDembettmc.rutrtuuDnmtklrr.1mry4frposisi r:MrmuOnlmshyM.q(0llres I.IWdl!Ifnm9mkl..neIshuo..hemd1 M41 Wid uwM1 lWssld lr •ulA.6ldl k ntl !s•Isns krp E,pmps. SPrd1f{anA4 ssawgr3 sgrreswa uar Nshssd q.enq snlwsWhki6kspfis sajr lrrs kpcNr 41E6 dr, win In 1, rkkspna. ssghohorbn,seyM Anthony T. Tombo III, D.E. 1nhwbi n6nt ahO.n,6D•nis.1.aelgnluYLiilhtp...rnsWcaMIILOs4(r4YWW.114ubrl1ll,IkgpMablYrslMlrnaMlrns,riiyroqu.r.n w.r.gsrarran,I.,uja 280083 M IWUgksp• sr.n brm.n•nw.rr rtardr•on:.+I.r1.,asr c.,.Wsa+Ire..0;pwaymrsol.•a..N.I.na r nu.sn:buu.:+nrwnarr lM:ny.,lrns ta+'[enrMsW.BG.r, wins 4451 St. Lucie Blvd. aln•tu M ia s•r(dp prtl qwi nll7h s31.`ss.nhd Ili Lns ksp topers Is eDi so Wbq ku",w inns 4n4. lstsnao. Wme I7lsrefwl M.sanYVsi. iKr For, Pierce, FL 34946 9ryM07D16A-1t.dlwsus• AcdnTLte.MD1,r.EIepdenuldIWsbnwee,i.u} tom, npdbBd•islMIke ninto junissiubook Alled [tosses -A.tYryl.look 10,F.I. Job Truss Truss Type Qty Ply A0065561 WRCLGICE VO4 Valley 1 1 Job Reference o tional Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:42 2018 Page 1 1 D: hA3x RN 7kH 8GY_sQsevncy2zOBn p•Y W 04 rTn ESS U r581 h Bg8_nt_qu S7 V48 kS659k9z_n nIZ 2-0-0 440-0 2-0-0 2.0-0 5.00 12 2 U4 = i 2x4 4 2x4 10 4-0-0 10 3-11-6 Plate Offsets (X,Y) - 2:0-2-O,Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl 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 FBC20171TPI2014 Matrix-P Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. 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 = 100/3-10-13 (min. 0-1-8) 3 = 100/3-10-13 (min.0-1-8) Max Horz 1 = 9(LC 13) Max Uplift 1 = 27(LC 12) 3 = 27(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=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 27 lb uplift at joint 1 and 27 lb uplift at joint 3. LOAD CASE(S) Standard e..q Kro bmwoh,f— %'14 IM Tom rsat!g OWL rmecvtimnn[MCI fWnuu0ruK+r!crr. u,dispnOu,rrr.nr bnlr. 10"rirlyder,I.InbU1rd skokrr... rhue..uuw Mr.ry Wld sr on, ad k"I. IN W N W.l 1W., ln*6iy npe. il•rid[¢.A4uY gl n7run crrrulY.Inu/q ngrrrr nLn Yrf.t,upYr elr lmrerperl YIrl N., I.IM1I, hYu(. ouerlo.Y.hr u[an,-W*! Anthony T. ' Tombo III, P.E. Im/ eirlmingbL'ntiny u4F.jlh Don,dD..n'rNnc.l yen.e{.Iky trva,.bupr.l dr YL Cr 6(wbkdrWqu 1 RIJ hgPM/6101 er IlrYw/rlmh.diigr q u.gr.nL'7 IYq sa rn nse s:AjA :80083 a Nq kurrrd(u.n N.Y uIM.6R9 IMr.mrdp,1 fYh.taY(ganSMrYMse(C[q NNW FiIId SI(I nrEnmNh M.oY .Y r IM1I Ir r,birpriipnd MnYMlmr Ut r,rm hv ly.w IfmfYwlrG n,.dru 4451 St. Lucie Blvd. rm. nrx.lr.t..+Tra..rrhal..r.,ndlru ra r.nnlrru.rain..l rs,m.l.tr a r mglerqurNtr..rnal.4.ml. fort Pierce, FL 34946 ppriIM0MI6A- I Red tutus kikuyLlc ulilJ.t. Ierdenb dAll len rtl,ienlln,nCeAibrtd.4beelthe amnper iss ehe bltuthessts•Aem.eyl Ieebe111,r.I. Jop, Truss Truss Type City Ply WRCLGICE VOS Valley 1 1 A0065562 Job Reference (optional) Run: 8.210 s May 18 Z018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:42 2018 Page 1 ID: hA3xRN7kH8GY_sasevncy2zOBnp-YW04rTn ESSUr581 hBg4_ntx_uS W34kS659k9z_nmZ 4-0 0 i 8-0-0 4-0-0 4-0-0 4x4 = SMr'-6- i 2x4 - 1.5x4 11 7-11-6 2x4 7-11-6 10 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 128/7-10-13 (min.0-1-8) 3 = 128f7-10-13 (min.0-1-8) 4 = 263f7-10-13 (min. 0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 = 51(LC 12) 3 = 55(LC 13) 4 = 40(LC 12) Max Grav 1 = 128(LC 1) 3 = 128(LC 1) 4 = 263(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=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 51 lb uplift at joint 1, 55 lb uplift at joint 3 and 40 lb uplift at joint 4. LOAD CASE(S) Standard haq•n.aa..rxyn,..d,awmnwlsfsnunuuuilrouAfaearoneme.rorirreru+uodeArm. ra sari. MIow1,nr.m m,rmro,:,me.wpoelru llw.arlld—Shela.nr muannaam.erra.i. h 1.it•ur Ims.td h..lMhim.ti. !s.im: 0..v Eq— p.- Sp opr E—a h..d.-40ax....s cq.../ot Ir/n. w.y.n1mi•ulen In0.itq,/Yrtp.Lm kp.lw N1!9.h•reIM1I, 11.4.