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HomeMy WebLinkAbout2631 Flycatcher Way 18-1289; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000461 BUILDING PERMIT NUMBER: 18-10000461 DATE: May 09, 2018 UNIT ADDRESS: FLYCATCHER WAY 2631 17-20-31-502-0000-2310 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 V NELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2631 FLYCATHCER WAY / WYNDHAM PRESERVESFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SinaleCFamily Housing 00 1.000 dwl unit 00 FIRE RR 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING 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 }}J THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. 6 ( THIS STATEMENT IS NO LONGER VALIDEV OIFABUILDINGPERMITISNOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D MAR t Application No: . N- Documented Construction Value: $ yras AA 3g yi Job Address: 2631 Flycatcher Way, Sanford 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-2310 ( Wyndham Preserve lot 231) Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkisonnaparksquarehomes.com Property Owner Information Name Phone: Street: Resident of property? : No City, State Zip: Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debaty FL 32753 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: 5i1 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. 4x' 3.1. 11?j Signature of Owner/Agent Date Vishaal Gupta Print Owner/Agent's Date MICHELLE PARKISCIN Notary Public — Stale of Florida Commission N GG 157861 My Comm. Expires Nov 5, 2021 Bonded Ihrouph Nellonal Notary Aeon. IV,(.-- 3.7 • /8 Signature of Contractor/Agent Date Vishaal Gupta Print Contractsy/A> s Name MICHELLE PARKISON Notary Public — Stale of Florida Commission d GG 157861 My Comm. Expires Nov 5, 2021 8" through National Notary Assn. Owner/Agent is FersonaTiy'iown to Me or Contractor/Agent is " Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical a- Mechanical g Plumbing® Gas[] Roof Construction Type:y P5 Occupancy Use: 2 3 Flood Zone: Total Sq Ft of Bldg: 3 Min. Occupancy Load: g # of Stories: New Construction: Electric - # of Amps 2L'Yo Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: V1:C 3-?A-Vb FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. LAR .0 `Io IftY. Z714 Spr`,ce - A, C=L Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING:!E&w 8 Revised June 30, 2015 Permit Application b CITY OF SANFORD BUILDING & FIRE PREVENTIONW. PERMIT APPLICATION Application No: any Documented Construction Value: $ 162,000.00 Job Address: 2631 Flycatcher Way, Sanford 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-2310 ( Wyndham Preserve lot 231) Residential © Commercial Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Street: City, State Zip: Title: Permitting Manager Email: mparkisonCcb-parksquarehomes.com Property Owner Information Phone: Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Architect/Engineer Information Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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. kt, 3• -1• Iv Signature of Owner/Agent Date Vishaal Gupta Print Owner/Agent's i 7 • /8 Signature of Contractor/Agent Date Vishaal Gupta Print Contract-QqAp ees Name IN it -tag i"ida.— Date signatur MICHELLE PARKISON N 'rt •..: MICHELLE PARKISON IMVI Notary Public - Stale of FloridaNotaryPublic -State of FloridaCommission # GG 157861 Commission # GG 157861My Comm. Expires Nov 5, 2021MYComm. Explres Nov 5, 2021f" !; a through National NoleryAssn. Bonded through NallondNotaryAssn. Owner/Agent is Persona y nown to Me or Contractor/Agent is Personally nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: e 3 "1 WASTEWATER: I 1' BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit 9 BUILDING PERMIT Min Max Ins pec ion 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 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 J f1fiv-0eq. E Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final BMG Z, , Min Max inspection Description 10 Plumbin Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final jDkNIC'- 7- F,M-]E- Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 2631 Flycatcher way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2310 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US•E 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 'A', the best available information used to determine the base flood elevation is: BP# 18-1289 Reviewed by: Michael Cash, CFM Date: March 21, 2018 alt i Application for Paved Driveway, Sidewalk or V 'Walkway Including Right -of -Way Use & F O1;;D9 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or a sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a t 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 Know vrkaesbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 1966 cfl3cYal —I So in CyrCl 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of new driveway for new single family residence This application is submitted by. Property Owner Signature: _ f Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Print Name: Vishaal Gupta Email: mparkison@parksquarehomes com Date: 3' —)- /8 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 nght-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 cntena, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee. Date: Date: Date: Date: 3 _21 - ZO( Date: November 2015 1 ROW Use Onveway.pdt LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 •-I I cQS I hereby name and appoint David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Scree Address) Expiration Date for This Limited Power of Attorney: la•31 • Ip License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: lax/ STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this , day of Y`tlorcl. , 2(lA' L& by Vishaal Gupta who is ¢(personally known to me or o who has produced identification and who did (did not) take Sig ture Q otar Seal) T(yNX i% - C MICHELLE PARKISON Print or type name Notary Public — State of Florida Commission N GG 157861 My Comm. Expires Nov 5,2021 Notary Public - State of BcndedInrouphNauunelNolarygssn. Commission No(Z 1 -)1 My Commission Expires: 5 @gQI Rev. 08.12) as Page 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park FL 32789 Ililll fllll If9fl Ififf IIIII ffifi Ilfl Iffl GRANT N LOY? SEMINOLE COUNTY CLERK OF CIRCUIT COURT c, COMPTROLLER BY, 3965 P3 14.4-1 7 f4P33l CLERK'S 4 i-01707331-11 RECORDED 03/U:/21i17 09:41i:537; AM DEED DOC TAX i2j,11E.00 RECORDING FEES $75.`;0 ECORDED BY hdevore SPACE ABOVE THIS L[NE FOR RECORDING DATA) -- SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2" d day of August, 2017, by and between BRISSON INVESTMIENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). , Wherever used herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, .by reference hereto, shall -not serve to reimpose same. Book8965/Pagel44 CFN#2017078301 Page 1 of 4 httTD://officiaLrecordsbv.seniinoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: Print Name-scde eS c. Print Name: IZ. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: W1 R'Vertrt, ss ripresentative The foregoing instrument was acknowledged before me this 2 day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL' C, a Florida limited liability company, on behalf of said entity. He is personally known to me or wed_ wrCOMMW+or+I oaabs ow+ &WyM2M O1 dF ed+a.a TAru 7 Putlk uidrnYn Book8965/Page145 CFN#2017078301 Notary Public, tate of onda Seal) Page 2 of 4 htt-D://ofEcialrecordsbv.senlinoleclerk.oraBrowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description Lou 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 149-, 150, 155,-156, 157, 162, 463, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Pagel46 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit `B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page .1.143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016'in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. 0 Book8965/Page147 CFN#2017078301 Page 4 of 4 httD://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 GRANT NAL..CY? SEIIINOLE C001'Y CLERK OF C.IRsUI:T COURT .'_ CONL'TROLLER 91211 (1P: CLERK'S v 2018048439 RECURE,T[•I, FEES $1I:.00 REC'ORJED F"Y ndevora THIS INSTRUMENT PREPARED BY: Name: Tania Pickering Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1289 Parcel ID Number: 17-20-31-502-0000-2310 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 231 Wyndham Preserve Plat Book 81 / Pages 93-102 2631 Flycatcher Way, Sanford FL 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple 4 Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number. Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number Address: 8. In addition, Owner designates of to receive a copy of the Uenor's Notice as provided in Section 713.13(1 Xb), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. Signature of Owner Lessee, or Ownefs o e Authorized OHlcer/Director/Partner/Ar nper State of i Countyof _/ The by who has produced identification 0 type of identification produce CER i INED tQ?y CSAIN1 MAWY CLERK OF Ti?: C1:(CUIT COURT AND COMPTROLLEP S APIIIOL'= COJv? 'w f)l1 'ti",t tiy•; f ---- >D' cnUTY?CLERIC , Vishaal Gupta, Executive Vice President Print Narne and Provide Signatory's Title/Office) before me this day of 20 Who Is personally known to metSVR making statement d. .ttr r.4f D, lh CMfIK MY COMMISSION It FF 209108 EXPIRES: June 27,269 oF itd BMW flw gadpt Notary Switc, Notary Signature CITY OF SANFORD Y, BUILDING & FIRE PREVENTION U (. ; PERMIT APPLICATION L-X-) Application No: 1 9 -/ ,2 99 , Documented Construction Value: S Job Address: J Q 3 1 Elw a 1,'i h e-1- U" Historic District: Yes No Parcel ID: Residential -Commercial Type of Work: New -Addition Alteration Repair Demo Change of Use Move Description of Work: 4- Plan Review Contact Person: Title: ro Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: 813-910,311 v3 CX4 Street; 10,34 .ri ippPf, PAL Fax: City, State Zip -T&Im / - F- ;3 b13 State License No.: C'C a oc)5 yu01 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it 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: 514 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t 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 Fequired 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 requ irements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC' Valuation.Table in effect at the time the petrhit 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 pertrtit'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 an ning. Signature of Owner/Agent - Date Print Owner/Agent's Name Signature of Notary -State of Florida Date , Owner/Agent is Personally'Knowri to Me or - - Produced ID . . Type of 1D Print Contractor/Agent's Name 0- Signature ,ti tary-State f 1 i ate al rk!. ,PuAi "-- o Clair r Commission ! 051707 A Expires: October 15, 2021 bofiobU Contractor/Agent is7ZP—eKso-r—tatlly Known to-(b . - Produced IDTypeollw IL t BELOW IS FOR OFFICE USE ONLY Permits Required: Building Ele trical Mechanical Plumbing[] Construction Type: 1 Occupancy Use: rot IQ! Ft of Bld Min. Occupancy Load: Gas Roof Flood Zone: 1f of Stories: New Construction: Electric - # of Amps_____ Plumbing = # of Fixtures Fire Sprinkler Permit: Yes[ -] No# of Heads Fire Alarm Permit:' Yes - No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application yLL Rit. PROPERTY OWNER OR HIS AGENT: PARK SQUARE DOMES AbDItM: 5200 VINELAND RD c T—Y: ORLANDO STATE: FL CONTRACT AGREEMENT PAOB 4 OF 4 011 NAME: D . DATU: IS 120 ] 7 nocuMna: ELECTRICAL CONTRACT REVISED LEVEL I — WITH CFL BULBS o—L: GAWELECTRIC mAam: ORLANDO CITY: SANFORD WYNDHAM PRESERVE SEfRVICEPIANSQFTA/C SYSTEM PRICE SEBRING 200A 2410 10-kW HEAT 24oV, 60A 6,758.00 5-TON AC 240V, 50A SORRENTO 200A 2078 8-kW HEAT 240V, 50A 5,465.00 4-TON AC 240V, 40A 200A 2774 8-kW HEAT 240V, 50A 7,264.00 4-TON AC 240V, 40AESUNDANCE200A1730 5-kW HEAT 240V, 35A 5,081.00 3-TON AC 240V, 30A TELLURIDE 200A 2637 10-kW HEAT 240V, 60A 6,601.00 5-TON AC 240V, 50A TRIBECA 200A 1986 8-kW HEAT 240V, 50A 5,608.00 4-TON AC240V,40A TUSCANY 200A 2718 10-kW HEAT 240V, 60A 6,818.00 5-TON AC 240V, 50A WALTON II 200A 1811 BAW HEAT 240V, 50A 5,110.00 4-TON AC 240V, 40A WELLINGTON 200A 3075 CITY 2) 5-kW HEAT 240% 35A 7,587.00 QTY 2) 370N AC 240V, 30A CONTRACTOR/OWNER: _ EDMONSON ELECTRIC: 1034 Skipper Road • Tampa, DATE: DATE: V.k-tRVc.•. V..Z'.v n a-ITT..i v.Nn. .Il.•IcxT_fa.wao•)ai-v1PMn+KY _. Phone:(813)910 34 3 . Cax:(8] 3)9] 0 8546 • www.EdmonsonEfectrlc.com , n FLORIDA LICENSE# aC130D51oe Job Address: Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Jo Historic District: Yes No Residential W., Commercial Type of Work: New q ^Addition U Alteration U Repair Demo Change of Use Move Description of Work: Documented Construction Value: $ G31 I cllie wtk Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: J 5k <- i Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name fY )Cu tvt j(7 "vl'c 1 Phone: Street: OQ S V! Fax: ` U 7 7/' 901 J-G City, State Zip: S k Ucvd i R 3 y % 7 i State License No.: cpc ly d f'y Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 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 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ]CC 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. atgnature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ae Sigatureo0/ on( tar/Agent, j V I L1- Lim CuT-L1 Pant Contractor/Agent's Name Signatureyf Notary -Sate or F oti"da ! / Dat ' ht S$i0y' • G" Foy 9FF 120a55 : Qo 7- damContractor/Agent is Personally Knott ' F Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments Permit # Project Address: w C City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Rr Email: building@sanfordfl.gov Submittal Date Contact: T21nl12 Ph: a— ` P3 Fax: —' Email: -In cke 1(OI F h -S• CdVY1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: 55 ROUTING INFORMATION Approvals 1 /$ 01 Job Address: 2631 Flycatcher Way CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I y I -'' J Documented Construction Value: $ 8062.00 Historic District: Yes No Parcel ID: 17-20-31-502-0000-2310 Lot 230 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 5.0 ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boiler's, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC 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 pcmiit fees when the permit is issued` OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 9"nstructipn and zoning. signature of Owner/Agent Date Si nature of Print 0%%mer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID h. 2/19/2018 Kevin Stine Print Contractor/Agent's Name Date Signature o' to KELLY WEBSTER Notary Public - State of Florida c Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A c 1 s Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Y Gas Roof l Flood Zone: 9 of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision Z01 City of Sanford Response to,Comments IUD 0 Building & Fire Prevention Division 12- Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ! (J l 0 Submittal Date 2 Project Address: G, / G/CQ,e% Contact: Ph: Email Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water CONTACT Fax: Daphne Clark Daphne@PerrnitsPermitsPermlts-COM General description of revision: J,& -7 0941fzGc aJ ha r G p 2 3/ Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 0 Building "7. 3 1 - I$ RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 231 Spruce A LHG 12 SDG ILO 9 - N Builder Name: I CN Street, 2631 Flycatcher Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: I$- Owner: Park Square Homes Jurisdiction: 691500 SANFORD Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) Z 1. New construction or existing New (From Plans) 9. Wall Types (3297.7 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1708.00 ft' b. Frame - Wood, Exterior R=11.0 1179.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 410.67 ft' 4. Number of Bedrooms 5 d. N/A R= I ft' 10. Ceiling Types (2135.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2135.00 ft 6. Conditioned floor area above grade (ft') 2774 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade (ft') 0 11. Ducts R ft= 7. Windows(308.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 554.8 a. U-Factor: Dbl, U=0.55 180.00 ft' SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft' 12. Cooling systems kBtEfficiency SHGC: SHGC=0.25 a. Central Unit 54.0 4.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 32.17 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 53.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.804 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2774.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 2027.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 639.00 ft' None c. other (see details) R= 108.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.111 Total Proposed Modified Loads: 80.01 PASS Total Baseline Loads: 82.58 1 hereby certify that the plans and specifications covered by Review of the plans and THE STgl this calculation are in compliance with the Florida Energy specifications covered by this tiOo =,46' Code. Digitally signed by Luis Morales Luis Morales Date: 2018.07.1708.54:39 calculation indicates compliance Zip 04' 00' with the Florida Energy Code. PREPARED BY: DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 0 , A 1 hereby certify that this building, as designed, is in compliance Florida Statutes. 1 , C00 withtheFloridaEnergyCode. WE C OWNER/ A _ BUILDING OFFICIAL: G 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 On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 7/ 17/2018 8:52 AM EnergyGaugeO USA Section R405.4.1 Com n Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot 231 Spruce A LHG 12 SD Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 2774 Lot # 231 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 270 Street: 2631 Flycatcher Way Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip. Sanford , Family Type- Single-family FL , New/Existing: New (From Plans) Comment. CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2774 25574.