*naerao, Atq uean, u e1N. rne/M1.Im.doAilyabny.u*dfi.0..n,aD•.n•IaOru.lq.na!{.iialA.v r,.6unn/h11C1.0(rY6.dWllafuMrlM fYr i.w/iVI01r.Elttlw/Mlm.,iYigi.a mop ,er.rk.r,nmwar.y.,aaq.i AnthonyhT. Tombo II., D.E. r l.ilq 0.apr r(.ra.r N.r,.m...h ROrY.m. ri.it.1/R. WEg Ie.../Sfn.M.eer plLJ.14 RIr Si(I n.danHMl.n/i+6t. I1LI 1.'n6nU.u,lnrMn/4lm. pury,im. ha'Gru,rlmr Y.M.Grr,rm 800e3 r. n.w.dn.aaa..a.rYghAiro.whd IYlm:hngl.p.nn10141.tl ka n,. im:S.w.t.i.o/wri uwm.,dtrn..nr.r.tnl Fort PieSt.rce, FL 3lvd. For[ Dierce, Ft 34946 epInIM U 1016 LI hd Lases Avi oq L k.1ro uL LI. lep.dtriis. d ihif bnmtol, it nl h.., k pol ihitd rahottrhe n into paoussuo h.t A I Ini horses Atihory I locks 111, r I. Job Truss Truss Type Oty Ply WRCLGICE V12E GABLE 1 1 A0065563 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:43 2018 Page 1 ID:hA3xRN 7kH8GY_sOsevncy2zOBn"iyS2posDmgASEjUFvBNX_P7ulnnEW 1 uhmrjGbz_nnrIY 3x4 = 2x4' 1.5x4 11 1.Sx4 11 2x4 10-" 10-4-0 Plate Offsets (X,Y)-- 3:0-2-0,Edgel LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 35 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-4-0. lb) - Max Horz 1=-35(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-119(LC 13), 7=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=290(LC 24), 7=290(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-217/294, 2-7=-217/294 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=22ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at=lb) 6=119, 7=122. LOAD CASE(S) Standard n..g nnurr«p,rr M.d•rar ornmsnfsnurtctmntms(cororroatmc.t'or(r u.1n(oE 1r•a. r„r..srr..nr mu.,au*o-r.y rmre.rr rw.m.rt rem.rumw... mvcr.,,.arA..y Wlrl rr rrr dmi bl b.u14rh 103n M,.1 if rlmik E4rnpr.l.a rf.pn,4rd..i rd rr.ru.r arW Y.dnyrrw*rugrnr.ullnhir/r.trJ Jgh lmrlymlw Yl:l.h, .I/I I.Rhrp nur ,W(uryn,feYn Anthony T Tombo Ill, P.E. I r.nolts,1.0.myeaayurns.awrdb0—,ro.M".o.udore.1OW"b ixt'. r.4n.Kft1K.rylwnwgiwrrwi IhgnM/ViW.1.41.u binlf,.di^Y.hr Yg.N77...IY.gYdMpnr.wi74 : 80083 sargo,.r..su..v, ro...i.l.Mi00rwpcarrd(.rrr 4rwgcw..semw.e.«gru mrsar..rn.nrrrr..a.r IM1llarhnyniLln.IMnlhimrhup,fnrGpG(Awr.11mrM.M.Cer,.nr 4451 St. Lucie Blvd. e.. l.r r rn.at.aQ (r..r q Ir.mr.nd lk1,nrA.*lgwsk9noIWWq nTn..i,.s$jwEgwd.rr.uq For; Pierce, FL 34946 ugmxrdtr.r.rnkM.t l. GP1ryf+ 0a2016A-1told haes-AmbgLbaAn01,L1. Itprobnindaisdoomeor,into) hr,npro616dd.nhtoir6e.ime.pnmissiah.Altool lnsus AniAngl.Tombs III, F.l. Jo4 Truss Truss Type Qty Ply A0065564 WRCLGICE VM3 Valley 1 1 Job Reference (optional) Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jul 6 13:24:43 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-0iyS2posDmgASEjU FvBNX_PBgloYEXOuhmdGbz_nmY 3-0-0 3-0-0 CMS 2X4 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIR No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 44(LC 12) Max Uplift 1 = 21(LC 12) 2 = 51(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard Iloy.<yerAlr n,M•r'la IG3110SSIS j(Olfr/peN101t(eWlprge{ll(1C.(Ytl!Iry t([eCeIIIW!Ir r. rmh Mur lsnnnrir rn,rh,lm,lrsq Dr•q(fOCirrldgl.IrYLL1I ldnmeSlm lrb, ne. reu oeml,a,rrrl'i rp W1d,,Y llm„YIN.uirrlp7.Ynlief.lm,ln*fgen(I•. SM1UL I7ae)burrrllY rt,f,ragruirpMW grn inrr,W+!rr utder,Yjrim,lerblrbl"lrll, ralM1l hYfpowryaa rf e,,,c ir. Anthony T. Tombo lli, P.E. rw mlm,rwre+.rnrn st ro..a.rD•rr,.I.hd w.rwr tiu...runn ambo(rrYewnyrrtrlM,rYgmd/rlNrryrtl.u/rhn,.mgryu.*.n ar.rtolwnwernl.u a 80083 r Mlq b,i•r rrrrr nrn,nrr.rn_=rr.e,.,rl.rr.,arwr eo,..+Imn ea,w(rsO W,w l.arsul •,n.nNrr..l.r, miArr,rr+,rwe,rtm,n,.,l,.r, e„ylp.wrlm,il.ne..,.h„ b.mwi.en•I..d4rr• ghAl r,.nhd IYumrvrlgnnnUlr4+egk n..Im,S;uu[.tlgriq urgrudbn.rnkhN.Ul Lucie Blvd. Fortort Pierce, 1 St. e, FL 34946 enrgM01016A-IIn! ham Avitan1.InAs01,L1.ttpe4nind1kisdaorteLosly lN,hprehibadrilleelit, r,innpusiuleehas AIhallrmmMOrgt.larhe01,r.1. Job Truss Truss Type Qty Ply WRCLGICE VM5 Valley 1 1 A0065565 Job Reference (optional) 2x4 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Jul 6 13:24:43 2016- age 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-0iyS2posDmgASEjU FvBNX_PBdloW EXOuhmdGbz_nrgY 5-0-0 1.5x4 II LOADING(psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 4-11-6. lb) - Max Horz 1= 83(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3,5 Max Grav All reactions 250 lb or less at joint(s) 1,3,5,4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-179/309 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=22ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5. LOAD CASE(S) Standard nq•rwuw.„n.r•ufomtususfsat'•rtum„itwsfca,dronfmc.t•m trfu,onfoa,:n•w. m:.a,i...rasd,d.n,ra,fm,a,you.y(rletrm f.tw.aft.,eew,umrr.n, eraa..nurr ane,.h rmu d,cw„rrrnrtrrim r rr 1,ttm,fnriw•a.sash(etr.Jrw..r r1i,sn,e.egrerr.ra..r•>r,„t.,i"ntr Mrurrr,.yh Im.,fymr.rlot 0, W. nit. h fipn..Ytie, rrti uNr,.,eW d.urn,hn,tr.rt,yhrny.v raa.+n,r0•.a,w.ud murti6ypu..r,s,rrarLa¢t.erMdrurf,wdlMtr ndrrimrgMlmrrirm.rigrnyu.*.rWdk.qudram,.iEj Anthony T. 80083 I,D.E. ra+ayo,v!•,dnr.. uen n..artirr m,dprs. rrrx.rfesr..sear.n tq rh ducf.,a„.rrwnrf... Miit.,am,usu,:nrrnraf,•„rn",1—hw!..rim,w.rr,.r,.rn, 80083 On•lu hh.l h,fdd ttl d ,ahtl Ir 4n, ft a,gewdtrnnnanr.ins. 4451 St Lucie Blvd. w••ryh rh url,.n,umtaw w,*n,.inn,s.m.t,*.cr..w FortDierce,Fl 34946 apy,yMOtIIIi A-1 helLsu, 4e,irlLlc.Je 01. LE. Itpd.n.ie. ehiit lero.n,i.nrh,.,apoiiiadrdhoot the nmte paniuw.tru Ad l.ef Inns- Wksoy 1. lode Ill, l E. JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 T724109-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC i 0 r` ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) kq 11m+f glq m4.Y'111dII IIRCRI's[:4Rsaanl Gl IttttOR1S(1SW.,VP-j t(t n:(KY+I's.. lailkgr< +r,dwlwYtlm+kR4.1Q1f,nYu411 h.w Il hhml4Arb.ry knew—MlwY law? W,7+ralOM WanILblm.Mrirr+rlm Yyr hp..;r,f,.R, h ru;YWa.,ID+qnw+rybulY MCa.c+Iny.euW,YY./Yuj.G uyd.YY,. refR1. IM y myn+4ry ulau.W.Y, I Anftnv T. lombo ill, P.E. r.r/teimbi&IWgO.tmpmAndb0"YC+d+IM.I'+rq.M.rtr9MkW,.Ymat VW"d/YIMr.kNQNIlI=WW,W"&q.on ar.cyWYYnu.rK S SM3 r Ylhq frq.rbvu., uw++.s.rlortJ.F+xnrr.+r.wytFl.e++`a.ns i7r>•na lilt Stflndnald lecl fit+ VIIAnYn+ntLanrka+r/Ot l+w+Ic F.o Gt*(r uvrh.nY.lraa,4u 4451 St. Lucie BHd. a+rny k.lh+(+ragn w•n.Gp dlne+.rrinl I.+1.nMnt(t+r.nUlYYlr9b.rlm+S msF..n+/.t .+1 t1.f trnsen Nin.I1V1 Fort Pierce, FL 34946 G,1+ i1bOMliAdiedin+ufJmla,L4ct l0.N.trpolandCsIsumm,is01faalspoil6d-"Rfrafit "ion ,ndaicbee A -It lanes-10"?1.18ab4III. .I. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD F-3'MAX. 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 e 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING V/ (2) - 16d NAILS (MIN-). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 1Dd 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 7-99, 02, 05), 150 MPH (ASCE 7-ID) NAIL ALL MEMBERS WITH TWO ROWS OF IOd 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS' MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. AL( 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 S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKA' TRUSS TI in AN ADEQUATE DIAPHRAGM DR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS. PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O C PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. b.t ll.,.r..hm..r'1J l ttnssts;stt¢r}mtut¢uttroas a tafot(gir,nooA[liitnrtn rA.ky o.mr d.n,.rM,kyw.i0r,.+w+,r1..rt een.., un wnm am ew.u drr.rrr..