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2027 18851.1 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 747 6723 No 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___ -__ 108 ft' 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulalio list Floor 183 ft 0 2027 ft' 0.29 0 0.71 3 Floor Over Other Space 2nd Floor -__ ___ 639 ft' 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 2388 ft' 0 ft' Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2135 ft' N N 7/17/2018 8:52 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 5 FnRM R4n5-9n17 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 2135 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 1/ # Ornt To WaILT-ype Space R_Valile Et -In -Et In Area t3_Value-Eraction-Absor^Grade%_ 1 NE=>NW Exterior Frame - Wood 2nd Floor 11 24 0 9 0 216.0 ft' 0 0.25 0.8 0 2 NE=>NW Exterior Concrete Block - Int Insul 1st Floor 4.1 15 0 9 4 140.0 ft' 0 0 0.8 0 3 SE=>NE Exterior Frame - Wood 2nd Floor 11 41 6 9 0 373.5 ft' 0 0.25 0.8 0 4 SE=>NE Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.8 0 5 SW=>SE Exterior Frame - Wood 2nd Floor 11 24 0 9 0 216.0 ft' 0 0.25 0.8 0 6 SW=>SE Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft' 0 0 0.8 0 7 NW=>S Exterior Frame - Wood 2nd Floor 11 41 6 9 0 373.5 ft' 0 0.25 0.8 0 8 NW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 69 0 9 4 644.0 ft' 0 0 0.8 0 9 SW Garage Frame - Wood 1st Floor 11 44 0 9 4 410.7 ft' 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE=>NW Insulated 1st Floor None 4 3 8 24 ft' 2 -SW Wood 1st Floor None 46 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE=>NW 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 NE=>NW 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 ne=>NW 2 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 se=>NE 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 se=>NE 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 se=>NE 4 Metal Low-E Double Yes 0.54 0.25 N 4.2 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 SW=>SE 6 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 8 SW=>SE 6 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft' 10 ft 0 in 1 ft 4 in None None 9 NW=>SW 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 10 NW=>SW 7 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 NW=>SW 8 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 12 NW=>SW 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 13 NW=>SW 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 ft 0 in 3 ft 0 in Drapes/blinds None 7/17/2018 8:52 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 - INPUT SUMMARY CHECKLIST REPORT GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 610ft' 610ft' 64ft 9.3ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00041 2983.6 163.8 308.05 .3817 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 53 kBlu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 54 kBtu/hr 1620 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V # Supply -- Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 554.8 ft Attic 138.7 ft Prop. Leak Free 2nd Floor — cfm 83.2 cfm 0.03 0.50 1 1 7/17/2018 8:52 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programablje Thermostat- Y Ceiling Fans: JanCoolin jj jj Mar prr Jun Jul Auu c I Nov Dec Heating jX Jan jX] Feb X] Mar j Jun Juri Arj n Octi Novm DecVentAing [[ Jan [[ Feb Xjj Mar Apr May lXl Jun Jul Aug SepS:p Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 pM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft' 0 ft 0.3 1st Floor Default 8 Ibs/s .ft. 0 ft' 0 ft 0.3 2nd Floor Name: Test Rater Signature: Rating Compant: Test Rater Date: 7/17/2018 8:52 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2631 Flycatcher Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. J SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldoe building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. O R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heal 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 leakagdnrndows, 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. 7/17/2018 8:53 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manuft air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55°F (1WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/17/2018 8:53 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 heal trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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 safely 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 healing and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV 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 7/17/2018 8:53 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software 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-onty 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. 5 Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. El 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50"F (10°C), and no precipitation is failing 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. 7/17/2018 8:53 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorYl,e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/17/2018 8:53 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 5 13. Cooling system: Capacity 54.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2774 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.558 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.232 14. Heating system: Capacity 53.0 c) Area 7c. 308.2 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 11.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. certify that this home has complied with the Florida Building Code, Energy Conservation, 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 features. Builder Signature: Date: Address of New Home: 2631 Flycatcher Way City/FL Zip: Sanford, FL 7/17/2018 8:53:02 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoftn Project Summary Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 web. mwiOneStopCooling.com License: CAC032444 For: Park Square Homes 2631 Flycatcher Way, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 26439 Btuh Duds 4087 Btuh Central vent (0 cTm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 30526 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolin Area (f?) 2796 2796g Volume (ft') 25757 25757 Air changes/hour 0.41 0.21 Equiv.AVF (cfm) 176 90 Heating Equipment Summary Make Trane Trade TRANE Model 4TWA7060A4 AHRI ref 8939349 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 27 OF 9 HSPF 53000 Btuh @ 47-F 0 OF 0cfm 0 cfmBtuh 0 in H2O Job: Lot 231 Spruce A LHG 12 ... Date: 02/23/201 B By: LF/MC Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24891 Btuh Duds 13087 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 36990 Btuh Latent Cooling Equipment Load Sizing Structure 4177 Btuh Ducts 2877 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 7053 Btuh Equipment Total Load I(Sen+Lat) 44043 Btuh Req. total capacity at 0.75 SHR 4.1 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWA7060A4 Coil TEM6AOD6OH51++TDR AHRI ref 8939349 Efficiency 12.3 EER, 16 SEER Sensible cooling 40500 Btuh Latent cooling 13500 Btuh Total cooling 54000 Btuh Actual air flow 1800 cfm Airflowfador 0.047 dmBtuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w r 19Ntsoft- 2018-Jul-17 08.50.16 t .... Right -Suite® Universal 201818.0.20 RSU16793 Page 1 ACCK ...9 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJB Front Door faces: N wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/2018 By. LF/MC 7225 Sandscove Court. Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Vkb: wrwaOneStopCooling.com License CM032444 1 Room name Enbre House MBED 2 Exposed wall 314.0 R 40.0 R 3 Room height 9.2 R d 93 n heatbool 4 Room dimensions 13.5 x 16.5 It 5 Room area 2795.5 12 222.8 W Ty Construction U-value Or HTM Area (M Load Area (IN) Load number BWhdF--F) BWMrt or perimeter (tf) Btuh) or perimeter (to Btuh) Heat Cod Grass N/P/S Heat Cod Gross N/P/S Heat Cod 6 12B-0sw 0.097 ne 2.53 2.82 216 186 471 524 0 0 0 0T-j4AS-2om 0.500 ne 13.05 25.04 15 0 196 376 0 0 0 0 4B5.2fm 0.500 ne 13.05 25.04 15 0 196 376 0 0 0 0 13A-0ocs 0.143 ne 3.73 2.90 140 101 375 291 0 0 0 0 11 4AS-2om 0.550 ne 14.35 22.14 15 0 215 332 0 0 0 0 11DO 0.390 ne, 10.18 1227 24 24 244 294 0 0 0 0 w 1213-09w 0.097 se 253 2.82 374 374 946 1052 0 0 0 0 Vb13A11as 0.143 se 3.73 2.90 507 465 1734 1346 153 123 461 357 4A5-20m 0.550 se 14.35 21.97 30 4 431 659 30 2 431 659 4B5.21m 0.540 se 14.09 22.37 8 3 113 179 0 0 0 0 4B5.21irn 0.540 se 14.09 22.37 4 1 59 93 0 0 0 0 w 12B4)sv 0.097 sw 2.53 2.82 216 216 547 609 0 0 0 0 13A4ocs 0.143 sw 3.73 2.90 414 273 1018 790 126 96 357 277 4A5-2om 0.550 9N 14.35 21.97 45 6 646 989 30 2 431 659 4AS2omd 0.580 bw 15.14 15.90 96 192 1453 1527 0 0 0 0 1213-09w 0.097 rtw 2.53 2.82 374 347 877 976 0 0 0 0 4A5-2om 0.500 rnv 13.05 25.04 15 0 196 376 0 0 0 0 4BS21inn 0.500 nvv 13.05 25.04 12 0 157 301 0 0 0 0 13A flocs 0.143 nw 3.73 2.90 642 589 2197 1705 93 93 347 269 4A5.2om 0.550 nvv 14.35 22.14 45 0 646 996 0 0 0 0 4BS-2fm 0.540 nw 14.09 23.59 4 0 56 94 0 0 0 0 4135-2rm 0.540 rw 14.09 23.59 4 0 56 94 0 0 0 0 Fj p 12C-09w 0.091 2.38 1.51 409 388 921 584 0 0 0 0 11130 0.390 n 10.18 1227 21 21 217 262 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 2100 2100 1754 3692 223 223 186 392 F 19C-19cscp 0.049 0.44 0.31 108 108 48 34 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 1992 183 5636 0 223 40 1232 0 61 c)AED excursion 1 1443 1-89 Envelopelossrgain 21405 19993 3444 2524 12 a) Infiltration 5034 1818 650 235 b) Room ventilation 0 0 0 0 13 Internalgatns CCapants@ 230 6 1380 2 460 Applianoesbther 1700 0 Subtotal (lines 6 to 13) 26439 24891 4094 3219 Less ebernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26439 24891 4094 3219 15 Duct loads 15% 53% 4087 13087 15% 53% 633 1692 Total room load 30526 37978 4727 4912 Air required (dm) 0 1800 0 233 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r$A- wrlpl-stsof - Right Suite®Universa1201818.0.20RSU16793 2018-Jul-170P5e0e6 k ...9 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N rup Calc = MJ8 Front Door faces: N g wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/2018 By- LF/MC • 7225 Sandsoove Court, Vvtnter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 web: vw w0neStopCooling.com License: CJC032444 1 Room name BED4 MWC 2 Exposed wall 37.5 11 6.0 R 3 Room height 9.0 R heal/cool 9.3 R heat/cool 4 Room dimensions 12.0 x 14.5 It 4.0 x 6.0 ft 5 Roomarea 174.0 IP 24.0 IF Ty Construction U-value Or HTM Area (re) Load Area (fl') Load ntunber BtuhV--F) BUMP) or perimeter (Iq Bhrtt) or perimeter (Iq Btuh) Heat Cod Gross N/PS Heat Cool Gross N/PS Heat Cool 6 12B-Owv 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 G 4A5-2om 0.500 ne 13.05 25 04 0 0 0 0 0 0 0 0 G 4135-2rm 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 13A-4= 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 Il ppp 11DO 0.390 ne 10.18 12.27 0 0 0 0 0 0 0 0 w 12B-09N 0.097 se Z53 2.82 99 99 251 279 0 0 0 0 VVV,,,VVV 13A4ors 0.143 se 3.73 2.90 0 0 0 0 56 52 193 150 4A5-2om 0 550 se 14.35 21.97 0 0 0 0 0 0 0 0 4B5-211m 0.540 se 14.09 22.37 0 0 0 0 4 1 56 89 41351-211m 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 w 1213-09N 0.097 9N 2.53 2.82 108 108 273 304 0 0 0 0 13A-4ocs 0.143 bw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 9N 14.35 21.97 0 0 0 0 0 0 0 0 4A5.2omd 0.580 sw 15.14 15.90 0 0 0 0 0 0 0 0 1213-09N 0.097 nw 2.53 2.82 131 116 292 325 0 0 0 0 4A5-2om 0.500 nw 13.05 25.04 15 0 196 376 0 0 0 0 LLL------GGG 4B5.2fin 0.500 rnv 13.05 25.04 0 0 0 0 0 0 0 0 13A-0ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 r1w 14.35 22.14 0 0 0 0 0 0 0 0G 4B5.2lin 0.540 nw 14.09 23.59 0 0 0 0 0 0 0 0 4135-21in 12C-09w 0.540 0.091 rw 14.09 2.38 23.59 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 174 174 145 306 24 24 20 42 F 19C-19oscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 24 6 185 0 61 c)AED excursion 11131 1 33 Ernelopelossrgain 115E 1703 455 314 12 a) Infiltration 590 213 98 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Appliancesrother 0 0 Subbtal (lines6 b 13) 1 1747 2146 1552 349 Lessexternalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 240 322 0 0 14 Subtotal 1987 2468 552 349 15 Dud loads 15% 53% 307 1298 15% 53% 85 184 Total room load 2295 3766 637 533 Air required (din) 0 178 0 25 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr- 2018-Jul-1708:50:16 r- Right -Suite® Universal 201818.0.20 RSU16793 Page 2 9 - MI-o1231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJB Front Door faces N wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/2018 By. LF/MC 7225 Sandscove Court. VMnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name MBTH MWIC 2 E)posed wall 15.0 R 0 ft 3 Room height 93 fl heaVcool 93 R heaV000l 4 Roomdimensions 1.0 x 140.5 R 6.0 x 14.0 fl 5 Room area 140.5 f 2 84 0 R' Ty ConsbWon U-value Or HTM Area (fF) Load Area (fF) Load number Bluh/W-'F) Btuh/It') or perimeter (Iq Btuh) or perimeter (fl) Btuh) Heat Cod Gross NrP/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 4AS2om 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 41355-2(m 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 13A-0ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 4AS2om 0.550 no 14.35 22.14 0 0 0 0 0 0 0 0 LLL ___ppp 11 DO 0.390 ne 10.18 1227 0 0 0 0 0 0 0 0 w 1213-09N 0.097 se Z53 2.82 0 0 0 0 0 0 0 0 I--G 13AAM 0.143 se 3.73 2.90 140 135 505 392 0 0 0 0 4AS2om 0.550 se 1435 21.97 0 0 0 0 0 0 0 0 4135-211m 0.540 as 14.09 22.37 0 0 0 0 0 0 0 0 4135-211m 0.540 se 1409 22.37 4 1 59 93 0 0 0 0 w 1213-09N 0.097 sN 2.53 2.82 0 0 0 0 0 0 0 0 0.143 sH 3.73 2.90 0 0 0 0 0 0 0 0 tj13A- 4ors 4AS2om 0 550 sv 14.35 21.97 0 0 0 0 0 0 0 0 4A5-2omd 0.500 sw 15.14 15.90 0 0 0 0 0 0 0 0 1213-09N 0.097 nw 2.53 2.82 0 0 0 0 0 0 0 0 4AS2om 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 465-2fm 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 Vh13A-0o 0. nw 3. 2. 0 0 0 0 0 0 0 0 4AS2om 0.550550 nw 14.3535 22.1414 0 0 0 0 0 0 0 0 485-211m 0.540 r1w 14.09 23.59 0 0 0 0 0 0 0 0 4135-2rm 0.540 nw 14.09 23.59 0 0 0 0 0 0 0 0 Fj 12C-09N 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11D0 0.390 n 10.18 1227 0 0 0 0 0 0 0 00 C 1613-30ad 0032 0.84 1.76 141 141 117 247 84 84 70 148 F 19C-19rscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 141 15 462 0 84 0 0 0 61 c)AEDexcursion 121 14 Eneelopelosstgain 1143 753 70 144 12 a) Infiltraton 244 88 0 0 b) Room ventilation 0 0 0 0 13 Intemalgains Ooapantst@ 230 0 0 0 0 Applianoeslolher 0 0 Subtotal (lines 6 to 13) 11387 841 70 144 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1387 841 70 144 15 Ductloads 15% 53% 214 442 15% 53% 11 76 Total room load 1601 1283 81 219 Air required (dm) 0 61 0 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsrn- Po htSulte®Universa1201818.0.20RSU16793 2018-Jul-1708:50:16 ACC' 9 Page 3 9 - N1Lot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Cale = MJB Front Door (aces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce ALHG 12 SDG ... Dane: 02/23/2018 By,. LF/MC' 7225 Sandscove Court. lMnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m License: CAC032444 1 Room name GTH BED2 2 Exposed wall 165 It 37.0 R 3 Room height 93 R heaVcod 9.3 It heat/cool 4 Room dimensions 1.0 x 371.5 R 14.5 x 12.5 ft 5 Room area 3715 Il' 181.3 1F Ty Construction number U-value BtuhM2--'F) Or HTM Btuh/n Area (fF) or perimeter (fl) Load Btuh) Area (W) or perimeter (ft) Load Bb1h) Heat Cod Gross N/P/S Heat Cool Gnus N/P/S Heat Cool 6 1213•Osw 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 4B5-2fm 0.500 ne 13.05 25 04 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 11D0 0.390 ne 10.18 1227 0 0 0 0 0 0 0 0 W 1213-09w 13A4ocs 0.097 0.143 se se 2.53 3.73 2.82 2.90 0 0 0 0 0 0 0 0 0 93 0 93 0 347 0 269 4A5-2om 0.550 se 14.35 21.97 0 0 0 0 0 0 0 0 4B5-2fm 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 4B5-2fm 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 W 128-0sw 0.097 sw 253 2.82 0 0 0 0 0 0 0 0 13A4ocs 0.143 sw 3.73 2.90 153 57 214 166 135 120 447 347 4A5-2om 0.550 sw 14.35 21.97 0 0 0 0 15 1 215 330 4A5-2omd 0.580 sw 15.14 15.90 96 96 1453 1527 0 0 0 0 tj 12B-09w 0.097 nw 2.53 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 4B5.2fm 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 13A4ocs 0.143 rtw, 3.73 2.90 0 0 0 0 116 116 434 337 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0G 4B5-2fm 0.540 rrw 14.09 23.59 0 0 0 0 0 0 0 0 4B5.21m 0.540 r1w 14.09 23.59 0 0 0 0 0 0 0 0 PII 12C-09N 0.091 2.38 1.51 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 326 326 272 573 181 181 151 319 F 19C-19cscP 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0 00 372 17 508 0 181 37 1140 0 6 c)AEDexcursion 11881 65 Envelope lossigain 2448 3454 2735 1667 12 a) Infiltration 268 97 601 217 b) Room ventilation 0 0 0 0 13 Internal gains' Occupants @ 230 0 0 1 230 Appliancesrother 0 0 Subtotal(lines 6lo13) 2716 3550 3336 2114 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 3 0 0 14 Subtotal 2724 3554 3336 2114 15 DuctloadS 1 15% 53% 421 1868 15% 53% 516 1111 Total room load 3146 5422 3951 3225 Air required (dm) 0 257 0 153 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoft' 2018-Jul-17085016 r- Right -Suite® Universal 2018 18.0.20 RSU16793 Page 9 - N1Lot 231 Spruce ALHG 12 SDG ILO 9 - N rup Calc = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/2018 By: LF/MC 7225 Sandsmve Court. Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolmg.mm License: CAC032444 1 Room name BTH2 BEDS 2 Exposed wall 5.5 It 12.0 ft 3 Room height 9.3 It heat/cool 9.3 It heatbool 4 Room dimensions 11.0 x 5.5 ft 14.5 x 12.0 ft 5 Room area 60 5 ft' 174.0 fF Ty Conslnxtion number U-value BtuhRP-'F) Or HTM Btuh/fF) Area (n or perimeter (It) Load Btuh) Area (It') or perimeter (fl) Load Btuh) Heat I Cod Gross N/P/S Heat Cool Gross N/PS Heat Cod 6 V)J 1213-09N 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om 413S21m 0.500 0.500 ne ne 13.05 13.05 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-GG 11 13A-4o s 4AS2om 0.143 0 550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pppp W 11 D0 12B-0sw 13AAocs 0 390 0.097 0.143 ne se se 10.18 2.53 3.73 12.27 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4BS2fm 0.550 0.540 se se 1435 14.09 21.97 22.