+t e;yttr.mr,.t,aru.mrrftl.u,:iu.hw,lt.tY-P1,4lantIp^:r,W...1M'wmnr rr+nvrrr..dj„wdhr•rw1.pd04 o11.4hWd.1.u.n..s.tnlAnthony T.TomboIII, P.E. dwRm,ltn, rat.C naror f:ErD..,r0.ri.YalgolrrWhgrye.bn.w.lYOt,ri.lrlsll+dq<.ddtllLr nd.IrlR.Igrll.uJblmtatlgL-,Grgorq,.n e..r.gtYlhh.teyrdA.r/ F80083 rWgMpaact=.d tl.mmu.rl7orrr.rnort+Imn f4 q(vr.rlMYb.o.J(IM`llllk.11tGnd.MpNrrY.e.mlltatrmn.y+b,.rW, gin lwn4451 St. Lucie Blvd. r.iu w4. i y.Is>G q.r w. n.qH dpnn e.l.A Ik Il ,gt.W...Sl r adiq rwr.. Im,try.. tqw. 4 f tlgrr. A,n.,.N.1Y nN Fort Pierce, FL 34946 omitN01011A11Klhnuf l.3a11. InbW,1.1, iepd.rsindt6sianm.ism IN&4PritYiwi Muffit ,iotafraisieIt's Lltest lmus-Aehrnl.IcWa]?l JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 i A-1 ROOF TRUSSES 4451 --T I uriF Ri vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EOUIVALENT. 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 NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. n„a..,,Mw4•uwsii rr-unu,l umu tounwslKu+rtrrt,,u,onlwu,rr. ,.htrurpm,.,rtmo,wr,lmtl,vpin.glill)Irle,wrl lwiQ,It IfFReLM,b;.v wua.mus,.ano,rl yt.,aiwn,,4mrw u.,u ,,,im,cnrr p.,y,dlle.njr,Mr IWI.NeuI w. ,..Irr hlYr[¢q,.prnJftirrM piOr wj,hn,hpM 4u. mnr, n,n n,..,,wtor.,n, Anthony T. Tomtw 111, P.C. I r,ad,mronrnrswtirmrow 4mo.n,.re..,,.a.ud.e rwr,tw.,.r,re ruc,a rrkdwy,wrml ny,rrrotr..wwrrtm,dtyryo,.p..,yr.r q,srwrny,rrr &'" Ikul 80083rue.r uw w«rRAW16ponrp bmdr.Wgl. Wase lw.o.v.mehmrvc,n,..wrw,l.ro miw,r.N. e 4,rwm,+rlm,n,w.mr t,.run,r.na.,.4n w:.m H. dti,l wl n/nw. nr 1.•p4, wd+A Ii L„Dr,[gmn,0141d1q k.n.l;n, SrA+hRn I Mq ni.iaf b., .,.rns, 4451 St. Lucie Blvd. liDP'/1tO}01( tA•Ilrllrn,„•Anlnft.Ta!nALl.f. iep,dNiucltisims.n.ia Iwq,Br.iifudrelrl 6.vinupaaisvuk.oblbdlnsus AdS.gl.l.eu` W.I.L Fort Place, R. 34446 FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 nnnnn.a• t A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS 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 NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O C. BASE TRUSSES 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, 160 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO LISPMAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. wrq/lw. tswp(nt•r'u1^,(II IIF3S jfltl;M1 EtVIA RI.!1 famoviwas(tmu0powwrr, rw5iwtpom rtndwmwbt Mtfiat1n.q((11rrwr71r.r 11 M.attr.µnm blm ntr.ht trnwrf r4 water.,mWrwhrrr.rnrtttr.ttb.tyr.pt.y.r(gat.:rtdwglr.t...Ly..tlb wc.rq..qnt.rgrYrylr.r.inrgad.rarti,a.r.ln.rntmq..wyrr..t I Anthorrff.ianboIII, P.E. r. u+e,umkgir;nrny.,rn/rp+..rp Swred.p.rweym n,.rtrm/etvc.rurridrrr rrtnl bnpwtrtrrq ra rl:n,mgt yt..00rrnq.arrtty.urt : 800a3 r" 6Mwr(t•m, rfiat twr.rirrr wwrn rtYwtdr wry(t.wWWtt, Irwra.8[YlrMirrytor11(1nK.t.tlr Mwr plwr_TIIranrny.til.nram rnotbuP,.ttln#`••rtm e.mm,.rn we m4'+Rt(nwnged t..r•,.gh lr.n...rf Ohm butl..hti(wMY bvt.. nntS e+Felwe/ryM1p; uuvcN len.twiAN.l11(. 3451 St Luce Blvd. Fort Pierce, FL 34946 gpi; kt 01p1611 ld Gran-Ar4r; i leab 1q, 11. 4'dwur d nK /morn, u.ry Iw., it prk4ud .i1ca Re wtinn pwnistia 6n d td Gnus Aukrry I.IrwM pl.li JULY 17, 2017 I I " ( HIGH WIND VELOCITY) ^ L STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98. ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UND".. 1- . , , DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD U I I BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) oAo f.y•Knu+rf.Ji.ar.M'rIU0114SSI1 j'f(llEl'J,QI,'llllfUl1tf04"IGy(ff{1GY (11!!1'J 11 f;(p(IrUi'lu. rrh MgtrwM d drtrrkr bnllur PngiilF rte 7eae l liitll b —Swh "m Id n.d.v trJoMM.wh r,ii.irm(r,n(urr.rt l i.0 dur t w.µ.5n,triYwr.r rdrnl r .r wfrngrr b b rJ ntwnq nyrvlYr Yr e Yw?d.u. Uw 4pd wM ti ii, rtiN7 hMur nugr,.ldy dro.-6by Andwny T. Tombo III, P.E. d.odrf I'm b.!WyeYi ywulry/MO.w.MO.ulfon r ova w Wlg pyr,.IM 120011IN ,1A0(di1du11gdrdR I. TW1M'd*1kWA.!Idl ditfnt rd.Igrdq mrtp ;wmwdkAq Ad r Mnwreturi r rMagpv.d(pv.11.trtpu.f.itldp.Fnrndt.MirnMaMfylgrr.lMe(Wn.i.{IGgprMte1nt11dSCin CnwlWpu/rn.011phfialinplfLer.lMurYo.lrupwpr,trnfkc*6gnnr4n,Roo.w 8W83 pr.n. 18n/r.fad;r.lprnmgh irrrr r.lyd Ir ini pvp lip.0 n Jlakit pi}e,.ImflFinalYmAa MYq It cgadal h.InnpLd.RFI 4451 St. Lurie Blvd. Fort Pierce,R. 34946 m FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS V/lOd NAILS, 6' O.C. VER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. v DIAGONAL BRACING *1F 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' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-0' O.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 STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 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) - 10d NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL ATBRACES T1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31STUD 17 O.C. 3-8-10 5-&l 1 6-6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3.10 4-9-12 6.6.11 9-10.15 2X4 SP #31 STUD 24' O.C. 2-8.6 3.11-3 54.12 8.1.2 2X4SP#2 12* O.C. 3-10.15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3.6.11 4.9-12 6-&11 10-H 2X4 SP 92 24' O.C. 1 3-1-4 311-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IDd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 9OX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING TRUSSES B 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. DETA FEBRUARY 17, 2017 I T WITH 2XIBRACE ONLY IL I STDTL09 40TES: f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN( S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T( ONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2XB 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2XB 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 772409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - IOd NAILS (0131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL I WEB WITH (3) - 10d I NAILS (0131' X 3') USE METAL FRAMING -J 4 ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - IOd TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - Sod NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 21 6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) M12 X 3' WOOD SCREWS 0216' DIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - D' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - IOd 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 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c zo 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 zz0J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 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 BDTTOM 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 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE DO° r FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 C TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3 16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTLI4 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 rrrr.r..n...•,staorncstt(tiuttnaau:non,mronrm.Fwrtrltu,Muwu.rr. r.hr.rs•••r,r rr.,.r,un,r+'.iM7rrt.ss.rtrtu.r.tr.«k,n. rrnr..n.wr.rr•r Y,.a.,b, hlr.ulrrlM rr.,Y t,.un,r,hr..6..sr ltr•qru+..stnnr...n..:aw+rrn.,+,...n+r+u rrr*w r,y.;m,.ro+•rts r,..i. rtis tr r„ry.r.r.,. r,,r..,,nrri. Anthony T. Tombo 111. V.E. rw.au.nr..e.wnr80083 r wy pvryn r f. n w,,n... r ql r r Fom r prYr, r urftwn.+s,q br. (usc wri r;h r un....b,.M r,r r••••. nu o., w ny.Wr, r rn, r un, Ma.n. t,n, l.u't.i. r im, rrr...ru Y. nrrr.l h.oMr .. nr F i,rr, wi.M hhn, rurtTnrn 71rr,11 M,yr,.hn,bu.l n.rYy.ugrl+lwn.. n,r.l. tnl 4451 St. Fort oiPierce.. FL FL3494 3a96 Gft, iftl07111{MIIa11m,n Mrie t l.beM I0J.1. 