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 485-2fm 12B-0s;w 13A-00cs 0.540 0.097 0.143 se sw 9w 14.09 2.53 3.73 22.37 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS2om 4AS2omd 0.550 0.580 sw sw 14.35 15.14 2197 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09 v 4AS2om 4B5-21m 0.097 0.500 0.500 rnv r1w nw 2.53 13.05 13.05 2.82 25.04 25.D4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5-2om 4135-2fm 0.143 0.550 0.540 nw nw, rrw 373 14.35 14.09 2.90 22.14 23.59 51 0 4 47 0 0 176 0 56 137 0 94 112 15 0 97 0 0 361 215 0 280 332 0 48S211nn 12C-09w 11DO 1613-30ad 0.540 0.091 0.390 0.032 nw n 14.09 2.38 10.18 084 23.59 1.51 1227 1.76 0 0 0 28 0 0 0 28 0 0 0 23 0 0 0 48 0 0 0 20 0 0 0 20 0 0 0 17 0 0 0 35 PII -- L-D C F 19C-19cscp 0.D49 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tom 1.180 3080 0.00 61 6 169 0 174 12 370 0 6 c)AED excursion 1 31 1 1 92 Envelope IossIgain 425 310 962 739 12 a) Infiltration 89 32 195 70 b) Room wntlation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Applianoesbther 0 0 Subtotal (lines 6 to 13) 1514 3,43 1157 1039 Less external load 0 0 0 0 Lesst-ansfer 0 0 0 0 Redistribution 0 0 244 95 14 Subtotal 514 343 1401 1134 15 Duct loads 1 15% 53% 79 180 15% 53% 217 596 Total room load 1 594 523 1617 1730 Air required (dm) 0 25 0 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. pW wri hFsol't Right -Suite® Universal 201818.0.20RSU16793 2018Ju1-Jul Page 5 ACCO" ...9 - Mot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJ8 Front Door faces N wrightsoft• Right-lO Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce ALHG 12 SDG ... Date: 02/23/2018 W. LF/MC 7225 Sandsceve Court, Writer Park, FL 32792 Phone (407) 629- 6920 Fax: (407) 629- 9307 Web vwmcOneStopCooling.com License: CAC032444 1 Room name STR1 ICT 2 Exposed wall 7.5 ft 0 ft 3 Room height 9.3 It heaVcool 9.3 ft heatbool 4 Room dimensions 14.5 x 7.5 It 1.0 x 269.5 ft 5 Room area 108.8 R= 269.5 ft Ty Consfixton U-value Or HTM Area (W) Load Area (ft') Load number Btrh4F--'F) BtuhlR') or perimeter (IQ BWh) or perimeter (Il) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V,J 1213-09N 0.097 ne 253 2.82 0 0 0 0 0 0 0 0 4A5 tom 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 L_GG 4B5-2fm 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 13A4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-tom 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 11 DO 0.390 ne 10.18 12.27 0 0 0 0 0 0 0 0 w 12B-09N 0.097 se 2.53 2.82 0 0 0 0 0 0 0 0 13A4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 14.35 21.97 0 0 0 0 0 0 0 0 4B5.2fm 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 4B5 2fin 0.540 se 1409 22.37 0 0 0 0 0 0 0 0 w 1213-09N 0.097 sw 2.53 2.82 0 0 0 0 0 0 0 0 13A4ots 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 sN 1435 21.97 0 0 0 0 0 0 0 0 4A5-2omd 0.580 sw 15.14 15.90 0 0 0 0 0 0 0 0 tj 12B-09N 0.097 nw 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.500 nw 1305 25.04 0 0 0 0 0 0 0 0 4B5-2fm 0.500 rnv 1305 25.04 0 0 0 0 0 0 0 0 13A-0om 0. 550 3. 35 2. 14 70 70 260 202 0 0 0 0 4A5.2om 0.550 nw nw 14.35 22.14 0 0 0 0 0 0 0 0 4B5-2fm 0.540 rnv 14.09 23.59 0 0 0 0 0 0 0 0 4B5-2fm 0.540 riw 14.09 23.59 0 0 0 0 0 0 0 0 Fj I 12C-09N 0.091 2.38 1.51 0 0 0 0 172 172 409 259 11130 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0 84 1.76 0 0 0 0 137 137 114 240 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 109 8 231 0 270 0 0 0 61 c)AEDexcursion 1-7 1 1-46 Envelope losstgain 491 195 523 453 12 a) Infiltration 122 44 0 0 b) Room ventlaton 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 613 239 523 1653 Less external load 0 0 0 0 Lesslransfer 0 0 0 0 Redistribufion 613 239 118 46 14 Subtotal 0 0 640 1699 15 Dud loads 1 15% 53% 0 0 15% 53% 99 893 Total room load 0 0 739 2593 Air required (dm) 0 0 0 123 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. r$A- wrllw"esoft- 2018-Jul-1708.50:16 A ^• • -- Right -Suite® Universal 2016 18.0.20 RSU16793 Page 6 0 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJB Front Door faces: N wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/201 B By. LF/MC 7225 Sendscove Court, Writer Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wAwOneStopCooling.com License: CAG032444 1 Room name LDRY DIN 2 Exposedwall 7.0 fl 25.0 f1 3 Room height 93 R heat/000l 9.3 It heaUobol 4 Rcomdimensions 11.0 x 7.0 ft 1.0 x 247.8 R 5 Room area 77.0 f!' 247.8 12 Ty Construction number U-value BWhire-T) Or HTM Bhhl?) Area (W) or perimeter (Iq Load Btuh) Area (M or perimeter (fa Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V[J 1213-0sN 4A5 2om 4B5.2fm 0.097 0.500 0.500 ne ne ne 2.53 1305 13.05 2.82 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I--G 11 GT-p 13A-40s 4AS-2om 0.143 0.550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 102 15 63 0 236 215 183 332 11DO 0.390 ne 10.18 12.27 0 0 0 0 24 24 244 294 w 1213-09N 13A40s 0.097 0.143 se se Z53 3.73 282 2.90 0 65 0 61 0 228 0 177 0 0 0 0 0 0 0 0 4A5-2om 485.2fm 0.550 0.540 se se 14.35 14.09 21.97 22.37 0 4 0 1 0 56 0 89 0 0 0 0 0 0 0 0 w 4B5-2fm 12B-Osw 13A-00rs 0.540 0.097 0.143 se sN sa 14.09 2.53 3.73 2237 282 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5.2omd 0 550 0.580 SN sN 14.35 15.14 21.97 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti12B4) sN 4A5-2om 4135-2fm 0.097 0.500 0.500 nw rrvv r1w 2.53 13.05 13.05 2.82 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VJJ IL GG 13A-4om4AS2om 4135-2fm 0. 5500.550 0.540 nw rnv rnv 373 1435 14.09 2. 1422.14 23.59 0 0 0 0 0 0 0 0 0 0 0 0 130 30 0 100 0 0 374 431 0 290 664664 0 4135.2fm 12C-09N 11DO 16B-30ad 0.540 0.091 0.390 0.032 nw n 14.09 2.38 10.18 0.84 23.59 1.51 12.27 1.76 0 102 21 77 0 81 21 77 0 192 217 64 0 122 262 135 0 135 0 26 0 135 0 26 0 320 0 22 0 203 0 46 P C F 19C-19cscp 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tom 1.180 30.80 0.00 77 7 216 0 248 25 770 0 61 c)AEDexansion 5 1 1 55 Envelope losslgain 974 791 2613 2069 12 a) Infiltration 114 41 406 147 b) Room ventilation 0 0 0 0 13 IMemalgains Oaupants® 230 0 0 0 0 Applianceslother 500 0 Subtotal (lines6 to 13) 1088 1332 3019 2215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 244 95 14 Subtotal 1088 1332 3263 2311 15 Dud loads 150/6 53% 168 700 15% 53% 504 1215 Total room load 1256 2032 3767 3525 Air required (dm) 1 0 96 0 167 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r}- wrlghtsofC- 2018Ju1170 Right- SuiteOUniversa1201818.0.20RSU16793 Page7 9 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJ8 Front Door faces. N g wrightsoft• Right-J® Worksheet Job: Entire House Data: One Stop Cooling and Heating 7225 Sandscove Coun, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 Lot 231 Spruce A LHG 12 SDG ... 02/23/2018 LF/MC - 1 Room name PDR BTH3 2 Exposed wall 11.5 R 20.5 a 3 Room height 9.3 R heaVbod 90 fi heat/cool 4 Roomdimensions 4.0 x 7.5 R 1.0 x 80.8 R 5 Room area 30.0 f' 80.8 Il' Ty Construction U-value Cr HTM Area (tl') Load Area (P) Load number Btuh4F-'F) BWtvR') or perimeter (Iq Btuh) or perimeter (tq Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Os6v 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 tj 4A5-2om 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 4B5.2fm 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 13A-0ocs 0.143 ne 3.73 2.90 37 37 139 108 0 0 0 0 11 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 11DO 0.390 ne 10.18 12.27 0 0 0 0 0 0 0 0 w 1213-09N 0.097 se 2.53 2.82 0 0 0 0 108 108 273 304 13A-4ors 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A54om 0.550 se 14.35 21.97 0 0 0 0 0 0 0 0 4B5.2fim 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 4B5-2fin 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 w 1213-09w 0.097 sw 2.53 2.82 0 0 0 0 77 77 194 216 13A-4ors 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 s+v 14.35 21.97 0 0 0 0 0 0 0 0 4A5.2omd 0.580 9w 15.14 15.90 0 0 0 0 0 0 0 0 VjJ 12B-09N 0.097 nw 2.53 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 4B5-2fim 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 13A-4ors 0.143 nvv 3.73 2.90 70 66 245 190 0 0 0 0 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4B5.2fm 0.540 nw 14.09 23.59 0 0 0 0 0 0 0 0 485-2fin 0.540 nw 14.09 23.59 4 0 56 94 0 0 0 0 P1 12C-0suv 0.091 2.38 1.51 0 0 0 0 0 0 0 0 r--D 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 30 30 25 53 81 81 67 142 F 19C-19cscP 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 30 12 354 0 0 0 0 0 61 c)AED exoursion 122 1 1. -21 EnvelopelossJgain 820 468 535 641 12 a) Infiltration 187 67 322 116 b) Room ventlation 0 0 0 0 13 Internal gains. Oorupants@ 230 0 0 0 0 Appliancesbdher 0 0 Subtotal (lines 6 to 13) 1007 535 857 757 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 176 196 14 Subtotal 1007 535 1033 953 15 Dud loads 115% 53% 156 281 15% 53% 160 501 Total room load 1162 817 1193 1454 Air required (dm) 0 39 0 69 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlatitsoft- 2018-Jul-1708:50:16 A - ^••••- RighFSuite®Universal 201818.0.20 RSU16793 Page 8 AC 9 - N1Lot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJB Front Door faces: N wrightsoft• Right-l® Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce A LHG 12 SDG ... Date: 02/23/2018 By: LF/MC 7225 Sandscove Court. Writer Perk. FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCooling.cvm License. CAC032444 1 Room name AC BEDS 2 Exposedwall 3.5 ft 32.0 ft 3 Room height 9.0 R heat/mol 9.0 R heaYbool 4 Room dimensions 8.5 x 3.5 R 12.0 x 15.0 ft 5 Room area 29.8 ft' 180.0 ft Ty Constriction U-value Or HTM Area (fl Load Area (fF) Load number Btuh4F-•F) B or perimeter (fl) BWh) or perimeter (fl) Bb h) Heat Cod Gross N/P/S Heat Cool Gross N/PS Heat Cool 6 0.097 ne 253 2.82 0 0 0 0 108 93 235 262 t 12B-09N 4AS2om 4BS2fm 0.500 0.500 ne ne 13.05 13.05 25.04 25.04 0 0 0 0 0 0 0 0 15 0 0 0 196 0 376 0 11 v G 13A-0ocs 4A5-2om 0.143 0.550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p w 11 DO 1213-09w 13A-4ors 0.390 0.097 0.143 ne se se 10.18 253 3.73 12.27 2.82 2.90 0 32 0 0 32 0 0 BO 0 0 89 0 0 135 0 0 135 0 0 342 0 0 380 0 4A5-2om 4B5.2fm 0.550 0.540 se se 14.35 14.09 21.97 22.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 485.21m 128-09N 13A-4ocs 0.540 0.097 0.143 se sw sw 14.09 2.53 3.73 22.37 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0S2om 4AS2omd 0.550 0.580 sw ew 14.35 15.14 21.97 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B4)s v 4AS2om 0.097 0.500 r1w rtw 2.53 13.05 2.82 25.04 0 0 0 0 0 0 0 0 45 0 45 0 114 0 127 0 4135.2fm 0.500 nw 13.05 25.04 0 0 0 0 0 0 0 0 Vh13A-4ocs 4A5-2om 4B5-2fm 0143 0 550 0.540 nw r1w rnv 3.73 14.35 14.09 2.90 22.14 23.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4BS2fm 12C-09w 0.540 0.091 r1w 1409 2.38 23.59 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Fj p 11D0 16B-30ad 0.390 0.032 n 10.18 084 1227 1.76 0 30 0 30 0 25 0 52 0 180 0 180 0 150 0 317C F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 108 108 48 34 F 22A-tpm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 4 1 18 Envelope loss/gain 105 137 1085 1477 12 a) Infiltration 55 20 503 182 b) Roomventlatlon 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 1 230 Appliancesrother 0 0 Subtotal (lines 6 to 13) 1160 157 15BB 1888 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribubon 160 157 120 123 14 Subtotal 0 0 1709 2012 15 Dudloads 15% 53% 0 0 15% 53%1 2641 1058 Total room load 0 0 1973 3070 Air required (dm) 1 0 0 0 145 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrl htsott 2018-Jul-1708:50:16 RightSwtetftUniversal 201B180.20RSU16793 Page 9 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N rup Calc = NUB Front Door faces N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 231 Spruce ALHG 12 SDG ... Date: 02/23/2018 By. LF/MC . 7225 SandsoDve Court. Wnter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.cem License CAC032444 1 Room name BONUS STR2 2 Exposed wall 26.5 It 7.5 ft 3 Room height 9.0 R heat/cool 9.0 n heat/cool 4 Room dimemons 12.0 x 14.5 ft 12.0 x 7.5 R 5 Room area 174.0 fl' 90.0 R' Ty Construction U-value Or HTM Area (ft Load Area Load number Btuh4F-'F) Btuht/ or perimeter (tp Btuh) or perimeter (fq Btuh) Heat Cod Gross N/PS Heat Cool Gnus N/P/S Heat Cool 6 ILS12B4)sw 0.097 ne 2.53 2.B2 108 93 235 262 0 0 0 0 4AS2om 0.500 ne 13.05 25.04 0 0 0 0 0 0 0 0 4B5-211m 0.500 ne 13.05 25.04 15 0 196 376 0 0 0 0 13A4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0 11 DO 0 390 ne 10.18 1227 0 0 0 0 0 0 0 0 w 12B4)sw 0097 se Z53 2.82 0 0 0 0 0 0 0 0 13A4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 14.35 21.97 0 0 0 0 0 0 0 0 4BS2fm 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 4BS2fm 0.540 se 14.09 22.37 0 0 0 0 0 0 0 0 w 12B-09w 0.097 9N 2.53 2.82 0 0 0 0 0 0 0 0 0.143 svv 3.73 2.90 0 0 0 0 0 0 0 0 4AS2om 0.550 sw 14.35 21.97 0 0 0 0 0 0 0 0IIL213A- 4ocs 4A5-2omd 0.580 9N 15.14 15.90 0 0 0 0 0 0 0 0 12B-09vv 0.097 nw 2.53 2.82 131 125 M5 351 68 62 156 173 4A5-2om 0.500 nw 1305 25.04 0 0 0 0 0 0 0 0 4B5-2fm 0.500 nw 13.05 25.04 6 0 78 150 6 0 78 150 13A-4ocs 0143 nw 3.73 290 0 0 0 0 0 0 0 0 4A5-2om 0 550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4B5-21m 0.540 nw 14.09 2359 0 0 0 0 0 0 0 0 4BS2fm 0540 nw 14.09 23.59 0 0 0 0 0 0 0 0 j 12C-Ow 0.091 2.38 1.51 0 0 0 0 0 0 0 0 u 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0D C 16B-30ad 0.032 0.84 1.76 174 174 145 306 90 90 75 158 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 ODD 0 0 0 0 0 0 0 0 61 c)AEDexauson 43 56 Envelopeloss/gain 970 1402 309 538 12 a) Infiltrabon 417 150 118 43 b) Room venblation 0 0 0 0 13 Intemal gainsr Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 b 13) 13B7 1552 427 581 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 248 331 427 581 14 Subtotal 1635 1883 0 0 15 Duct loads 115% 530/6 253 990 15% 53% 0 0 Total room load 1887 2874 0 0 Air required (dm) 0 136 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlphtsoft- 2018-Jul-17 08:50 16 Right-SwteOUniversal 201816.0.20RSU16793 Page10 9 - Mot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Celc = MJB Front Door faces: N wrightsoft• Right-l® Worksheet Job: Entire House Date: Iay: One Stop Cooling and Heating 7225 SandsoDve Court, Vvinter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 V%kb: wwwOneStopCooting corn License: CAC032444 Lot 231 Spruce A LHG 12 SDG ... 02/23/2018 LF/MC 1 Room name H 1 2 Exposedwall 3.5 ft 3 Room height 9.0 ft heatbool 4 Room dimensons 1.0 x 75.5 ft 5 Room area 75.5 R' Ty Congruchon number U-value Btuhffe--F) Or HTM Btuh n Area (IF) or perimeter (1q Load BWh) Area or perimeter Load Heat FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ 12B-0sw 0.097 ne 2.53 282 0 0 0 0 4A5I,-2om 0.500 ne 13.05 25.04 0 0 0 0 L-GG 4135-211m 0.500 ne 13.05 25.04 0 0 0 0 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 11 4AS2om 0.550 ne 14.35 22.14 0 0 0 0211DO0.390 ne 10.18 12.27 0 0 0 0 w 12B-0sw 0 097 se Z53 2.82 0 0 0 0 13A-4ocs 0. se 2.9 0 0 0 0 4AS2om 0.550550 se 144.3535 21.97 0 0 0 0 4B5-2fm 0.540 se 14.09 22.37 0 0 0 0 4135-2fm 0540 se 14.09 22.37 D 0 0 0 w 12B-09w 0.097 sw 2.53 2.82 32 32 80 89 13A4= 0.143 sw 373 2.90 0 0 0 0 4AS2om 0.550 sw 14.35 21.97 0 0 0 0 4A5-2omd 0.580 sw 15.14 15.90 0 0 0 0 0.097 rtw 2.53 2.82 0 0 0 0 tj128409N4AS2om 0.500 rrw 13.05 25.04 0 0 0 0 413S2fm 0.500 rtw 13.05 25.04 0 0 0 0 13AAocs 0.143 nw 3.73 2.90 0 0 0 0 G 4A5-20m 0.550 rnv 14.35 22.14 0 0 0 0 4135-21m 0.540 rnv 14.09 23.59 0 0 0 0 4135-211M 0.540 nw 14.09 2359 0 0 0 0 Fj 12C-09N 0.091 2.38 1.51 0 0 0 0 L-O 11D0 0.390 n 10.18 1227 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 76 76 63 133 F 19C-190scp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1.180 3080 0.00 0 0 0 0 6 c)AEDe)=rson 6 Envelope IossbWn 143 215 12 a) Infiltrabon . 55 20 b) Room eentlatton 0 0 13 Internal gains Ocoupants@ 230 0 0 Appliancesbther 0 Subtotal (lines 6 Io 13) 196 235 Less external load 0 0 Less transfer 0 0 Redistrib uton 198 235 14 Subtotal 0 0 15 Dun loads 15% 53% 0 0 Total room load 0 0 Air required (dm) 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rw wrigMtsofC- 2018-Jul-1708.50.16 Right•Suite® Universal 2018 18.0.20 RSU16793 Page11 9 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Celc = NU8 Front Door faces: N wrightsofte Duct System Summary Entire House One Stop Cooling and Heating 7225 Sandscove Court, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 For: Park Square Homes 2631 Flycatcher Way, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0.16 in H2O 0.2 in H2O 0.080/-0.080 in H2O 0.07 in/100ft 0 cfm 216 ft Job: Lot 231 Spruce A LHG 12 ... Date: 02/23/2018 By: LF/ML' Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.158 in/100ft 1800 dm Name Design Btuh) Htg cfm) Clg 0m) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 3225 0 153 0.165 7.0 Ox 0 VIFx 56.3 150.0 st4 BED3 c 1730 0 82 0.163 6.0 Ox 0 VIFx 58.1 150.0 st4 BED4 c 3766 0 178 0.288 7.0 Ox 0 VIFx 22.9 95.0 st2 BEDS c 3070 0 145 0.267 7.0 Ox 0 VIFx 22.1 105.0 st2 BONUS c 2874 0 136 0.309 7.0 Ox 0 VIFx 15.1 95.0 st2 BTH2 c 523 0 25 0.172 4.0 Ox 0 VIFx 52.2 145.0 st4 BTH3 c 1454 0 69 0.270 5.0 Ox 0 VIFx 25.9 100.0 st2 IN c 3525 0 167 0.229 7.0 Ox 0 VIFx 33.5 115.0 SO GTH c 2711 0 128 0.171 6.0 Ox 0 VIFx 53.7 145.0 st4 GTI-I.A c 2711 0 128 0.172 6.0 Ox 0 VIFx 47.8 150.0 st4 KIT c 2593 0 123 0.222 6.0 Ox 0 VIFx 28.5 125.0 st1 LDRY c 2032 0 96 0.240 5.0 Ox 0 VIFx 31.5 110.0 SO MBED c 2456 0 116 0.161 6.0 Ox 0 VIFx 55.6 155.0 st3 MBED-A c 2456 0 116 0.161 6.0 Ox 0 VIFx 60.8 150.0 st3 MBTH c 1283 0 61 0.170 4.0 Ox 0 VIFx 54.6 145.0 SO Mwc c 533 0 25 0.158 4.0 Ox 0 VIFx 60.5 155.0 st3 Mwlc c 219 0 10 0.164 4.0 Ox 0 VIFx 57.7 150.0 st3 PDR c 817 0 39 0.198 4.0 Ox 0 VIFx 47.0 125.0 SO Wrightsoft- 2018-Jul-1708:50:18 I., , a , , RighFSuita®Universal 201818.0.20 RSU16793 page 1 ACCA ...9 - NtLot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJB Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Dud Name Type cim) dim) FR fpm) in) in) Material Trunk st3 PeakAVF 0 329 0.158 604 10.0 0 x 0 VinlFlx st1 st4 PeakAVF 0 517 0.163 658 12.0 0 x 0 VinlFlx st1 st1 PeakAVF 0 1271 0.158 719 18.0 0 x 0 VinlFlx st2 PeakAVF 0 529 0.267 674 12.0 0 x 0 VinIFIX Name Grille Size (in) Htg dm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 0 1800 0 0 0 0 Ox 0 VIFx wrightsoft- t Right-Suite®Unhersal 201818.0.20 RSU16793 iiCiC% ...0 - MLot 231 Spruce ALHG 12 SDG ILO 9 - N rup Celc = MJ8 Front Door races N 2018-Jul-17 08 50.18 Page 2 Static Pressure and Friction Rate Job: Lot 231 Spruce ALHG 12... wrightsoft° Date: 02/23/2018 Entire House W. LF/Mc. One Stop Cooling and Heating 7225 Sandscove Court, Vvinter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 For: Park Square Homes 2631 Flycatcher Way, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.2 0.34 Total• Supply Return Measured length of run -out 11 0 Measured length of trunk 50 0 Equivalent length of fittings 155 0 Total length 216 0 Total effective length 216 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.074 < 0.06 0.158 OK Return Duds 0.074 < 0.06 0.158 OK Supply 4X=35, 11 A=20, 11 G=5,11 G=5,11 M=20, 11 G=5, 11 G=5, 11 G=5, 11 G=5, 11 G=5, 1 A=35, 11 G=5, US R1=5: TotalEL=155 Return TotalEL=0 1 * wrightsoft- 2018-Jul-1708.50:18 I. , ,_ y Right-SuiteeUnhersal 201818.0.20 RSU16793 Page l ACCA ...9 - Mot 231 Spruce ALHG 12 SDG ILO 9 - N.rup Calc = MJ8 Front Door faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 231 Spruce A LHG 12 SDG ILO 9 - N Builder Name: Street: 2631 Flycatcher Way Permit Office: City of Sanford City, Slate, Zip: Sanford , FL , Permit Number: Y U Owner: Park Square Homes Jurisdiction: 691500 W x Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spat s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind D'D*na and wwr'na. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceelinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 7/17/2018 8:53 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VNV = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box M Lot 231 Spruce A LHG 12 SDG ILO ... Performed by LFIMC for. Park Square Homes 2631 Flycatcher Way Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 www.OneStopCooling.com Scale: 1 : 75 Page 1 RightSu t& Unnersal 2018 18.020RSU16793 2018,1ul-17083418 pruceA LHG 12 SDG ILO 9 - N.rup Level 2 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to WaH DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = SmaO Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Zone Damper 1 - 18' Zone Damper 2 - 12' Bypass Dairyer- 12' Sup Riser 181, M Lot 231 Spruce A LHG 12 SDG ILO ... Performed by LF/MC for. Park Square Fbmes 2631 Flycatcher Way Sanford, FL 69chn 10X6 100010 BED4 10X8 178 chm BTFG 5,. 14 x 14 7 EF1 VTR H1 STF 2 12" 30X 1 BRA 1800 cfm 12" / l LRB2 BONUS 10x10 145 cfm 136 cfm I0XB BE10XB DS One Stop Cooling and Heating 7225 Sandsco\e Court Winter Park, FL 32792 Phone: ( 407) 629 - 6920 Fax (407) 629 - 9307 wwwOneStopCocling corn Scale: 1 : 75 Page 2 RrghlSrnte& Universal 2018 1802ORSU16793 2018Jul- 17 0B 34:18 pruceA UiG 12 SDG LO9 - N cup RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 231 Spruce A LHG 12 SDG ILO 9 - N Builder Name: Street: 2631 Flycatcher Way Permit Office: Cjfy of Sanford Q 9City, State, Zip: Sanford , FL , Permit Number: # VOwner: nSAParkSquareHomesJurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (3297.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1708.00 ft2 b. Frame - Wood, Exterior R=11.0 1179.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 410.67 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (2135.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2135.00 ft2 6. Conditioned floor area above grade (ft2) 2774 b. N/A R= ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(308.2 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 554.8 a. U-Factor: Dbl, U=0.55 180.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 54.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 32.17 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 53.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.804 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2774.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 2027.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 639.00 ft2 None c. other (see. details) R= 108.00 ft2 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 79.93 n / C S Total Baseline Loads: 82.57 PASS I hereby certify that the plans and specifications covered by Review of the plans and F kiE STgT this calculation are in compliance with the Florida Energ specifications covered by this ti0. _; Code. Michael t Digitallysigne by Michael Conway calculation indicates compliancep Conwaynwa Date: 2018.02.23 13:24:59 with the Florida Energy Code. gY Before is f- +n+„'•: •: =r' ;:.,`= , O w " PREPARED BY: os•ool construction completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building s design is in compliance Florida Statutes. CDDwiththeFloridaEnergy WE OWNER/AGENT: AABUILDING OFFICIAL: DATE: a,-7• / DATE: g' f 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 on requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FOPKA R40S-9017 PROJECT Title: Lot 231 Spruce A LHG 12 SD Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 2774 Lot # 231 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 315 Street: 2631 Flycatcher Way Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2774 25574.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 2027 18851.1 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 747 6723 No 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- __-- 108 ft2 11 0.29 0 0.71 2Slab-On-Grade Edge Insulatio 1st Floor 183 ft 0 2027 ft? 0.29 0 0.71 3 Floor Over Other Space 2nd Floor __-- ____ 639 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 2388 112 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 2135 ft2 N N 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FnPhA RAnr,-Pn17 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 2135 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NE=>N Exterior Frame - Wood 2nd Floor 11 24 0 9 0 216.0 ft2 0 0.25 0.8 0 2 NE=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 15 0 9 4 140.0 ft2 0 0 0.8 0 3 SE=>E Exterior Frame - Wood 2nd Floor 11 41 6 9 0 373.5 ft2 0 0.25 0.8 0 4 SE=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.8 0 5 SW=>S Exterior Frame - Wood 2nd Floor 11 24 0 9 0 216.0 ft2 0 0.25 0.8 0 6 SW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 NW=>W Exterior Frame - Wood 2nd Floor 11 41 6 9 0 373.5 ft2 0 0.25 0.8 0 8 NW=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 69 0 9 4 644.0 ft2 0 0 0.8 0 9 W Garage Frame - Wood 1st Floor 11 44 0 9 4 410.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE=>N Insulated 1st Floor None 4 3 8 24 ft2 2 -=>W Wood 1st Floor None 46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation (=>)chan ed to As Built rotated 315 degrees).__ Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 ne=>N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 NE=>N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 ne=>N 2 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 se=>E 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft,4 in Drapes/blinds None 5 se=>E 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 se=>E 4 Metal Low-E Double Yes 0.54 0.25 N 4.2 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 SW=>S 6 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 8 SW=>S 6 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 10 ft 0 in 1 ft 4 in None None 9 NW=>W 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 10 NW=>W 7 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 12 NW=>W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 13 NW=>W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 3 ft 0 in Drapes/blinds None 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R4n5-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 610 ft2 610 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00041 2983.6 163.8 308.05 .3685 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 53 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 54 kBtu/hr 1620 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R-Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 554.8 ft Attic 138.7 ft Prop. Leak Free 2nd Floor --- cfm 83.2 cfm 0.03 0.50 1 1 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 POPKA PAOq,_7017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Coolin jj jj Jan Heating jX Jan jj jj Feb jXj Feb jj jj Mar X] Mar jjj Apr Apr jj j jj May j May Xj Jun4 ] Jun jXj Jul j Jul jXj Auge j j AuSep Oct Oct Nov Nov Dec Dec Ventin [ ] Jan j Feb X] Mar Apr Ma Jun Jull Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2631 Flycatcher Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401. 3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402. 4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402. 4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402. 4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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 leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Vs/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/ 23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from.attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from; on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixturess shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 2631 Flycatcher Way, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1708.00 ftzb. Frame - Wood, Exterior R=11.0 1179.00 ft 1 c. Frame - Wood, Adjacent R=11.0 410.67 ft2 5 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2135.00 ft2 2774 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 180.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 554.8 96.00 ft2 12. Cooling systems kBtu/hr Efficiency 32.17 ft2 a. Central Unit 54.0 SEER:16.00 ft2 3.804 ft. 0.232 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2027.00 ft2 b. Floor Over Other Space R=0.0 639.00 ft2 c. other (see details) R= 108.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. 05benuLzie, a new EPL Display Card will be completed based on installed Code compliant atures. Builder Signature: - Date: Address of New Home: y- (ouf City/FL Zip: 1y kBtu/hr Efficiency 53.0 HSPF:9.00 Cap: 50 gallons EF: 0.92 Pstat y04 { HE S N_ rt, OD wE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardscove Coot Winter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web, wwwOreStopCoolirg.com License: CAC032444 Proiect Information For: Park Square Homes 2631 Flycatcher Way, Sanford, FL Notes: Psinn Infnrmatic Job: Lot 231 Spruce A LHG 12 ... Date: 02/23/2018 By. LF/MC Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 IF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26460 Btuh Structure 24905 Btuh Ducts 4087 Btuh Ducts 13087 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30547 Btuh Use manufacturer's data n Rate/swin multiplierEquipmenI load 0.97 37004 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4183 Btuh Ducts 2877 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2802 2802 Equipment latent load 7060 Btuh Volume (ft3) 25811 25811 Air thanges/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 44064 Btuh Equiv. AVF (cfm) 176 90 Req. total capacity at 0.75 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWA7060A4 Cond 4TWA7060A4 AHRI ref 8939349 Coil TEM6A0D60H51++TDR AHRI ref 8939349 Efficiency 9 HSPF Efficiency 12.3 EER,16 SEER Heating Input Sensible cooling 40500 Btuh Heating output 53000 Btuh @ 470F Latent cooling 13500 Btuh Temperature rise 0 OF Total cooling 54000 Btuh Actual air flow 0 cfm Actual air flow 1800 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.047 cfrn/Btuh Static pressure 0 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2018-Feb-2313U6:47 M1 Right-Sute®Uriversal2018 18.0.11 RSU25029 14CC'..9 - N1Lot 231 Spruce A LHG 12 SOG ILO 9 - N.np Calc. NUB FrortDoor faces: N Page 1 wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web. wwwOneStopGooling.com License: CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name Entire House NEED 2 Exposed well 314.0 it 40.0 ft 3 Room height 92 R d 9.3 It heaUcool 4 Rdom dimensions 13.5 x 16.5 It 5 Room area 28015 fz 222.8 ttz Ty Construction number U-value BtuMP-'g Or HTM Btuh/W) Area (q or perimeter (t) Load Btuh) Area (fly or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 yJ 128.0.9N 4A5.2cm 4135-2fm 0.097 0S00 0500 ne ne • ne 253 13.05 13.05 2.82 25.04 25.04 216 15 15 186 0 0 471 196 196 524 376 376 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 O-5W ne ne 3.73 14.35 2.90 2214 140 15 101 0 375 215 291 332 0 0 0 0 0 0 0 0 Il pp W 11DO 126-09N. 0.390 0.097 0.143 ne se se 10.18 253 3.73 1227 2.82 2.90 24 374 507 24 374 465 244 946 1734 294 1052 1346 0 0 153 0 0 123 0 0 461 0 0 357 4A5.2om 4B5-2frn 0550 05Q se se 1435 14.09 21.97 2237 30 8 2 1 431 113 659 179 30 0 2 0 431 0 659 0T 13A4ocs W 485-21n 128-0sw 13A-4ocs 0S40 0.097 0.143 se sm sw 14.09 253 3,73 2237 2.82 2.90 4 216 414 1 216 273 59 547 1018 93 609 790 0 0 126 0 0 96 0 0 357 0 0 277 4A5.2om 4A5.2omd 0b50 0580 sw sw 1435 15.14 21.97 15.90 45 96 3 96 646 1453 989 1527 30 O 2 0 431 0 659 0 0VjJ12B-09m - - - 4A5-2om 485-2fm OD97 0500 0.500 nw r1w rrw 253 13.05 13.05 2-82 25.04 25.04 374 15 12 347 0 0 877 196 157 976 376 301 d 0 0 0 0 0 0 0 0 0 0I)- G 4A5-2am 0.143 0-950 nw r1w 3,73 1435 2.90 22.14 642 45 589 0 2197 646 1705 996 93 0 93 0 347 0 269 0N13A- 40cs 4B5-21m 05Q nw 14.09 23M 4 0 56 94 0 0 0 0 PI 485-2hn - - - -- - 12C-0s6v OS40 0.091 nw 14.09 238 2359 1S1 4 409 0 388 56 921 94 584 U 0 0 0 0 0 0 11 DO 0390 n - 10.18 1227 21 21 217 262 0 0 0 0D C 1613-30ad 0.032 0.84 1.76 2102 2102 1756 3697 223 223 186 392 F 19A-0bscp 0295 289 2.04 3 3 8 6 0 0 0 0 F 19C-19csm 0.049 0.44 031 108 108 48 34 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 1992 183 5636 0 223 40 1232 0 6 c) AED excursion 1443 89 Ernelope loss/gain 21415 20004 3444 2524 12 a) Infiltration 5045 1822 651 235 b) Room venblation 0 0 0 0 13 Internal gains Occupants @ 230 Applianoes/other 6 1380 1700 2 460 0 Subtotal (lines 6 to 13) 264W 24905 4095 3220 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26460 24905 4095 3220 15 Duct loads 1 15% 531/6 4087 13087 15% 53% 1 633 1692 Total room load 30547 37992 4728 4911 Air required (dm) 0 1800 0 233 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}r- 2018-Feb-231396.47 Right-Stita®Uriversal2018 18.0.11 RSU25029 Page 1i9GA -9 - N1Lot 231 Spruce A LHG 12 SDG ILO 9 - N np Calc - MJ8 Front Door faces: N I - wrightsofr Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com License: CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name BED4 MWC 2 3 EVcsedHall Room height 375 R 9.0 n heat/mol 6.0 R 93 It heat/mol 4 5 Rdom dimensions Room area 120 x 145 R 174.0 ttz 4.0 x 6.0 R 24.0 112 Ty Construction number U-value Or HTM Btuh" Area M or perimeter (ft) Load BWh) Area OF) or perimeter (rt) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross NAS Heat Cool 6 11 Vj/ 12B-0sw - 4A5-2om 4B5-2trn. 13A4ocs 4A5.2om 11 DO 1213-0sw 13A-40cs OD97 0.5M 0.500 0.143 0550 0390 0.097 0.143 ne ne ne ne ne ne. se se 2.53 13.05 13.05 3.73 14M 10.18 2.53 3.73 2.62 25.04 25.04 2.90 22-14 1227 2.82 2.90 0 0 0 0 0 0 99 0 0 0 0 ,- , 0 0 0 0 99 0 0 0 0 0 0 0 251 0 0 0 0. 0 0 0 279 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 193 0 0 0 0 0 0 0 150 L -GG, W - _ 4A5-2om 4135-2hn 485-2hn 12B-0sw' --_ _ 13A-4ocs 4A5.2om 4A5.2omd -- _• 1213-0siN 4A5-2om 4B5-2hn 13A-0m 4A5.2om 485-2hn 485-2hn -- _ 12C-Osw 1160 1613-30ad 0550 0540 0540 0.097 0.143 0-950 0580 0.097 0500 0.5W 0.143 0550 0540 0540 0.091 03W 0.032 se se se sw sw sw sw r1w nw nw rwrnv r1w nw. n 1435 14.09 14.09 253 3.73 1435 15.14 253 13.05 13.05 1435 14.09 14.09 238 10.18 0.84 21.97 2237 2237 2.82 2.90 21.97 15.90 282 25.04 25.04 29 a22.14 23-99 2359 151 12-27 1.76 0 0 0 108 0 0 0 131 15 0 0 0 0 0 0 0 174 0 0 0 108 0 0 0 116 0 0 0 0 0 0 _ 0 0 174 0 0 0 273 0 0 0 292 196 G 0 0 0 0 0 0 145 0 0 0- 304 0 0 0- 325 376 0 0 0 0 0--- 0 0 306 0 4 0 0 0 0 0 0 0 0 0 0 0 10 0 0. 24 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 W VjJ P C F 19A-Obscp 0295 289 2D4 0 0 0 0.. 0 0 0 0 F F 19C-19cssoa,•. , 22A-tpm 0.049 1.180 0.44 30.80 031 0.00 0 0 0- 0 0 0 0 0 0 24 0 6 0 185 0 O 6 c) AED excursion 113 33 Envelope losslgain 1158 1703 455 314 12 a) Infiltration 591 213 98 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 Appliances/other 1 230 0 0 0 0 Subtotal (Imes 6 to 13) 1749 2147 552 350 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 240 1989 0 322 2469 0 0 552 0 0 350 15 Duct loads 15% 53% 307 1297 15% 53% 85 184 Total room load Air required (dm) 1 2296 0 3766 178 638 1 0 533 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fl`d- wrlgF ts4 Y - 2018-Feb-2313,06:47 14auk ^- RigtvSute®Universal 2018 18.0.11 RSU25029 Page 2 9 - MLot 231 Spruce A LHG 12 SDG ILO 9 - N.rulo Cale - M2 Front Door [aces. N wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Winter Park, FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629 -9307 Web: wmmOneStopCooling.com License. CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name KBTH KWIC 2 3 Exposed wall Room height 15.0 R 9.3 R heaVcool 0 R 9.3 R heaVcool 4 5 Rdom dimensions Room area 1.0 x 1405 R 1405 flF 6.0 x 14.0 R 84.0 fF Ty C4nstrudion number U-value BtuhRP-°F) Or HTM BWtvR Area 011) ( R) or perimeter Load or perim 2) R) Load Btuh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 1 1 r--( 12B-09N 4A5-2om 4B5-2(m 13A-4o(s 4A5-20m 11 DO 12B-Osw 13A-4ocs 0.097 0-900 0500 0.143 0.550 0390 O.097 0.143 ne ne ne ne ne ne se se 253 13.05 13.05 3.73 1435 10.18 253 3.73 2.82 25.04 25.04 2.90 22.14 1227 2.82 2.90 0 0 0 0 0 0 0 140 0 0 0_ 0 0 0 0 135 0 0 0 0 0 0 0- 505 0 0 0 0 0 0 392 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G V G p W_ 4A5.2om 4135-2hn 4B5-21m 128-09m 13A-4as 4A5-20m 4A5.2omd - --• -- 12B-09N - 4A5.2om 485.2fm 13A4ocs 4A5-2om 4135-2frn 4135.2frn -- - 12C-Osu 11D0 168-30ad 19A-Obscp 19C-19csw 22A-tpm _-. 