4ry.40iu0riiilwn.a.i e,lu,i, ry liM:I riMnrie nm.pmni,u hm111rllmu, AeriniLl..b N, f.l. FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 1S7 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT 00 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 LODSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 04%, TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). m FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-D-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 NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IDd COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4D) 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 71Y w HATCH LEGEND 8' - 8" A.F.F. 18' -1 7/8" A.F.F. 3 5/811C 5 5/8"[ r NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. I' d04q Jj1 I 1 I Mo Grerlty (I 5.0001117%jWtq0' Horizontal (> 350f1`-F`iAL k: NUIG: ALL IINbb ILA WALL ANU/UH IHU]] ILA LEDGERCONNECTIONS BYHERWS IL aNOTEALLCEILINGDROPSBELOWBEAMAREJrC BY BUILDER (UNLESS NOTED OTHERWISE)- NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW Zi ' _ _ -' TRUSS I.D. AND TRUSS LOCATION OHJY. THE BUILDING DESIGNER 15 RESPONSIBLE FOR THE DESIGN 1 OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAVANGS FOR GRAVITY AND UPLIFT LOADS iL=7c FOR BRACING d ERECTION DETAILS REFER FOTOBCS3 AND/OR ENGINEER OF RECORD e I a REPRESENTS THE LEFT SIDE OFEACHTRUSSDRAWING NOTE REFER TO USP CONNECTOR CATALOG INSTALLATION DETAILS) 7 S= o FFOR^ V JUS24 J I THD46 o . ' . uJUS26JOMSH122 e ± t; iGTH026OIMUS26OS - • • QD THD28 THD26.2 B HANGER BY BUILDER B BEAM BY BUILDER r NOTE UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE E.; c EXCLUDES VALLEY AND PIGGYBACK TRUSSES) S F LOADING ROOF FLOOR WIND LOAD z$= a 2 WE LOAD 20 40 ASCE 7.10 e o - - u DEAD LOAD 10 10 ISO MPH EXP C 0 00 LIVE LOAD 10• 0 CATEGORY 11 A` a a 3- m u DEAD LOAD 10 5 ENCLOSED 3 ` F TOTAL LOAD 40 55 FBC.2017- F DURATION FACTOR 1.25 3-00 TPI-2014 R DATE BY REMARKS 24 z a j S-- i y a^ - mItisunderstoodthatabove conditions have been reviewed APPROVED 6 are acceptable for the APPROVED A5 NOTEDfabricationattrusses, elevations.ptches. R : - z t overhangs. REVISE AND RESUBWR 850a7.Celllllg: a;._ 9 • elevaliona/plches. bearing REJECTED s cconditions8alldetailpertaining to this buss placement plan. No back charges will be accepted DATEvalhoutpreviouswniten s ; - - = approval from an A-1 Roo( a Z Trusses representative. REVIEWED BY e i PLAN DATE ARCH: 03/01/18 SiRUCT: 03/01/I8 a e 'e a CUSTOMER RYAN HOMES P ZS JOB NAME LARGO vl'C' GARAGE RIGHT F _• OPTION(S) EIfT LANAI 5 COMMNTY LOT Y KENSINGTON RESERVE / LOT 100 CITY L 1 = COUNTY BLDG BLDG TYPE- I s 10H • 72902 (MASTER WRCLCICEeri ^ - DRAWN SCALE- 07/09/18 RH N.T.S. I - e.`s'+"""`^''."'•' 1rombo III FAscu zo2 A-1 ROOF TRUSSES A FLORIDA CORPORATION oil5i- = HIP LANE T62. VALLEY LANE 1 35. m. Ph 772409.1010 J Fax 7724D9-1015 http:Avww.altmss.com G S a{ w-s•. r L Is CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D fir Application No: I I U vb Z-I 1Sino r) Documented Construction Value: $;590 - V 0 Job Address: J N(A-) Historic District: Yes N$0-9 Parcel ID: Residentia ommercial Type of Work: Ney Addition Alteration Repair Demo Change of Use Description of Work: _Plumbing New Residential Construction ( Plan Review Contact Person: Jamie Blackwell Title: Clerics Phone: 407-323-7515 Fax: 407-323-8954 Email: info i api-orlando.com Prop rty Owner Information Name 14enu Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Arch itect/Eng1neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° 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 befoundinthepublicrecordsofthisootmty, and there may be additional permits required 9om 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 requhm 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 cement ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signamre of Ot nedAgent Date Print Owner/Agent'. Name Signature of Notary-Sute of Floada Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofCcmtraatodAgent Date' s A. Tbomw Smith Print Coetractor/Agent's Name Srgns re o atary of FIffw Date tW NOTARY PUBLIC 3 STATE OF FLORIDA Corr# GG136069 Expires &21=1 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COhfM[ENTS. UTILITIES: Flood Zone: of Stories: Plumbing - # of 1ru tures Fire Alarm Permit: Yes No WASTE WATER FIRE: BUILDING: Revised: June 30, 2015 Pamit Application 7NIOVD2018n CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I g - 3 n 100 1 h t—G rl Documented Construction Value: $ ` • CJ Job Address: JO`?(/ % Historic District: Yes N,,j Parcel ID: Residential Commercial Type of Work: New(Lm Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Title: Clerical Email:_ infona api-orlando.com Property Owner Information Name Street. City, State Zip: Name _Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Phone: ' n Resident of property?: / U/ Contractor Information Phone: 407-323-7515 Far: 407-323-8954 State License No.: CF-CO57881 Architect/Engineer Information Phone: — Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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 construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4) 4q1-7 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 Licit Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the exeeated 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 will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agcnt Daft — Print Dwner/Agem's Name -- — SigmhneofNotary--StateofMori da Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Siguhue ofCoatrsamr/Agent to A Tlromas Smith Print Conftwmr/AgenYs Name / Srgie, rco 'otary-=fFtarida0 Date NOTARY PUIILIC vc tmhLvW r STATEOF FWRIDA Comtg GG135M Expires 8/ 21/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE QNLY Permits Required: Building El Electrical Construction Type: Total Sq Ft of Bldg: Mechanical El Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COWEMENTS: Revised: June 30.2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003479 Date 11/01/18 Application pin number . . . 090134 Property Address . . . . . . 3840 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-1000 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 320178 Application desc need noc Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2918.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085646 Permit pin number 1085646 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee . . . . 120.00 Issue Date . . . . 11/01/18 Valuation . . 4550 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension 20.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 120.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1185.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003479 Date 11/01/18 Property Address . . . . . . 3840 CRAWLEY DOWN LP Parcel Number 17.20.31.SVC-0000-1000 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085646 Permit pin number 1085646 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / CITY OF SANFORD BUI• -DEING &.FIRE -PREVENTION PERMIT APPLICATION tTr Application No: q-7 Documented Construction Value: Job Address- vl v L U b Historic District: Yes No Parcel ID• Residentiato CommercialLl Type of Works Newo Addition Alteration Repair Demo O Change of Use Q Move Description of Work: n5 _ _ — - n 2+t{GlrJ t`i'jt, It min- r Plan Review Contact. -Person: j Title: Phone: `tO"1-S OOI: FaJi: O-l- 3-385.3 -- Email: Can-\ Propeity'Owner Information Names `` Phone: L Street: Resident of property?