050 0540 0540 0.097 0.143 0550 0.580 6.097 0.500 O-500 0.143 0550 0540 O'W OD91 0390 0.032 0295 0.049 1.180 se se se sw sw sw sw_ rnti nw nw nw nw nw nw n 1435 14.09 14.09 253 3.73 1435 15.14 253 13.05 13.05 3.73 1435 14.09 14.09 238 10.18 0.84 2.89 0.44 30.80 21.7 2237 2237 2.82 2.90 2127 15.90 282 25.04 25.04 290 22.14 2359 23.59 1 S1 1227 1.76 2.04 031 0.00 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 141 0 0 141 0 0 1 0 0 0 0 O 0 0 0 0 0 0 0 0 141 0 0 15 0 0 59 0 0 0 0 0 0 0 0 0 0 0 0 0 117 0 0- 462 0 0 93 0 0 0 0 0 0 0 0 0 0 0 0 0 247 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0. 0 84 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 84 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 0 IN LLL------IGG yl I-- G PII -- D C F_ F F 6 c) AED excursion 21 4 Envelope loss/gain 1143 753 70 144 12 a) Infiltration 244 88 0 0 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 to 13) 1387 841 170 144 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 1387 0 0 841 0 0 70 0 0 144 15 Duct loads 1 15 % 539% 214 442 15% 539/6 11 76 Total room load Air required (dm) 1 1602 0 1283 61 81 0 219 10 Calculations approved by ACCA to meet all requirements of Manual J 8tft Ed. t L wr`gf+tsoY[- 2018-Feb-23 1306:47 R1gh-Sute®Unversal201818.0.11 RSU25029 Page 9. P&ot 231 Spruce A LHG 12 SDG ILO 9 - N.r1p Calc = K,18 Front Door faces: N wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court W inter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web. wwwOreStopCoolirg com Licerse: CAC032444 Job: Lot 231 Spruce A LHIG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name GTH BED2 2 E)Posed wall 165 f1 37.0 ft 3 Room height 93 It heaVcool 9.3 R heakool 4 Rbom dimensions 1.0 x 371.5 ft 145 x 12.5 ft 5 Room area 3715 V 1813 ft= Ty Construction U-value Or HTM Area (Its Load Area (IF) Load number BtuhAtl'F) BluhAtq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NrP/S Heat Cool Gross NAS Heat Cool 6 Vjl 128.Osw - 4A5.20m 4B5-2fm 0.097 0.500 0-9M ne ne ne 253 13.05 13.05 2.82 25.04 25.04 0 0 0 b 0 0 0 0 b 0 0 0 0 0 0 0' 0 0 0 0 6 0 0L_ G 11 Vj1 13A-4ocs 4A5.2om 0.143 0550 ne ne 3.73 14.35 2.90 22.14 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-p W vb13A-4ocs 11 DO _ , 12 B-Osw 0390 OA97 0.143 ne se se 10.18 253 3.73 1227 282 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93 0 0 93 0 0 347 0 269 4A5-2om 4B5-2f n 05% 0540 se se 1435 14.09 21.97 2237 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 4B5.2fm 12B-0sw 13A-4ocs 0540 0.097 0.143 se sw sw 14.09 253 3.73 2237 2.82 2.90 0 0 153 0 0- 57 0 0 214 0 0 166 0 0 135 0 0. 120 0 0 447 0 0 347 4A5-2om 4A5-2omd 0550 0580 sw 14.35 15.14 21.97 15.90 0 0 96 0 1453 0 1527 15 0 1 0 215 0 330 0 12B- 09m 4A5- 2om 4135- 2fm OA97 05M 0a0D s6v nw nw rry 253 13. 05 13. 05 2. 82 25. 04 25. 04 96 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 4ocs 4A5- 2om 485- 2tm 0. 143 0550 0540 nw nw nw 3. 73 1435 14. 09 2. 90 2214 2359 0 0 0 0 0 0 0 0 0 0 0 0 116 0 0 116 0 0 434 0 0 337 0 0 485- 21m -- -.. 12C- 0sw 11 DO 168- 30ad 0540 0. 091 0390 0. 032 nw n 14. 09 238 10. 18 0. 84 23. 59 1Si 1227 1. 76 0 0 0 326 0 0 0 326 0 0 0 272 0 0 0 573 0 0 0 181 0 0 0 181 0 0 151 0 0 0 319 P L- 0 C,., F 19A-Obscp 0295 289 2.04 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.44 031 0 0 0 0 0 0 0 0. F 22A-tpm . 1.180 30.80 0.00 372 17 508 0 181 37 1140 0 6 c) AED excursion 1188 65 Envelope loss/gain 2448 3454 2735 1667 12 a) Infiltration 269 97 603 218 b) Room ventilation 0 0 0 0 13 Internal gains. Omrpants@ 230 Appliancestother 0 0 0 1 230 0 Subtotal ( lines 6 to 13) 2717 3551 3337 2114 Less elaemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 3 0 0 14 Subtotal 2725 3554 3337 2114 15 Dud loads 1 15% 53%1 421 1867 15% 53% 515 1111 Total room load I I 3146 15421 3853 3225 Air required (dm) 0 257 0 153 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr` gF tsoYt- 2018-Feb-2313.06:47 Af. CP. Right-Scite® Uriversal 2018 18.0.11 RSU25029 Page 4 9 - MLot 231 Spruce A LHG 12 SDG ILO 9 - N.np Calc - M2 Front Door faces: N fl+ wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: uwwOneStopCoolirlg.com License: CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name BTH2 BED3 2 E)posed wall 55 It 12.0 n 3 Room height 9.3 ft heaV000l 9.3 It heaVcool 4 Rdom dimensions 11.0 x 55 It 14-5 x 120 f1 5 Room area 605 IF 174.0 iF Ty Construction U-value Or HTM Area M Load Area (its Load number Btuh4[L'9 Btutv112) or perimeter (fl) BNh) or perimeter (R) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 yl 12B-Osw 4A5.2om 0.097 0.500 ne ne 253 13.05 2182 25.04 d 0 0 0 0 0 0 0 0 0 6 0 0 0 0 4B5-2fm 05M ne 13.0.5 25.04 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 0550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I ppp W_ ,_- 11DO 1213-09N 13A-4ocs 0.390 0.097 0.143 ne se se 10.18 2.53 3.73 1227 282 2.90 0 2 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 485-2fm 0550 0540 se se 14.35 14.09 21.97 2237 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 4B5-2hn- 12R49_- 13A-4ocs 0540 0.097 0.143 se sN 9w 14.09 253 3.73 2237 282 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 4A5-2om 4A5-2omd 0550 9w sw 1435 15.14 21.97 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj! 12B-OsN 4A5-2om 485-2hn 0SM 0D97 O-rw 0-5w nw nw nw 253 13.05 13.05 282 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G L--G yJ 13A- tom4AS2om 485.2fm 05500SM 0540 nw nw rry 3. 3514.35 14.09 2. 1422.14 2359 51 0 4 47 0 0 1700 56 1300 94 11515 0 97 0 0 21215 0 282 332 0 4B5-2fM _ - - 12C-0sw O-W OD91 nw 14.09 2.38 2359 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Rf - c--o 11 DO 16B-30ad 0390 0.032 n 10.18 0.84 1227 1.76 0 28 0 28 0-- 23 0 48 0 20 0 20 0 17 0 35C F 19A-0bstp 0295 289 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 031 0 0 0 0 0_ 0 0 0 F 22A-1pm 1.180 30.80 0.00 61 6 169 0 174 12 370 0 6 c) AED excursion 31 92 Erhelopeloss/gain 425 310 962 739 12 a) MItration 90 32 195 71 b) Room ventilation 0 0 0 0 13 Internal gairm 0oupants@ 230 0 0 1 230 Appliancesbther 0 0 Subtotal (lines 6 to 13) 514 343 1158 1039 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 244 95 14 Subtotal 514 343 1401 1134 15 Dud loads 1 15% 53%1 79 180 15% 539/. 216 596 Total room load I I 5941 523 1618 1730 Air required (cfm) 0 25 1 1 0 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. v221. ts4 - 2018-Feb-23 13,06 47 Ae UK Right-Sute®Unversal201818.0.11 RSU25029 Pages 9 - MLot 231 Spruce A LHG 12 SDG ILO 9 - N.np Calc - MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web- wwwOneStopGooling.com License: CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name STR1 KIT 2 Exposed wall 75 A 0 ft 3 Room height 9.3 ft heat/mol 9.3 It heatlmol 4 Rbom dimensions 145 x 75 It 1.0 x 2695 ft 5 Room area 108.8 ft2 2695 16 Ty Construction number U-value BNh4t--q Or HTM BtuhM-) Area or perimeter (R) IBh) s or perimeter (R) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PVS Heal Cool 6 yJ 12B-0sw 4A5-2om 4B5.2fm 0.097 0.500 05M ne ne ne 2.53 13.05 13.05 2.82 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1•ArI G 13A-4ocs 4A5-2om 0.143 0550 ne ne 3.73 14.35 2.90 2214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 11 DO 1213-09m. 13A-4ocs 0,390 0.097 0.143 ne se se 10.18 2.53 3.73 1227 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4135-21m 0550 0540 se se 14.35 14.09 21.97 2237 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 485-2frn 128-0sm 13A-4ocs 0540 0.097 0.143 se sw sN 14.09 2.53 3.73 2237 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2omd 0550 0580 sN sw 1435 1504 21.97 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ILL-GG 12B-0stiv - - 4A5-2on 4B5-2tm 0.097 0.500 0S00 nw rrw rw 2.53 13.05 13.05 2.82 25.04 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0GG 13A-40cs 4A5.2om 4B5.2frn 0.143 0550 0540 rrw rrw rrw 3.73 1435 14.09 2.90 22.14 2359 70 0 0 70 0 0 260 0 0 202 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fm - 12C-Osw 11DO 16B-30ad 0540 0.091 0390 0.032 nw n 14.09 238 10.18 0.84 2359 151 1227 1.76 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0--- 172 0 137 0 172 0 137 0 409 0 114 0 259 0 240 P C F 19A-0bscp 0.295 2M 2.04 0- 0_ 0 0 0 0 0 0 F 19C-19csm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 109 8 231 0 270 0 0 0 6 c) AED excursion 7 46 Envelope lossigain 491 195 523 453 12 a) Infiltration 122 44 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1613 239 523 1653 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 613 239 118 46 14 Subtotal 0 0 640 1699 15 Dud loads 15 % 53% 0 0 15 % 53% 99 893 Total room load 0 0 739 2592 Air required (dm) 0 0 0 123 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f}t wrtrgF tsoTC- 2018-Feb-2313:06A7 Right-Sute®Unversal 2018 18.0.11 RSU25029 Page 6 9 - MLot 231 Spruce A LHG 12 SDG ILO 9 - N.rup Calc - MM Front Door faces. N wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cart W irter Park FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 -9307 Web- wwwOneStopCoohrg.com License: CAC032444 Job: Lot 231 Spruce ALHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name LDRY DIN 2 Exposed well 7.0 ff 25.0 ff 3 Room height 9.3 It heaV000l 9.3 It heattmol 4 Rodm dimensions 11.0 x 7.0 It 1.0 x 2478 R 5 Room area 77.0 fF 247.8 f12 Ty Consiruclion U-value Cr HTM Area (ft2) Load Area (1t2) Load number Btuhdt2-`F) BtuhAt2) or penmeter (R) Bh1h) I or perimeter (R) Bfuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ I-GG 12B-09w 4A5-2om 0.097 0.500 ne ne 253 1a05 2.62 25.04 0 0 0 0 d- 0 0 0 0 0 0 0 0 0 0 0 485-2fm 0500 ne 13.05 25.04 0 0 o 0 o 0 11 13A-40cs 4A5-2om 0.143 O-9W ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 102 15 63 0 236 215 183 332 L-p W - Vb13A-40cs 1100 1213-09Av - _ 0.390 0.097 0.143 ne se se 10.18 253 3. 73 1227 2. 82 2. 90 0 0 65 0 0 61 0 0 228 0 0 177 24 0 0 24 0 0 244 0 0 294 0 0 4A5- 2om 4135. 2fm 0550 0S40 se se 14. 35 14. 09 21. 97 22. 37 0 4 0 1 0 56 0 89 0 0 0 0 0 0 0 0 4B5. 2fm 0S40 se 14.09 22.37 0 0 0 0 0 0 0_ 0 w 128-09N 13A- 4ocs 0. 097 0. 143 sN sw 2. 53 3. 73 2. 82 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 4A5- 2omd 128- 0sw - 05M 0580 OD97 Sw Svv nw 14. 35 15. 14 2- 93 21. 97 15. 90 2- 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 Vjl4A5. 2om 0500 nw 13.05 25.04 0 0 0 0 0 0 0 0 GL 4135-2fm 0500 r1w 13.05 25.04 0 0 0 0 o a 0 0 13A- 4ocs 4AS- tom 0. 143 OSW r1w nw 3. 73 14. 35 2. 90 22. 14 0 0 0 0 0 0 0 0 130 30 100 0 374 431 290 664 4B5. 2fm 0S40 nw 14.09 2359 0 0 0 0 0 0 0 0 485. 2fm 0.540 nw 14.09 2359 0 0 0 0 0 0 0 0 PI - L-D 12C-0sv 11 DO 0. 091 0- 1L% n 2. 38 10. 18 1S1 1227 102 21 81 21 192 217 122 262 135 0 135 0 320 0 203 0 C 16&30ad 0.032 0.84 1.76 77 77 64 135 25 25 21 44 F 19A-0bscp 0295 289 2.04 0 0 0 0 0 0 0 0 F 19C-19csc p 0.049, 0.44 0.31 0 0 0 0 0 0. 0 0 F 22A-tpm 1.180 30.80 0.00 77 7 216 0 248 25 770 0 6 c) AED excursion 5 55 Envelope losstain 974 791 2612 2067 12 a) Infiltration 114 41 407 147 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesbther 500 0 Subtotal ( lines 6 to 13) 11098 1332 3019 2214 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 244 95 14 Subtotal 1088 1332 3262 2309 15 Duct loads 115 % 53 % 168 700 15 % 53% 504 1213 Total room load 1256 2032 3766 3522 Air required (dm) 0 96 0 167 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4- 2018-Feb-23 1306:47 Right- Sdte®Universal 201818.0.11 RSU25029 Page 9. MLot 231 Spare A LHG 12 SDG ILO 9 - N.rcp Calc = M18 Front Door faces: N r- wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax* (407) 629 - 9307 Web: wwwOneStopCoolirg.com License. CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/2312018 By. LF/MC 1 Room name PDR BTH3 2 E posed wall 115 fl 205 R 3 Room height 9.3 R heaV000l 9.0 ft heat/cool 4 Room dimensions 4.0 x 75 R 1.0 x 80,8 R 5 Room area 30.0 IF 80.8 f8 Ty Construction U- value Or HTM Area (M Load Area (It) Load number BtuhRR°n BtuhV) or perimeter (fl) Btuh) or perimeter (1t) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PS Heat Cool 6 Vjl 12B- 0sv 0.097 ne 2.53 2.82 0' 0 0 0 0 0 0 0 L2 4A5-2om 0_9W ne 1105 25.04 0 0 0 0 0 0 0 0 4B`-21m 0_ 9W ne 1 a05 25.04 0 0 0 0 0 0 0 0 13A-4ocs 0. 143 ne 3.73 2.90 37 37 139 108 0 0 0 0 11 4A5-2om 05W ne 1435 2214 0 0 0 0 0 0 0 0 Il 11 Do 0390 ne 10.18 1227 0 0 0 0 0 0 0 D W 128.0• w - 13A-4ocs 0. 097 0. 143 se Se 253 3. 73 2. 82 2. 90 0 0 0 0 0 0 0 0 0 108 0 108 0 273 0 304 0 4A5- 2om 05W se 14.35 21.97 0 0 0 0 0 0 0 0 I--G 485. 2h 0540 se 14.09 2237 0 0 0 0 0 0 0 0 I W 465. 2fm - - - 12B- 09N 0540 0.097 se _ sw 14. 09 2. 53 2237 2.82 0 0 0 0 0 0 0 0 0 77 0 77 0 194 0 216 v 13A- 4o s 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 4A5- 2omd 05W 0S80 sN 14. 35 15.14 21. 97 15. 90 0 Q 0 U 0 0 0 0 0 0 O 0 a 0 0 G ti12B- Q4v4A5. 2om 0. 097 0500 sw nw nw 253 13. 05 282 25.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485- 2fm 0500 nw 13.05 25.04 0 0 0 0 0 0 0 0 13A-4ocs 4A5. 2om 4B5. 26n 0. 143 OS50 0540 nw nw nw 3. 73 14. 35 14. 09 2. 90 22. 14 2359 70 0 0 66 0 0 245 0 0 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I G 4B5. 2fm 0540 nw 14.09 2359 4 0 56 94 0 0 0 0 P 12C-osw - 11DO 0.091 0- M n 238 10.18 1. 51 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0.84 1.76 28 28 23 49 81 81 67 142 F. 19A-0bscp 0295 2.89 2.04 a 0 0 0 0 0 0 0 F 19C-19cscn 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 30 12 354 0 0 0 0 0 6 c) AED excursion 23 21 Envelope loss/gain 818 464 535 641 12 a) Infiltration 187 68 323 117 b) Room wnhlabon 0 0 0 0 13 Internal gains: Compants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 1005 532 858 758 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 177 196 14 Subtotal 1005 532 1034 gm Duct loads 1 15% 53% 155 280 15% 539/6 160 501 r Total room load 1161 8111 1194 1454 Air required (dm) 0 38 0 69 Calculations aDDroved bvACCAto meet all recluirements of Manual J 8th Ed. f}F 2018- Feb-2313:06:47 MCA Right-Sute® Unversal201818.0.11 RSU25029 Page 9 - N'Lot 231 Spruce A LHG 12 SDG ILO 9 - N.rtp Calc - M,18 FrortDoor faces. N wrightsof , Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wirter ParK FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 W elo- wwwOneStopCoolirg.00m License CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area AC 35 R 9.0 It heaVcool 85 x 35 If 29.8 tt2 BED5 315 R 9.0 ff heaVmol 12.0 x 15.0 R 180.0 R2 Ty Construction number U-value Btuh4112-°F) Or HTM Btu hAt2) Area (It2) or perimeter (11) load Btuh) Area (tt2) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross NrP/S Heat Cool 6 11 VjJ 12B-0sw 4A5-2om 4B8-2fm 13A-4ocs 4A5.2om 11 DO 12B-OsN 13A-40cs 4A5.2om 4B5-2tm 4B5-2fm 12B-09N 13A-4ocs 4A5.2om 4A5.2omd 12B-09m 4A5.2om 4BS-21m 13A-4oC; 4A5.20m 4B5.2fm 485-2fm -- 12C-0sw 0.097 0-9W 0500 0.143 0550 0.390 OD97 0.143 0550 0540 0540 0.097 0.143 0.5W 0.580 0.097 0.500 0500 0.143 0550 0540 0.540 0.091 ne ne ne ne ne ne se se se se se sw sw sw sw nw r1w rrw nw nw nw rw 253 1105 13.05 3.73 14.35 10.18 2.53 3.73 14.35 14.09 14.09 253 3.73 14.35 15.14 253 13.05 13.05 3.73 14.35 14.09 14.09 238 2.82 25.04 25.04 2.90 22.14 12.27 2.82 2.90 21.97 22.37 22.37 282 2.90 2197 15.90 2.82 25.04 25.04 2.90 22.14 2359 2359_ 151 d 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0- 80 0 0 0 0 b_ 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 15 0 0 0 0 135 0 0 0 0 0__ 0 0 0 41 0 0 0 0 0 0 0 93 0 0 0 0 0- 135 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 235 196 0 0 0 0 342 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 262 376 0 0 0 0 380 0 0 0 0 0 0 0 0 114 0 0 0 0 0 0 0 I GG V l p W V J W Vjl PI t) 1166 16B-30ad 19A-0bscp 19C-19csm - - 22A-qun - 0390 0.032 0295 0.049 1.180 n 10.18 0.84 289 0.44 30.80 1227 1.76 2.04 031 0.00. 0 30 0_ 0 0 0 30 0 0 0 0 25 0 0 0 0 52 0 0 0 0 180 0 108 0 0 180 0 108 0 0 150 0 48 0 0 317 0 34 0 C F F F 6 c) AED excursion 4 18 Envelope loss/gain 105 137 1074 1464 12 a) Infiltration b) Room ventilation 55 0 20 0 496 01 179 0 13 Internal gains: Occupants@ 230 Applianoes/other 0 0 0 1 230 0 Subtotal (lines 6 to 13) 1 160 157 1570 1874 14 15 Less extemal load Less Redistribution Subtotal Duct toads 15% 53% 0 0 160 0 0 0 0 157 0 0 15% 53% 0 0 120 1690 261 0 0 123 1997 1049 Total room load Air required (dm) 1 0 01 0 0 1 1952 0 3047 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgMtsoTi- 2018-Feb-23 13:06 47 Right-SuteOUniversal201818.0.11 RSU25029 Page 9 - Mot 231 Spruce A LHG 12 SDG ILO 9 - Krup Calc = K2 Front Door faces: N fi- wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Can, W vter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wmmOreStopCoolirg.com License: CAC032444 Job: Lot 231 Spruce A LHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name BONUS STR2 2 Exposed well 27.0 R 75 ft 3 Room height 9.0 It heaYbool 9.0 R heals ool 4 Room dimensions 12.0 x 15.0 It 12.0 x 75 ft 5 Room area 180.0 ttz 90.0 flz Ty Construction number U-value Btuh4tz--n Or HTM BtuhV) Area (n or perimeter (ft) Load Btuh) Area 012) or perimeter (R) Load Btuh) Heat Cool Gross NP/S Heat Cool Gross NrP/S Heat Cool 6 VjJ C 12B-0sw 4A5-2om 4B5-2tm 0.097 0.500 ne ne ne 253 13.05 1.3.05 2.82 25.04 25.04 108 0 15 93 0 0 235 0 196 262 0 376 0 0 0 0 0 0 0 0 0 0 0 0 11 V C 13A-4ocs 4A5-2om 0500 0.143 0550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p W . _ 11 D0 12B-0sw _ 13A-4o 0.390 0.097.. 0.143 ne se se 10.18 2.53 3. 1227 2.82 2.9 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4B5-2tm 0550 0540 se se 14.3535 14.09 21.97 22.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 485-2hn 12B-09v 13A-4ocs 0S40 0.097 0.143 se sw sw 14.09 253 3.73 22.37 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2omd 0_M% 0580 sw sw 14.35 15.14 21.97 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 J 12B-Osw - 4A5-2om 4B5-2fm 0.097 0.500 05M nw nw 253 13.05 13.05 2.82 25.04 25.04 135 0 6 129 0 0 327 0 78 364 0 150 68 0 6 62 0 0 156 0 78 173 0 150 vh13A-4ocs 4A5-2om 4B5.2fm 0.143 0550 05Q rry nw rryr1w 144. 35 3514. 09 2. 22. 1414 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5- 2fm _ _ 12C- 0snr 11 D0 16B- 30ad 0540 0. 091 0- 190 0. 032 nw n 14. 09 2. 38 10. 18 0. 84 2359 151 1227 1. 76 0--- 0 0 180 0 0 0 180 0 0 0 150 0 0 0 317 0 0 0 90 0 0 0 90 0 0 0. 75 0 0 0 158 P C F 19A-0bscp 0295 2.89 2.04 3 3 8 6 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 F- 22A-tpm - . -.. 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED exturson 44 56 Envelope loss/gain 994 1430 309 538 12 a) Infiltration 425 154 118 43 b) Room ventilation 0 0 0 0 13 Internal gains: Ooupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal ( lines 6 to 13) 1 1420 1584 427 581 Less e)demalload 0 0 0 0 Less transfer 0 0 0 0 Reclistributon 248 331 427 581 14 Subtotal 1668 1915 0 0 15 Duct loads 15% 53% 258 1006 15% 531/6 0 0 Total room load 1925 2921 0 0 Air required (ctm) I 1 0 138 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f} wrlgF tsoTt- 2018-Feb-2313:06:47 Ae- 8A Right-Sute®Uriversal2018 18.0.11 RSU25029 Page 10 9 - N1Lot 231 Spruce A LHG 12 SDG ILO 9 - N r p Calc - M,18 FrontDoor faces: N f wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirU.com Licerse: CAG032444 Job: Lot 231 Spruce ALHG 12 SDG... Date: 02/23/2018 By. LF/MC 1 Room name H 1 2 Exposed wall 35 R 3 Room height 9.0 rt heaV000l 4 Rdom dimensions 1.0 x 755 It 5 Room area 755 IF Ty Constructon number U-value Btuh4lMF) Cr HTM BtuhA?) Area 012) or perimeter (tt) Load Bluh) Area or perimeter Load Heat Cool Gross NrP/S Heat Cool Gross NIPS Heat Cool 6 V! 12B-0siv 0.097 ne 253 2.82 0 7 0 0 0 4A5.2om 0-9M ne 13.05 25.04 0 0 0 0GG4135-2hn 0500 ne 13.05 25.04 0 0 0 0 13A-40cs 0.143 ne 3.73 2.90 0 0 0 0 11 4A5.2om 0550 ne 14M 22.14 0 0 0 0 11DO 0.390 ne 10.18 1227 0 0 0 0 W. 12BOsm 0.097 se 253 2.82 0. 0 0 0 vvv 111 13Avb- 4as 0.143 se 3.73 2.90 0 0 0 0 4A5.20m 050 se 14. 21.37 0 0 0 0 485-2trn 0540 Se 14.0909 2237 0 0 0 0 W 4B5.2(m 12Msw 0540 0.097 se sw 14.09 253 22.37 2.82 0 32 0 32 0 80 0 89 13A-40o, 0.143 sw 3.73 2.90 0 0 0 0 4A5-2om 0550 sN 14.35 2197 0 0 0 0 4A5-2omd 0580 sw 15.14 1590 0 0 0 0-.- V 1 12B-09m - - 4A5-2om 0A97 0500 nw nw 2.53 13.05 2B2 25.04 0 0 0 0 0 0 0 0F-( L 4B5.2hn 0.500 nw 13.05 25.04 0 0 0 0G 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 4A5-20m 4BS-2fM 0550 0540 rry nw 14.35 14.09 22.14 2359 0 0 0 0 0 0 0 0 485-21m - 12C-0sw 11DO 0.091 03W n 14.09 238 10.18 23M 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 P C 16B-30ad 0.032 0.84 1.76 76 76 63 133 F 19A-0bscp _ 0295 2.89 2.04 0 0 0 0 F 19C-19cscD 0.049 0.44 0.31 0 0 0 0 F _. 22A-flan .. ;... 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 6 Envelope losstgain 143 215 12 a) Infiltration 55 20 b) Room ventilation 0 0 13 Internal gains: Omrpants@ 230 0 0 Appliances/other 0 Subtotal pines6 to 13) 198 235 Less external load 0 0 Less transfer 0 0 Redistribution 198 235 14 Subtotal 0 0 151 Duct loads 1 15 % 53 % 0 0 Total room load 0 0 Air required (dm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrLSI. oY!- 2018-Feb-2313:06:47 Right-Sute®Uriversal 2018 18.0.11 RSU25029 Page 11 9 - MLot 231 Spruce A LHG 12 SDG ILO 9 - Krup Calc - tvU8 Frort Door faces: N Static Pressure and Friction Rate Job: Lot231 Spruce ALHG 12... wrightsofte Date: 02/23/2018 Entire House By. LF/Mc One Stop Cooling and Heating 7225 Sardsoove CoirL W uter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, w,wwOneStopCooling.00m License: CAC032444 For: Park Square Homes 2631 Flycatcher Way, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0 0.50 Pressurelosses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.2 0.34 Total• Supply Return ft) ft) Measured length of run -out 11 8 Measured length of trunk 48 13 Equivalent length of fittings 145 40 Total length 203 61 Total effective length 264 Friction Heating Cooling i n/100ft) i n/100ft) Supply Ducts 0.060 < 0.06 0.129 OK Return Duds 0.060 < 0.06 0.129 OK Fitting Equivalent LengthDetails supply 4X=35, 11 A=20,11 G--5,11 G=5, 11 M=20,11 G=5, 11 G--5,11 Gam, 11 G--5,11 G=5,1 A--35: Total EL=145 Return 6M=201 11 Gam, 5E1=10,11 Gam: TotalEL=40 W r iwghtsoft' 2018-Feb-23 13:06A8 A ... < Right-Stite®Uriversal 2018 18.0 11 RSU25029 Page 1 AC49 - MLot 231 Spnte A LHG 12 SDG ILO 9 - N.rtp talc - KW Frort Door faces: N Duct System Summary Job: Lot231 Spruce ALHG12... wrightsoft` Date: 02/23/2018 Entire House By. LF/MC One Stop Cooling and Heating 7225 Sanldscove Carl Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmmOneStopCoohrg corn License: CAC032444 For: Park Square Homes 2631 Flycatcher Way, Sanford, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0.16 in H2O 0.2 in H2O 0.123/-0.037 in H2O 0.06 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.261 / 0.079 in H2O 0.129 in/100ft 1800 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 3225 0 153 0.154 7.0 Ox 0 VIFx 44.8 125.0 st4 BEDS c 1730 0 82 0.152 6.0 Ox 0 VIFx 46.6 125.0 st4 BED4 c 3766 0 178 0.222 7.0 Ox 0 VIFx 22.9 95.0 st2 BEDS c 3047 0 144 0.206 7.0 Ox 0 VIFx 22.1 105.0 st2 BONUS c 2921 0 138 0.237 7.0 Ox 0 VIFx 15.1 95.0 st2 BTH2 c 523 0 25 0.163 4.0 Ox 0 VIFx 40.8 120.0 st4 BTH3 c 1454 0 69 0.208 5.0 Ox 0 VIFx 25.9 100.0 st2 DIN c 3522 0 167 0.181 7.0 Ox 0 VIFx 39.6 105.0 SO GTH c 2711 0 128 0.161 6.0 Ox 0 VIFx 42.2 120.0 st4 GTH-A c 2711 0 128 0.162 6.0 Ox 0 VIFx 36.3 125.0 st4 Krr c 2592 0 123 0.197 6.0 Ox 0 VIFx 27.7 105.0 sti LDRY c 2032 0 96 0.184 5.0 Ox 0 VIFx 41.8 100.0 SO MBED c 2456 0 116 0.132 6.0 Ox 0 VIFx 53.4 145.0. st3 MBED-A c 2456 0 116 0.132 6.0 Ox 0 VIFx 58.5 140.0 st3 MBTH c 1283 0 61 0.139 4.0 Ox 0 VIFx 52.3 135.0 st3 MWc c 533 0 25 0.129 4.0 Ox0 VIFx 58.2 145.0 st3 MWIC c 219 0 10 0.134 4.0 Ox0 VIFx 55.4 140.0 st3 PDR c 811 0 38 0.155 4.0 Ox 0 VIFx 53.1 115.0 SO wrightsoft' 2018-Feb-23 13U6:48 W+ •+ .... Right-Sute®Universal 2018 18 0.11 RSU25029 Page 1 XCIK 9 - MLot 231 Spate A LHG 12 SOG ILO 9 - Map Calc = W8 Front Door Faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR ipm) in) in) Material Trunk st3 PeakAVF 0 329 0.129 603 10.0 0 x 0 VInIFIx sti st4 PeakAVF 0 516 0.152 658 12.0 0 x 0 VnIFIX sti sti PeakAVF 0 1270 0.129 719 18.0 0 x 0 VnIFIX st2 PeakAVF 0 530 0.206 675 12.0 0 x 0 VnIFIX Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb2 Ox 0 0 178 55.5 0.142 668 7.0 Ox 0 VIFx rt4 rb3 Ox 0 0 144 61.3 0.129 414 8.0 Ox 0 VIFx rt4 rb1 Ox 0 0 1477 38.0 1 0.207 677 20.0 Ox 0 VIFx rt4 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc ipm) Diam in) H x W in) Dud Material Trunk rt4 PeakAVF 0 1800 0.129 1019 18.0 0 x 0 VnIFIX W I'1_ghtsoft' 2018-Feb-23 1306'48 Right-Sute®Unversal201818.0.11 RSU25029 Page 9. MLot 231 Spruce A LHG 12 SDG ILO 9 - Nstp Calc - MJ8 Frort Door faces, N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 231 Spruce A LHG 12 SDG ILO 9 - N Builder Name: Street: 2631 Flycatcher Way Permit Office: City of Sanford City, 'State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffitCeiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces 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/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities 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 extend hehend noping 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 a. In addition, inspection of log walls shall be in accordance with the provisions of lcc-aoo. 2/23/2018 1:23 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job #: Lot 231 Spruce A LHG 12 SDG... Performed by LF/MC for: Park Square Homes 2631 Flycatcher Way Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale: 1 : 75 Page 1 Right -Suite® Universal 2018 18.0.11 RSU25029 2018-Feb-2313U320 pruceA LHG 12 SDG ILO 9 - N.rup Level 2 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate OT = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 69 cfm 10X6 Sup Riser \ 18" 5„ Zone Damper 1 - 18" 6TH3 Zone Damper 2 - 12" 18 " Bypass Damper - 12" EF1 VTR H 1 16" 18" Job #: Lot 231 Spruce A LHG 12 SDG... Performed by LF/MC for: Park Square Homes 2631 Fycatcher Way Sanford, FL 12" 144 cfm 10X10RA 144 cfm 10X8 BED5 BED4 10X8 1OX10RA 178cfm 178 ch / 7" 17" STR2 1477 cfm I'' : • 138 cfm 10X8 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale:1 : 75 Page 2 Right -Suite® Universal 2018 18.0.11 RSU25029 2018-Feb-2313:0320 pruceA LHG 12 SDG I1-09 - N.rup 84 a —Cqc Z-5- 143/r7azJ Cjp,c,CSL Ke7,4 Lot a31 uvan-€aijtt- Numbing. Ina Name i "nail lip, RECORD COPY A/ tNYV vtgyx- ari r v RECORD COPY M DESCRIPTION AS FURNISHED: Lot 231, WYNDHAM PRESERVE,- as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware. Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 235 1 1 A£Ay.• 1 LOT 232 LOT 236 N89043'03 "E 62.00' 24.80' LOT 231 24.80' 8.50' 8.50' 14.0 15.3 8.50' o LANAI o 15.7 •• h q PROPOSED RESIDENCE 2774-SPUCE-A 2 CAR GARAGE LEFT 5.7' 8.50' 9.3, o ENTRY. ^ 30.0' 'O DRIVE 25.20' 25.20' LOT 237 1 1 1 ryh; 1 iff o LOT 230 O O O~ 10 115. 14' Irk I \ U8100 SM—' 1 I tia — P.C. WALK ZONING - JDATE 18_ CURB SETBACKS AS FURNISHED Ok to construct single family homeFRONT = 2s'(•) N89°43'01REAR = 20' with setbacks and impervious areaSIDE - 5' (40' LOT) 62.00p 7. 5' (60' LOT) shown on plan. Mq•O ` iM1p. 10' ( 75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 26.5' FL YCA T CHER WA Y Z y +fu ce - A , C PRIVATEROAD (50' R/W) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 7,130 f SQUARE FEET I' LAIWORK ON/OFF LOT - TOTAL t SQUARE FEET DRIVE 6151 122- 737 f SQUARE FEET WALKS 32/ 310- 342 t SQUARE FEET SOD 3.041250 = 3,884 t SQUARE FEET NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM CRUSEjVffE_ M?-SCOTT & ASSOC., INC. - PLOT PLAN ONLY NOT A SURVEY FLATWORK FOUNDATION/ PAD 2,636 t SQUARE FEET REAR PATIO 157 f SQUARE FEET FRONT PORCH DECK 44 f SQUARE FEET POOL DECK N/A f SQUARE FEET ANS PROVIDED BY CLIENT • NOT FIELD VERIFIED • LAND SUR TIE YOR,S' LEGEND - LEGEND - P PLAT PDA- POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r J.P.•IRON IR FIELD PIP[ IRON ROD TYP. RLPL.C. TYPICAL POINTOrREVERSE CURVATURE POINT Or COMPOUND LIIRVATURE NOTES: THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CA CONCRETE MONUMENT RAD RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER S1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SETIA. I2' IR. •/BIB 4396 NA. NON -RADIAL 2. UNLESS EMDOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL DO SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECOV[R[D W.P. WITNESS POINT 1 THIS SURVEY' WAS PREPARED FROM TITLE NFORIATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PLC, POINT OF COMMENCEMENT CENTERLINE PA-H rs. PERMANENT RErERENCE mo;IMENT FINISHED FLOOR [LEVATIQ! C NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED -UNLESS OTHERWISE SHOWN. NLD NAIL t DISK BSL BUILDING SETBACK LINE THIS yyly IS PREPARED FOR THE SOME BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ V RIGHT-OF-WAY 3A BENCHMARK IT. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. ESMT. EASEMENT D.P. BASE BEARING 7. BEARINGS. ARC BASED ASSUMED DATUM AND ON THE LINE SHOWN AS RISE BEARING (B.B.) DRAIN. UTILDRAINAGE UTILITYQ ELEVATIONS. IF SHOWN. ARE BASED ON NATIONAL GCODETIC VERTICAL DATUM OF ID2B.. UNLESS OTHERWISE N07ED. CLFC. CHAIN LINK rCMCC D. CERTIFICATE OF AUTHORIZATION N°. 4390. ' VOFC. WOOD rENCE C/ B CONCRETE BLOCK P. C. POINT OF CURVATURE P. T. POINT OF TANGENCY DCSC. DESCRIPTION R • RADIUS L ARC LENGTH 0 • DELTA C • CHORD C. B. CHORD BLARING QD NORTH CERTIFIED BY.' I SCALE H- 1 • -20 DRAWN BY: ••' I iP.P AP PLOT PLAN 02-21-18 ORDER No._ _ 1012- 18 THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' ZONE 7L' MAP 1 12117CO090 F (09-28-07) 4_ TO USENM . R.. 1 4714 JAMES W. SCOTT, R. L S 1 , , RECORD COPY Filename: PARK SQ SPRUCE.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2774 2 1 Lighting Summary Standard 6,438 6,438 Optional 12,822 6,438 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 Dryers 4,480 OSANFFORD Dryer No. No? Nameplate Line Neutral 1 1 5000 3 0 q18-1289 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 27.0 240 6,480 0 1 M 1 1 2.0 240 480 0 i M 1 1 5.0 240 1,200 0 1 1 1 1 27 240 1 6,480 0 Heat/Cool Summary Standard 14,640 0 Optional 14,640 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 4. 1 27 240 Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY Standard Line Neutral Total Total = 47,058 16,668 Maximum Amperage = 196 69 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 37,881 16,668 Maximum Amperage = 158 69 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: P2774AC - Park Sq Hm/Spruce A or C 2774_Bonus MiTek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P2772AC Model: SPRUCE 2%a'A or3 10-4115 Lot/Block: 231 Subdivision: WYNDHAM PRESERVE 60' Address: 2631 FLYCATCHER WAY City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): 4VtLDIly0DesignCode: FBC2017/TP1201 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf SANFORU Floor Load: 55.0 psf This package includes 69 individual, ate uss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date INo. I Seal# ITruss Name Date13/1/181IT13375829JA13/1/18 112 1 T13375840 1 Alt 12 I T 13375830 I A2 13/1/18 113 I T13375841 I A 13 13/1/18 I 13 IT13375831 IA3 13/1/18 114 I T13375842 I A14 13/1/18 I 14 I T 13375832 I A4 13/1/18 115 I T13375843 I A15 13/1/18 I 15 IT13375833IA5 13/1/18 116 IT13375844IA16 3/1/18 I 16 I T 13375834 I A6 13/1/18 117 I T13375845 I A17 13/1/18 I 17 IT13375835 IA7 13/1/18 118 I T13375846 I A18 13/1/18 I 18 I T13375836 I A8 13/1/18 119 I T13375847 I A19 13/1/18 I 19 I T 13375837 I A9 13/1/18 120 I T13375848 I A20 13/1/18 I 110 IT13375838IA10 13/1/18 121 IT13375849IA21 13/1/18 I11 I T13375839 I A11 13/1/18 122 I T13375850 I A22 13/1/18 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the junsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently venfied the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. March 1,2018 Albani, Thomas 1 of 2 RE: P2774AC - Park Sq Hm/Spruce A or C 2774_Bonus Site Information: Customer Info: PARK SQUARE HMS Project Name: P2772AC Model: SPRUCE 2774 - A or C Lot/Block: 231 Subdivision: WYNDHAM PRESERVE 60' Address: 2631 FLYCATCHER WAY City: SANFORD State: FLORIDA No. ISeal# Truss Name I Date No. ISeal# I Truss Name Date 23 IT13375851 I A23 3/1/18 166 IT13375894 JV1 3/1/18 124 I T13375852 I A24 13/1/18 167 I T 13375895 I V2 13/1/18 I 25 IT13375853 1131 3/1/18 68 IT13375896 JV3 3/1/18 26 IT13375854 JB1B 3/1/18 169 IT13375897 I V4 3/1/18 27 IT13375855 JB2 3/1/18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 128 IT13375856 I B3 13/1/18 129 IT13375857 1134 13/1/18 I30 IT13375858 I B5 13/1/18 131 IT13375859 I B6 13/1/18 32 IT13375860 JB7 3/1/18 133 IT13375861 I B8 3/1/18 134_ IT13375862 I B9 13/1/18 135 IT13375863 I C1 13/1/18 136 IT13375864 I C2 13/1/18 137 IT13375865 I C3 13/1/18 138 IT13375866 I C4 13/1/18 39 IT13375867 JCJ1 1311118 I40 IT133758681CJ1C 3/1/18 141 IT13375869 I CJ3 13/1/18 142 IT13375870 I CJ3A 13/1/18 143 IT13375871 I CJ5 13/1/18 144 IT13375872 I CJSA 13/1/18 145 IT13375873 I F1 13/1/18 146 IT13375874 JF2 13/1/18 147 IT13375875 I F3 13/1/18 148 IT13375876 I F4 13/1/18 149 IT13375877 I F5 13/1/18 150 IT13375878 I F6 13/1/18 151 IT13375879 I F7 13/1/18 152 IT13375880 I F8 13/1/18 153 IT13375881 I F9 13/1/18 154 IT13375882 I F10 13/1/18 155 IT13375883 I F11 13/1/18 156 IT13375884 I F12 13/1/18 157 IT13375885 I FG1 13/1/18 158 IT13375886 I FG2 13/1/18 159 IT13375887 I J3C 3/1/18 I60 IT13375888 I J5 13/1/18 161 IT13375889 I J7 13/1/18 162 IT13375890 I KJ4C I3/1/18 163 IT13375891 I KJ5 13/1/18 164 IT13375892 I KJ7 13/1/18 165 IT13375893 I M1B 13/1/18 2 of 2 Job Truss Truss Type oty PlyPark Sq Hm/Spruce A or C 2774_Bonus T13375829 P2774AC Al HIP 1 1 Job Referenceti Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Mar 1 14:48 15 2018 Page 1 ID. Vagtd Wn9cinOU30 BshofiPzidh4-V4a8vpddlJSacyaEYBLfd HA4uyLOfSwb2JZ4RfzfFtk 17-0-0 10-8-0 14-4-0 19-9-5 25-2-11 30-8-0 34-0 38.0-0 41-2-2 45-0-0 3-114 3-2-2 3.8-0 3-0-0 SS5 SS5 SS5 3-8-0 3$0 3-2-2 3-9-14 5.o0 12 Sx5 4 3x6 = 1.5x4 II 300 = 3x6 = 3x4 = 1.5x4 II 3x6 = 5z5 = 26 27528 29 6 30 31 327 33 8 34 9 35 36 3710 38 11 40 39 41 12 . Scale = 1.76.9 21 42 43 M 20 45 46 47 79 48 49 50 18 51 52 53 17 54 55 56 16 4x6 = 4x8 = 7x8 = 2x4 II 4x4 = 7x8 = 44 — 4x6 = 7.0.0 6+0 VjSS5 SS5 51.5 0-0 7-4-0 7-" Plate Offsets (X Y1- 117:0-3-12 0-4-81. 120.0-3-12 0-"1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.99 Vert(LL) -0.04 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.09 18-19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 4-9-2 oc puffins. 4-8: 2x4 SP No.1 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 7-20. 9-17 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=67(LC 7) Max Uplift All uplift 100 lb or less at jolni(s) except 2=235(LC 8), 20=760(LC 8), 17=761(LC 8). 14=-234(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=762(LC 1), 20=3162(LC 17), 17=3121(LC 18), 14=773(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3 =14381406, 3-4=11921296, 4-5=1065/292, 5-6=267/1294, 6-7=267/1294, 7-9=632/197, 9-10=271/1240, 10-11=271/1240, 11-12=1091/289, 12-13=1220/293, 13-14=1465/403 BOT CHORD 2-21=317/1315, 19-20=89/647, 18-19=89/647, 17-18=-85/632, 14-16=314/1340 WEBS 3-21=3431171, 5-21=-192/1155, 520=1860/521, 6-20=580/269, 7-20=2164/535, 7-19=0/449, 9-18=0/430, 9.17=2090/529. 10-17=583/271, 11-17=1842/522. 11-16=194/1138, 13-16=343/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. This Item lies been 11; Exp B, Part. Encl., GCpi=0.55; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. Sealed by Albani, Thomas, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COpleS Of this 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 2, 760 lb uplift at document are not considered joint 20, 761 lbupliftatjoint17and234lbupliftatjoint147) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 179 lb up at signed and sealed and the 7-0-0. 123 lb down and 92 lb up at 9-0-12, 123 lb down and 92 lb up at 11-0-12. 123 lb down and 92 lb up at 13-0-12. 123 lb down signature must be verified and 92 lb up at 15-0-12, 123 lb down and 92 lb up at 17.0-12, 123 lb down and 92 lb up at 19-0-12, 123 lb down and 92 lb up at on ,any Iectronic copjeS. 1 21-0-12. 123lbdownand92lbupat21-11-4. 123 lb down and 92 lb up at 23-11-4, 123 lb down and 92 lb up at 25-11-4, 123 lb 9 Thomas"A Alba.gt" down and 92 lbupat27-11-4, 123 lb down and 92 lb up at 29-11-4, 123 lb down and 92 lb up at 31-11-4, 123 lb down and 92 lb up at 33-11-4, and 123 lbdown and 92 Ib up at 35-11-4, and 223 lbdown and 179 lb up at 38-0-0 on top chord, and 4l l lbdown and o.393 , M) ekl SA; Iqc. f L GR 66 I33611T' 70 lb up at 7-0- 0, 88 lb down at 9 12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, 88 lb down at 6989 PaikfE 9tBlv2 TO 17-0-12. 