- City; State Zip:- Cori r idbr Information Name -i'iv .._.n-A, - ; / t _ . ,hont:. Q Street• 3 rSL0 9 Fax qO%- 2z City, State Zip • rt'1 c.r %% State License No.: CA0z3 pc-A1 O ArehiteeVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IM--PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code / Revised: June 30, 2015 Permit Application l) 03 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 perinit is issued, in accordat ce*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. OWNERI& AFFIDAVIT: I certify that all of the foregoing information is accurate be-done-in-compliance-Nvith-all-applicahleaaws-regulating;construction-and-zo g: Signature of Owner/Agent Date OwnedAgent's Name Signauue"of Notary -State of Florida Date Owner/Agent-Is - Personally Known to Me• er Produced ID Type of ID of Contractor/Agent Name work will Z$ - t7 Signature of Notl(ry-State orFlorida Date CHERYL D AKERS MY COMMISSION # FF998962' - lo,; EXPIRES June 05.2020 407)39E.0157 FWMallotarySery{ee.comr Contractor/Agent is _Personally Knowri to lMe or Produced ID Type of Ip r 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 Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 jl, DEL-AIR State Cert CAC032448 BEATING • AIR CON13MONOIG JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION 1 OPT SITTING RM 3.0 : - 15.0 3- 4,509.00 LAUDERDALE 15.03.5 3 4,878.00 LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,81.8.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0 / 2.5 15.6 4 8,029.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT 1ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 2 4,295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,098.00 SANIBEL VERSION I OPT 1ST FL BDRM 2.5 / 2.5 15.0 5 8,750.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8,273.00 SANIBEL VERSION I OPT GUEST SUITE 2.5 / 2.5 15.0 5 8,406.00 SANIBEL VERSION I OPT MORNING RM 2.5 / 2.5 15.0 4 8,455.00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 1$8,200.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS 3.5 / 2.0 15.0 4 9,232.00 SAWGRASS OPT 13T FL SUITE 3.5 / 2:0 15.0 5 9,485.00 SAWGRASS OPT 2"D FL EXTENSION 3.013.0 15.0 5 9,725.00 SAWGRASS OPT BATH 2 3.5 / 2.0 1 15.0 15 9,288.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 115.0 14 9,222.00 HYAC S"I'A IT'. CL'R L LI C "CA CO2448 53. (:"I)ItiCO WAY SmdurA. FI.32771 4071333-COOL 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, g 3y7,9 c 151ightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: Address: /Q Unit: City: 5 State: , L_ Zip: Air Leakage Test ReSU Its Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. ERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding e 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 (ERQ: = 7q0 x 60 = = S,5/ Method for calculating building volume: FMC (50) Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) Icode software calculated PASS (with Mechanical Ventilation) O Field measured and calculatedFAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7),-Florida Statues, or individuals licensed as set forth In Section 489.105(3)(f), (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 I 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:--_ G f,, Date of Test: Printed Name of Tester: l%1 License/Certification #: Ca Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: \ Lot: Address: ( jC2 Ld) tell Qou)n / U i City: State:LL Zip: evjn-a,=CY Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES 0,0) [:]NO erformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the 7•7 + Q.03 Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Con itioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Ca/c) or R406-2017 ASS FAIL tig mess shallDuct be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester:.li . - , Date of Test: % z,k l! 9 Printed Name of Tester: A uz-0 u4`ks License/Certification #: 7-6 Issuing Authority: RESNET L O V 1) CL in L LM FM W z N W ce Certificate of Achievement THIS ACKNOWLEDGES THAT Kyle Higgins HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR RFI # BHEDTG Certification Date: November 11, 2018 Certification Expires: November 11, 2021 2 _ Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)