88 lb down at 19-0-12. 88 lb down at 21-0-12, 88 lb down at 21-114, 88 lb down at 23-114, 88 lb down at 25-114. 88 lb sD te; down at 27-114, 88 lb down at 20-11-4, 88 lb down at 31-114, 88 lb down at 33-114, and 88 lb down at 35-114, and 411 lb March 1,2018 Q WARNING • Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MP7473 rev. 10)=05 BEFORE USE. Design valid for use only with MTekm connectors. This design IS based only upon parameters shown, and is for an individual building component. not a truss system. Before use. the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of incirvldual truss web and/or chord members ony Additional temporary end permanent bracing u always required for stabdity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rat, llel L fabrication, storage• delivery• erection and bracingof trusses and truss systems, see ANSVTPI/ Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Nexandna, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty plyPark Sq Hm/Spruce A or C 2774_Bonus T13375829 P2774AC Al HIP 1 1 Job Reference footionah Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14,48:15 2018 Page 2 ID:Vagtd Wh9cinQU3QBshofiPzidh4-V4a8vpddlJSacyaEYBLfdHA4uyL0(Swb2JZ4RfzfFtk NOTES- 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-12=60, 12-15=60, 2-14=-20 Concentrated Loads (lb) Vert: 4=176(B) 8=123(B) 12=-176(B) 21=411(B) 16=411(B) 26=123(B) 28=123(B) 29=-123(B) 30=123(B) 31=123(B) 32=123(B) 33=123(B) 34=123(B) 35=123(B) 36=123(13) 37=123(B) 38=123(B) 39=123(B) 41=123(B) 42=71(B) 43=71(B) 44=-71(B) 45=71(B) 46=71(B) 47=-71(B) 48=71(13) 49=71(B) 50=71(B) 51=71(B) 52=-71(B) 53=71(B) 54=71(B) 55=71(8) 56=71(B) Q WARNING • Verify design pa stmafars and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MD-7477 rw. 10/0=015 BEFORE USE. Design who for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing qMisalwaysrequiredforstabilrryandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Duality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375830 P2774AC A2 HIP 1 1 Job Reference(ontionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2ul / Mi l eK Industries, Inc. I nu near 1 14'4152111 2U1t1 rage 1 I D:VagtdMgcinOU30 BshoftPzidh4-4nROrcoPSeDbl6twN7bxCEla3bOjxq 1 eGUygxrzfFtW 1 4-9-14 9-0-0 13$-0 198.11 2SS5 31-0 36-0-0 40-2-2 45-0-0 4_",4-2-2 4-8-0 S1Q11 510-11 510-11 4$-0 42-2 4-9-14 5x8 = 5.00 12 4 it 1.5x4 II 3x4 = 3x6 = 3x8 = 1.5x4 II 5x8 = 5 32 33 6 7 e 34 35 9 36 10 Scale = 1.77.3 i 3x6 = 22 2211 20 19 18 17 16 15 14 3x4 = US = 3x6 = 3x4 = 1.5x4 II 4x6 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.14 14-28 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.29 14-28 618 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS 3x8 = PLATES GRIP MT20 244/190 Weight 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5 2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=1106(LC 12), 21=661(LC 12), 12=302(1-C 12), 116=190(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=319(LC 17), 21=1936(LC 17), 12=862(LC 18), 16=679(LC 22) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=131/387, 45=-473/1064, 5-6=-473/1064. 6-8=316/199, 8-9=-802/546, 9-10=-802/546, 10-11=1195/654, 11-12=1582/894 BOT CHORD 21-22=337/304, 19-21=0/316, 18-19=257/805, 16-18=257/805, 15-16=257/805, 14-15=-424/1044,12-14=755/1431 WEBS 3-22=498/387, 4-22=-115/398, 4-21 =-1 082/551, 5-21=353/280, 6-21 =-1 5521789, 6-19=170/490, 8-19=-617/358, 9-15=-342/273, 10-15=-367/155, 10-14=150/464, 11-14=461 /368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II, Exp B; Part. End., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 9-0-0, Exterior(2) 9-0-0 This item has beento42-4-6, Interior(1) 42-4-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Albans, Thomas, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 2, 661 lb uplift at document are not considered joint 21, 302 lb uplift at joint 12 and 190 lb uplift at joint 16. signed and Sealed and the signature must be verified on.pny,lectronicJilbaniPERJii.393 co es. i Thomas it 0 A1i ieki SA; I :"FL'Cirt fits _ 699!'PaikliE 1 . G3 - S $a z te4 March 1,2018 Q WARNING - Varffy design parameters and READ NOTES ON THIS AND INCLUDED fITEK REFERENCE PAGE WI-7473 m. f 0A0.1R015 BEFORE USE. Design valid for use only with MTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the R fabrication, storage, delmery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Piste Institute, 218 N. Lee Street, Suite 312, Ale.ndna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq Hm/Spruce A or C 2774_Bonus JPty T13375831 P2774AC A3 HIP 1 1 e all MiO-FlonOa Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48:34 2018 Page 1 ID:VagtdMgcinOU3QBshofiPzidh4-RkEJvJrXG8ruOtXuAgB6vFfTLbcnDc1 WOQmfbc3zfFIR 1 5-9-14 11-0-0 18-8-0 26-4-0 34-" 39-2-2 45-0-0 4 5-9-14 5-2--2 7-0 7-8.0 7-8.0 12-2 ell4 5x5 = 5.0o 12 3x4 = 3x4 = 3x6 = 5x5 = 27 5 28 6 7 29 30 8 Scale = 1:77.3 18 17 16 15 14 13 12 3x6 = 3x4 = 3x6 = 3x4 = 6x6 = 3x4 = 3x6 = 6x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 TCDL 10.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1053/041-0, 13=2447/0-4-0. 10=220/0-8-0 Max Horz 2=101(LC 11) Max Uplift 2=224(LC 12), 13=-448(LC 12), 10=71(LC 12) Max Grav 2=1073(LC 21), 13=2447(LC 1), 10=273(LC 22) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.09 18-21 >999 240 MT20 244/190 Vert(CT) -0.22 18-21 >999 180 Horz(CT) 0.05 13 n/a n/a Weight: 217 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2083/751, 3-4=1877/696, 4-5=1310/509, 5-7=542/235, 7.8=385/1422, 8-9=77/584, 9-10=62/508 BOT CHORD 2-18=627/1891, 17-18=368/1375, 1517=255/1126, 13-15=286/196, 12-13=693/321, 10-12=-442/118 WEBS 3-18=342/244, 4-18=-179/518, 5-17=-60/372, 5.15=942/377, 7-15=316/1145, 7-13=-1781/660, 8-13=1209/479, 8-12=187/540, 9-12=358/249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft, B=45ft; L=45ft; eave=6ft, Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0, Imenor(1) 3-6-0 to 11-0-0. Exterior(2) 11-0-0 to 40-4-6, Interior(1) 40-4-6 to 46-0-0 zone,C-C for members and forces d 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 224 lb uplift at joint 2, 448 lb uplift at joint 13 and 71 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.ny.,Plectronic cop 0es. Thom i A• Alban.It.PENo:3931! r MiYektiSA,•'I"c f[.CM 86 • 68B4YPark1;' E t'61v. i , 611i' ap te* March 1,2018 Q WARNING - Varify dasrgn p.ramafers and READ NOTES ON THIS AND INCLUDED e1ITEK REFERENCE PAGE bUl-7477 ray. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must vent' the applicabil4y of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing 114A i T" lii is always required for stability end to prevent cobapse with possible personal injury and properlydamage For general guidance regarding the alL n.5 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insinute, 218 N. Lee Street, Suite 312. Alenndna, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375832 P2774AC A4 HIP 1 1 Job Reference o f al Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar t 14:48:35 2018 Page 1 ID:VagtdWh9anOU308shoffPzidh4-vxoi6fs91 Sz10164jOiLRV?ak074LWHXe0P88VzfFtO 1 6-9-14 13.6-0 25-" 32-0-0 3&2-2 45.0.0 6-9.14 6-2-2 6-0 6-4-0 6-4-0 6-2-2 6-9-14 s nn FT 3x6 = 5x5 = 3x4 = 3x4 = 3x6 = 26 5 6 7 27 5x5 = Scale = 1.77 3 18 17 16 29 30 15 31 32 14 13 12 3x4 = 3x6 = 3x4 = 6x6 = 3x4 = 3x6 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 10.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 3x6 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.10 1517 >999 240 MT20 244/190 Vert(CT) -0.24 18-21 >999 180 Horz(CT) 0.05 13 ri n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1050/04)0, 13=2458/0-4-0, 10=212/043-0 Max Harz 2=118(LC 10) Max Uplift 2=224(LC 12), 13=-448(LC 12), 10=71(LC 12) Max Grav 2=1076(LC 21), 13=2458(LC 1), 10=283(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2045/709, 3-4=1946/748, 4-5=1137/485, 5-7=477/241, 7-8=284/1208, 8-9=37/597, 9-10=70/559 BOT CHORD 2-18=581/1849, 17-18=288/1193, 15-17=-163/883, 12-13=862/403, 10-12=-485/155 WEBS 3-18=-401/268, 4-18=-299/762, 5-17=123/432, 5-15=844/334, 7-15=280/1043, 7-13=-1668/608, 8-13=1087/444, 8-12=308/788, 9-12=411/271 Weight: 225 Ib FT = 20% Structural wood sheathing directly applied or 3-6-2 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0, Intenor(1) 3-6-0 to 13-0-0. Exterior(2) 13-0-0 to 38-2-11, Interior(1) 38-2-11 to 46-0-0 zone,C-C for members and forces d 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 vide 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 224 lb uplift at joint 2, 448 lb uplift at joint 13 and 71 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On. ny,,qlectronic cTes. Thomac':AAlbam,,,.,ENp:393E11 Mi ek,tiSAjlf¢'c>FL.CM;86 6904Park t;Et'BIvJia T 61 p,teti March 1, 2018 Q WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED 1NITEK REFERENCE PAGE UII-7473 ray. fON312015 BEFORE USE. Design valid for use only with Mrrekm connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the spithcabdity of design parameters and property incorporate this design into the overall building design Bracing indicated 15 to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Crtterla, DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375833 P2774AC A5 HIP 1 1 Job Reference(optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:36 2018 Page 1 ID.VagtdWh9anOU3OBshofiPzidh4-N7M4J?toom5ceBhGH5Da iYIWOSz4 ?gt48hhxzfFtP 1 7-3.14 14-0-0 19-0 25.4-0 31-0-0 37-6-2 45-0-0 7J-14 6$-2 5-&-0 5-0 543-0 6.8-2 7-3.14 5x5 = 4 26 3x4 = 3x4 = 5x5 5 27 286 29 7 30 Scale c 1.77.3 17 lb 13 JL JJ 14 :H J3 115 12 11 1.5x4 II 3x6 = 3x4 = 6x8 = 1.5x4 II 3x6 3x6 = 6x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.11 14-16 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.23 17-20 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matnx-MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/sae) 2=1047/0-8-0, 12=2462/0-4-0, 9=210/0-8-0 Max Horz 2=126(1_C 10) Max Uplift 2=224(LC 12), 12=-447(LC 12), 9=72(LC 12) Max Grav 2=1076(LC 21), 12=2462(LC 1). 9=289(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2036/691, 34=1235/472, 4-5=1075/484, 5-6=458/247, 6-7=239/1112, 7-8=275/1154, 8-9=83/560 BOT CHORD 2-17=561/1835, 16-17=561/1835, 14-16=-126f784, 11-12=486/170, 9-11=-486/170 WEBS 3-17=0/313, 3-16=840/359, 516=155/495, 514=-814/318, 6-14=-269/1024, 6-12=1606/584, 7-12=753/313, 8-12=-866/368, 8-11=0/321 PLATES GRIP MT20 2441190 Weight: 230 lb FT = 20% Structural wood sheathing directly applied or 3-4-12 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 3-16. 6-12, 8-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 8=45ft; L=45ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0, Interior(1) 3-6-0 to 14-0-0, Exterior(2) 14-0-0 to 37-4-6, Interior(1) 37-4-6 to 46-0-0 zone:C-C for members and forces 3 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 24)-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 2, 447 lb uplift at joint 12 and 72 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,pny„,qlec>ronic Co es. I Tftomac"A: Altian,.l 1frE No.39389OrJ 69f1.1 Piikb'E Sf'Blv.$i ,8 R s March 1,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MAST' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1L5155 slL fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexandna. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty PlyPark Sq Hm/Spruce A or C 2774_Bonus T13375834 P2774AC A6 HIP 1 1 Job Reference o t' Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:37 2018 Page 1 ID VagtdV h9anOU30BshoftPzidh4-rJwSXLuOZ3DTFLGTrpkpXw5y4pngpOTg6kuFDOzfFtO 11-0-0 5.8-11 10-0-10 15-10-8 22-0 29-1-8 ,30-0, 32-8-0 1-0 0( 5$11 54}14 5 0 14 6 7-8 F 6-7-8 1-2$ 2_ Scale = 1:55.7 5.00 12 4x4 = 3x4 = a 21 22 7 23 3x4 4x8 = 8 24 9 7 14 -' 13 -- 12 11 3x4 3x4 = 5x8 = 4x4 = 4x4 = 3x6 II 8-3-2 15-10-6 22.0 20-1-8 i B-3-2 I 7-7.6 6.7-0 6-7-8 1.2-8 Plate Offsets (X YH- f2 0-0-14.Edge1 f8.0-5-8 0-2-01 114 0-0-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.27 14-15 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 2=1262/0-8-0, 11=1361/04-0 Max Horz 2=153(LC 12) Max Uplift 2=248(LC 12). 11=328(LC 12) Max Grav 2=1266(LC 21), 11=1361(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=25727760, 3.5=2319/704, 5-6=1549/539, 6-7=1376/539, 7-8=1082/426, 9-11=-1355/542 BOT CHORD 2-15=808/2343, 14-15=645/1858, 13-14=-336/1082 WEBS 3-15=346/177, 5-15=-84/497, 5-14=646/275, 6-14=21/327, 7-14=163/426, 7-13=-762/345, 8-13=-435/1273, 8-12=996/283, 9-12=219/1110 Structural wood sheathing direly applied or 3.3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-6-8 oc bracing. 1 Row at midpt 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-6, Intenor(1) 2-0f to 15-10-8, Exterior(2) 1510-8 to 32-8-0 zone;C-C for members and forces 3 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 nonconcument 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 id 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 248 lb uplift at joint 2 and 328 lb uplift at joint 11. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On.,pny,,lectronic Co es. i Thomac:A:/+Ib,n.i PENti:393 0 A7i iektiS A I ¢'c:L CaA;86 ' _- 698lPa7kb'E afBlv:i 3361,0, March 1,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/0312015 BEFORE USE. Destpn valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of demgn parameters end property incorporate this design into the overall j building design. Bracing indicated ,s to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing 8isalwaysrequiredforstabilityandtopreventcosapsehisfiWithpossiblepersonalinjuryandpropenydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute. 218 N Lee Street, Suite 312. Aleiundna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375835 P2774AC A7 HIP 1 1 Anh efe(optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 M7ek Industnes, Inc. Thu Mar 1 14.48.38 2018 Page 1 ID VaatdVVh9anOU30BshoffPzidh4-JWrokhv2KNLKtVrfPWF237d6FD53YrazLOdolazfFtN ar 64-11 5-8-14 5-8-14 4-7-8 4-7.8 3-2-8 2-4-0 i Scale = 1 55.7 5.00 72 4x4 = 3x4 = 4x4 = 6 721 22 23 6 13 12 11 Ix4 3x4 = 3x4 = 3x8 = 4x8 = 3x6 II 9.3-2 17-10-8 9-3.2 8-7-6 27-1-6 i30-4-0 0-3-0 3-2-8 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(ILL) 0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.40 12-13 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12. 9-11 REACTIONS. (lb/size) 2=1262/0-8-0.11=1361/0-4-0 Max Horz 2=153(LC 12) Max Uplift 2=248(LC 12), 11=328(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=25141744, 3-5=2224/(379, 5-6=1347/489, 6-7=1179/496, 7-8=-459/236, 8-9=545/260, 9-11=1361/598 BOT CHORD 2-15=787/2286, 13-15=600/1733, 12-13=290/912 WEBS 3-15=396/200, 5-15=-97/554, 5-13=737/309, 6-13=24/282, 7-13=153/5", 7-12=-889/355, 9-12=277/1048 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1811; B=4511; L=30ft, eave=oft, Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-6, Intenor(1) 2-0-6 to 17-10-8. Exterior(2) 17-10-8 to 31-5-0, Interior(1) 31-5-0 to 32-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 248 lb uplift at joint 2 and 328 lb uplift at joint 11. Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110111.7472 rev. 1010712015 BEFORE USE. Design valid for use only mth M7ek® connectors This design is based only upon parameters shown, and is for on individual building component. not truss system. Before use, the building designer must venty the applrability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is shvays required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Duality Criteria, DSB 89 and SCSI Building Component Safety Information available from Truss Plate Institute, 21e N. Lee Street, Suite 312, Nexandna. VA 22314. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,pny electronic copies. i Thomas`,4 AlbanikPE=No.3836 0 A i iektlSA lrle: Fl.art7 86 6904 F ikliE aCBI4:5r434} i te} March 1,2018 WWI- NitNMI6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375836 P2774AC A8 HIP 1 1 job Reference(optionall Mid-Flonda Lumber, Bartow, FL. 8.13D s Sep 15 z017 rim I ex Industries, Inc. I nu near 1 14:46'39 ZUItl rage 1 r A 7-0-11 6-4-14 6-4-14 5-3-0 5-2-8 24-0 ' Scale = 1.56.1 4x4 = 08 = r 6 20 2122 7 12 "' 11 10 4x4 3x4 = 4x4 = 3x8 3x4 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.22 12-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.45 14-17 803 180 BCLL 0.0 Rep Stress Iner YES WB 0.46 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 2-13: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1262/041-0, 10=1361/0-4-0 Max Harz 2=153(LC 12) Max Uplift 2=248(1-C 12), 10=328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2467/718, 3-5=2150/644, 5-6=1146/436, 6-7=997/452, 7-8=736/327, 8-10=-1313/608 BOT CHORD 2-14=757/2286, 12-14=545/1658, 11-12=-182/625 WEBS 3-14=-443/225, 5-14=106/645, 5-12=-838/333, 7-12=2611766, 7-11=639/247, 8-11=286/984 PLATES GRIP MT20 244/190 Weight 185 lb FT = 20% Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals. Rigid ceiling directly applied or 7-1-13 oc bracing. 1 Row at midpt 5-12, 7-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft. L=30ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-6, Intenor(1) 2-0-6 to 19-10-8, Exterior(2) 19-10-8 to 29-5-0, Interior(1) 29-5-0 to 32-M zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 2 and 328 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on. ny.,lectrorlic copjes. Thomas"Aj/ilb ai PErNo.363e0 Miiikl]SA Iqq"c--rF,Cart fib,, I- 991 Piiki'F af B1v 2.'a n'!F 61k date; March 1,2018 Q WARNING - Verily dtsign param f and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W1.7473 i— 10/0=015 BEFORE USE. Design valid for use only with MRekS connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters end property incorporate this design uito the overall budding design. Bracing indicated is to prevent buclduig of individual truss Web and/or chord members only Additional temporary and permanent bracing 114'A '" is always required for stability and to prevent collapse with possible personal injury and pmperry damage For general guidance regarding the }i fabrication, storage, delivery, erection and bracing of trusses and truss systems, am ANSIrrPI1 Quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty PlyPark Sq Hm/Spruce A or C 2774 Bonus T13375837 P2774AC Ag HIP 1 1 ReferenceJobia Mid -Florida Lumber, Banow, FL. 7-8-11 7-0-14 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14:48:40 2018 Page 1 Vagtd Wh9cinOU30BshofiPzidh4-Gubb9Mwl s_b 16o_t Wxl WBYiPOl nZOkcGoi6vq)zfFtL 21-10-8 3-1-8, 30-4-0 I 3 7.0-14 1-3-0 7-2-8 2-4-0 Scale = 1.65.3 4x4 = Sx5 = 15 14 ro [O 12 11 10 3x4 = 1 5x4 II 3x4 = 3x4 = 3x6 II 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 200 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.21 12-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.43 12-14 851 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 2=1262/0-8-0, 10=1361/0-4-0 Max Horz 2=153(LC 12) Max Uplift 2=248(LC 12), 10=328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2484/661, 3-5=1728/525, 5-6=915/356, 6-7=759/375, 7-8=907/369, 8-10=-1331 /601 BOT CHORD 2-15=702/2228, 14-15=702/2228, 12-14=-469/1550, 11-12=206/762 WEBS 3-15=0/304, 3-14=779/266, 5.14=80/569, 5-12=1043/373, 6-12=-92/260, 8-11=265/996 PLATES GRIP MT20 244/190 Weight: 186 lb FT = 20% Structural wood sheathing directly applied or 2-51 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-12. 7-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft, B=45ft; L=3011; eave=4ft; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-6, Interior(1) 2-0-6 to 21-10-8, Exterior(2) 21-10-8 to 23-1-8, Interior(1) 27-5-0 to 32-8-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 2 and 328 lb uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On.,pny,,qlectronic copes. t•Thomas'.A Alb,,ri..i1',,PERJo.3638 0Miek;tjSA l¢'c.:FL,C_aR66 Rtil . 6994 3381)3', pate; March 1,2018 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE WI.7473 raw. 10/03/2015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, end is for on individual building component, not truss system Before use. the building designer must verity the applicability of design parameters and property Incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection end bracing of misses and truss systems, see ANSITPIt Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Py Park Sq Hm/Spruce A or C 2774 Bonus T13375838 P2774AC A10 COMMON 1 2 Job Reference ot'oa Mid-Flonda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MrTek Industries. Inc. Thu Mar 1 14:48.17 2018 Page 1 ID: VagtdWn9cinOU30BshofiPzidh4-RTtuKVetHwil sGkcgcN7liGSslxz7JZtVd2B WYzfFli 1 59-7 10.11-0 16-0-10 18-7-7 22-0-0 26-3-4 30-0-0 32-M 0-0 59-7 St-10 51-10 2.6.13 3-10-9 3-9 4-0.12 2J-0 I 6x12 MT20HS II 5 00 F 16 . 15 14 ---- 12 11 3x8 II 7x6 = 12x12 = 1ox10 = 10x10 = 3x8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 TCDL 10.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr NO WB 0.98 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4 2x4 SP No.1 BOT CHORD 2x8 SP DSS 'Except' 11-14 2x8 SP No.2 WEBS 2x4 SP No.3 'Except' 9-11: 2x6 SP No.2, 9-12: 2x4 SP No.2, 7-13: 2x4 SP No.1 REACTIONS. (lb/size) 2=5835/0-8-0, 11=6912/0-4-0 Max Horz 2=153(LC 8) Max Uplift 2=1062(LC 8), 11=906(LC 8) Max Grav 2=6219(LC 2). 11=10202(LC 2) DEFL. in (loc) I/defl Ud Vert(LL) -0.26 14-15 >999 240 Vert(CT) -0.57 15-16 >631 180 Hofz(CT) 0.11 11 n/a n/a Scale = 1.63.3 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 534 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-11. 6-13, 7-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=16093/2681, 3-4=13989/2226, 4-5=11110/1560, 5-6=11073/1603, 6-7=-8302/908, 7-8=5100/520, 8- 9=5131/477, 9-11=9592/911 BOT CHORD 2-16=2559/ 14825, 1516=2559/14825, 14-15=2066/12823, 13-14=1030/8791, 12-13=583/6444 WEBS 3-16=291/1675, 3- 15=2460/524, 4- 15=726/3484, 4-14=3918/891, 9-12=-688/8709, 6-14=-1156/4887, 6-13=3865/950, 7-13= 1026/9307, 7-12=-4660/598 NOTES- 1) 2-ply truss to be connected together with 10d ( 0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0- 7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at D-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; VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf; h=18tt; B=45ft; L=30ft, eave=4tt; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSIrrP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1062 Ib uplift at joint 2 and 906 lb uplift at joint 11. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. pny.,lec_tronic CO .es. j ThomAcAlbaas" -ni,PE; N6A3 U MJ kliS1AA 12. FL, Cort;66 69D.1 Piirki'E- sf'BIv;810; March 1,2018QWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10Ae3/2015 BEFORE USE. Design valid for use only wM Mrekm connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall of building design. Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only. Additional temporary and permanent bracing M:A ^ is always required for stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the ?rI fabrication. storage, delivery, erection end bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-09 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2111 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375838 P2774AC A10 COMMON 1 2 Job Re e(ootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48 17 2018 Page 2 I D:Vagtd Wh9cinOU30BshofiPzidh4-RTiuKVetHwil sGkcgcN7jiGSst1¢7JZtVd2B WyzfFtj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1683 lb down and 342 lb up at 7-0-12, 708 lb down and 186 lb up at 9-0-12, 708 lb down and 186 lb up at 11-0-12, 708 lb down and 186 lb up at 13-0-12, 708 lb down and 195 lb up at 15-0-12, 717 lb down and 195 lb up at 17-0-12, 708 lb down and 198 lb up at 19-0-12, 4850 lb down at 21-2-4. 1408 lb down at 23-1-12, and 1408 lb down at 25-1-12, and 1408 lb down at 27-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=60, 7-9=-60, 9-10=60, 2-11=20 Concentrated Loads (lb) Van. 15=708(B) 13=2836(B) 19=1683(13) 20=-708(8) 21=-708(B) 22=-708(B) 23=-708(B) 25=-708(B) 28=370(13) 30=-370(B) 31=-370(B) 32=246 Q WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rw. 1010312015 BEFORE USE. Design valid for use only with MFrekm connectors. This design is based only upon parameters shovm, and is for an Individual building component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated a to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IltA is always required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the febncation, storage, delivery. erection and bracing of trusses and truss systems, tea ANSUTPH Oualhy Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ne.ridna, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375839 P2774AC All HIP 1 1 b Reference (optional Mid-Florida Lumber, Bartow, FL. 741-0 1-0-0 3-9-14 3-2-2 5.00 12 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Mar 1 14:48 18 2018 Page 1 I D 'Vagtd Wn9onO U308shofiPzidh4-vfGGYrfV2Eg9TOJpEJuM FvobF9LBsgm 1 kHnl2_zfFth 4-0-14 3-11-2 3.11-2 4-0-14 3-2-2 3-5-14 6x8 = 3x4 = 1.5x4 II 3x4 = 4x12 = 4 22 23 5 24 25 6 26 7 27 8 Scale c 1.51.3 1.Sx4 1.5x4 3 9 2 15 28 14 29 13 30 12 31 11 4x8 _ 3x4 = 3x8 = 5xl2 MT20HS = 3x8 = 3x4 = 7-0-0 6-8.0 04 Plate Offsets (X Y)— r2'0-0-0 0-0-41 14 0-5-4 0-2-41 18:0-8-8 0-2-01 110 0-0-0 0-0-111. 112 0-3-80-1-81 113:0-6-0 0-3-41. 114 0-3-8 0-1-81 LOADING ( psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.39 13 907 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.78 13.14 454 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight. 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 8: 2x4 SP No.1, 8-10. 2x4 SP DSS BOT CHORD Rigid ceiling directly applied or 6-5-1 oc bracing. BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 WEDGE Right, 2x4 SP No.3 REACTIONS. ( lb/size) 10=2462/0-8-0, 2=2496/0-8-0 Max Horz 2=57(LC 24) Max Uplift 10=453(LC 8), 2=485(LC 8) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5761/1076, 3-4=-5563/1034, 4-5=6572/1244, 5-6=6985/1314, 6-7=6985/1314, 7- 8=6506/1232, 8-9=-5383/1004, 9-10=5370/1012 BOT CHORD 2-15=962/5273, 14-15=891/5143, 13-14=-1162/6572, 12-13=1151/6506, 11- 12=865/4984, 10-11=-890/4846 WEBS 3-15=282/170, 4-15=-23/669, 4-14=335/1811, 5-14=842/247, 5 13=91/550, 6- 13=-467/176, 7-13=-105/631, 7-12=-883/254, 8-12=353/1919, 8-11=0/525, 9- 11=-211/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=oft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Alban/, Thomas, PE 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 using a Digital Signature. will fit between the bottom chard and any other members. Printed COpIAS Ot this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 10 and 485 lb uplift document are not considered atjoint2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 176 lb up at signed and sealed and the 7- 0-0, 123 lb down and 92 lb up at 9-0-12. 123 lb down and 92 lb up at 11-0-12, 123 lb down and 92 Ib up at 13-0-12. 123 lb down signature must be verified and 92 lb up at 15-0-12, 123 lb down and 92 lb up at 16-11-4, 123 lb down and 92 lb up at 18-11-4, and 123 lb down and 92 lb up on., n lectronic eopjeS. at 20-11-4, and 223 lb down and 176 lb up at 23-0-0 on top chord, and 411 lb down and 70 lb up at 7-0-0, 88 lb down at 9-0-12, 88 ay ' A Thomas;A Alti ni PETlo.393 0 lb down at 11-0-12. 88 lb down at 13.0-12, 88 lb down at 15-0-12. 88 Ib down at 16-11-4. 88 Ib down at 18 11 4, and 88 lb down at 20-11, and 411 lb down and 70 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the J" MITeKOSA' I 'c-`F C4rt fib14 6981 Parki'E f'Blv.'a responsibility of others. pfii i 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). March 1,2018 Q WARNING -Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7477 —. 10/03/2015 BEFORE USE. Design valid for use only with MTeke connectors. This design ,s based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing s always required for stability and to prevent cagapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type aty PlyPark Sq Hm/Spruce A or C 2774_Bonus T13375839 P2774AC All HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48.18 2018 Page 2 ID: VagtdVuh9cinoU3o BshofiPzidh4-vfGGYrfV2Eg9TQJpEJuMFvobF9L8sgm 1 kHnl2_zfFth LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-8=-60, 8-10=60, 16-19=20 Concentrated Loads (lb) Vert: 4=176(F) 8=176(F) 15=411(F) 14=71(F) 5=123(F) 13=71(F) 6=123(17) 7=123(F) 12=-71(F) 11=411(F) 23=123(F) 25=123(F) 26=123(F) 27=123(F) 28=71(F) 29=71(F) 30=-71(F) 31=71(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11,111.7472 rsv. 1OM312015 BEFORE USE. Design valid for use only with MTekm connectors. This design u based only upon parameters shown, and is for an individual building component, not a truss system Before use, the Wilding designer must vent' the applicability of design parameters and property incorporate this design into the overall huddng design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ilt'J1„' is always required for stability and to prevent cosapse with possible personal injury and property damage. For general guidance regarding the W i 1! fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375840 Jolj P2774AC Al2 SPECIAL 1 Refe a ti al Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 M7ek Industries, Inc. Thu Mar 1 14:48:19 2018 Page 1 ID:VagtdWh9cinOU3OBshofiPzidh4-NsgflBg7pXyO5au7n 1 Obo7LoBZgabGOAzxXlaOzfFlg 1-0.0 4-7-14 i 8$0 12-11-1 1-f 727 1 21-0-0 1 23:13 21- 6 ( 291i-0 31-11 2 , 34-0-0 i 1 "0 4-7-14 4-0.2 4-3-1 4-1-5 3-11-9 2.8-13 2-10.9 2-10.10 2 4_2 2_ A 4x8 = 1 5x4 II 300 = 2x4 II FAP.MjFEEI Scale = 1.60.9 4 0 27 b / 3x4 3 — 1.5x4 II 5x10 = 1.5x4 II 3x4 = 3x4 = Sx8 13121110289 2 f 23 22 21 20 19 18 17 16 15 14 3x4 7.Sx4 11 3x4 = 3x8 = 5x8 MT20HS = 3x4 11 5x10 = 1.5x4 11 4x10 3x4 = 1.5x4 23 2-10-2210.11434-0 10. A 310 f I 2L232672-V-- i 2511 Plate Offsets (X.YI— 14:0-5-4 0-2-01 I8:0-2-8 0-3-41 f20,0-2-12.0-3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) 0.29 19-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.61 19-20 >585 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight. 370lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP DSS except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing, Except: 7-19,8-18,10-18,10-16: 2x4 SP No.2 6-0-0 oc bracing: 15-16. REACTIONS. (lb/size) 2=1374/0-8-0, 16=3844/0-4-0 Max Horz 2=289(LC 8) Max Uplift 2=253(LC 8), 16=664(LC 5) Max Grav 2=1374(LC 1), 16=4137(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2933/472, 34=2540/426, 4-5=2825/477, 5.6=2825/477, 8-9=6707/1144, 9-10=-6707/1144, 10-11=753/3766, 11-12=753/3766, 12-13=288/1561 BOT CHORD 2-23=-668/2667, 22-23=668/2667, 21-22=575/2309, 20-21=640/2984, 19-20=1570/8873. 18-19=1667/9342, 17-18=-373/2343, 16-17=373/2343, 15-16-1561 /288 WEBS 3-22=412/105, 4-22=-25/314, 4-21=941764, 6-21=284/36, 6-20=-263/1889, 6- 8=3477/622, 8-20=-6055/956, 11-16=576/87, 9-18=-442/66, 12-15=-173f727, 12- 16=2412/509. 13-15=-1719/317, 5-21=-265/94, 8-18=2845/557, 10-18=820/4901, 10- 16=6193/959 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'k3") nails as follows: Top chords connected as follows, 2x4 - 1 row at 0-9-0 oc. This item has been Bottomchordsconnectedasfollows: 2x4 - 1 row at 0-9-0 oc. Webs connected a9 follows: 2x4 -1 row at 0-9-0 oc. electronically signed and 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 sealed by Albani, Thomas, PE ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. using a Digital Signature. 3) Unbalanced roof live loads have been considered for this design. Printed COpleS Of this 4) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18R, B=45R, L=34ft, eave=oft; Cat. document 11; Exp 8; Encl.. GCpi=0.18; MWFRS (directional); Cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1 60 are not considered 5) Provide adequate drainage to prevent water ponding. Signed and Sealed and the 6) All plates are MT20 plates unless otherwise indicated. Signature must be Verified 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On.,pny COp(es. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide glectronic Tltomac"A: 4lbani PEMo.0 0 will Id between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 664 lb uplift at iJ" M Miek.OSA, Ir1c::FL Csft;GB joint 16. 6883 ParkE>SFBIv'8t a 1 , L 3361,0, iPZ% 10) Girder carries tie-in span(s): 5-0-0 from 2140-0 to 34-4-0; 5-0-0 from 21-0-0 to 34-4-0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such March 1,2018 Q WARNING - Vadl y design para—I.. and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11101-7473 rev. 10A13/2015 BEFORE USE. Design valid for use only with MTekd9 connectors This design is based only upon parameters shown• and is for an individual building component, not a truss system. Before use. the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Nord members only Additional temporary and pennanem bracing Il4'A ^w71:J is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febncatron, storage, delivery• erection and bracing of trusses and thus systems. see ANSIRPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street. Sues 312, Nexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375&10 P2774AC Al2 SPECIAL 1 Job Reference(optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48:20 2018 Page 2 ID:Vagid Wh9cinOU30BshofiPzidh4-2O17Xh V r4ykTBLkxgKKUm?pKieKCbGr7UWtf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=60, 4-7=-60, 8-13=128, 19-24=-20. 14-19=-73(1`=53) Concentrated Loads (lb) Vert: 8=400 13=400 Q WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED FTITEK REFERENCE PAGE 111110-7473 rw 10,A)"015 BEFORE USE. Design valid for use onty with MTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febnubon, storage, delivery, erection and bracing of trusses end truss systems, see ANSVfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexanone. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HRVSpruce A or C 2774 Bonus T13375841 P2774AC A13 SPECIAL 1 2 Job Reference t' a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:22 2018 Page 1 ID VagtdWh9cinOU30BshofiPzidh4-nRWnNCiO5SKbyleaT9zIOIzJhmd6ocddVyBlzfFtd 1 5.7-14 10.8-0 15-0-0 19-4-0 21-0-0 23-8-13 26-7-0 291i-0 31-10-2 34-" 0-0 5771 5.0.2 4-4-0 4-4-0 1$0 2.8-13 2.10.9 2-10.10 2-4-2 2514 4X8 = snn1717 2x4 II 1x4 II 4x10 = 30 5 31 32 6 7 Scale = 1.62.0 24 23 22 20 19 18 17 16 15 14 3x4 = 1x4 II 3x4 = 3x4 5x7 = 2x4 II 5x10 = ix4 II 3x12 = 3x4 = 1 5x4 II 3x8 = t7-14 10-8-0 15-0-0 1q-d-0 21-0-0 23 13 22-10.2 I57- 14 5-0-2 I 2i0. 2-b22-5-14 Plate Offsets ( X Yl- (4:0-5-4 0-2-0t 16.0-6-0 0-1-121 f8,O-2-0.0-3a1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20. 0 Plate Gnp DOL 1.00 TC 0.89 Vert(LL) 0.27 19-20 >999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.49 19-20 >728 240 BCLL 0. 0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.05 16 n/a n/a BCDL 5. 0 Code FBC2017rrPI2014 Matrix -MS Weight: 379 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 14-21: 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 'Except' 8-18, 10-18,10-16: 2x4 SP No.2 REACTIONS. (lb/ size) 2=1187/0-8-0.16=3050/0-4-0 Max Horz 2=228(LC 12) Max Uplift 2=239(LC 12), 16=419(LC 9) Max Grav 2=1187(LC 1). 16=3569(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2485/810, 3-4=2007/686. 4-5=20341716, 5-6=2034/716, 8-9=5039/1070, 9-10=5039/1070, 10-11=-1964/4345, 11-12=1964/4345, 12-13=902/2071 BOT CHORD 2-24= 962/2246, 23-24=962/2246, 22-23=-761/1801, 20-22=716/2022, 19-20=2367/7697, 18-19=2472/8056, 17-18=-50/1004, 16-17=50/1004, 15-16=2071 /902 WEBS 3-23=503/ 225, 4-23=-66/289, 4-22=76/452, 522=299/158, 6-20=1094/3830, 6-8=-4215/1398, 8-20=6839/1988, 11-16=-524/93, 12-16=-2488/1162, 12-15=4531772, 13-15=2237/972, 9-18=-429/53, 8-18=3209/1490, 10-18=-1690/4666, 10-16=5312/1536 NOTES- 2-ply truss to be connected together with 10d (0.131"xY) 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; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=34ft; eave=4f1; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-5.3, Intenor(1) 2-5 3 to 10-8-0, Exterior(2) 10-8-0 to 20-10-4, Interior( 1) 20.10-4 to 34-2-4 zone; cantilever right exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2 and 419 lb uplift at joint 16. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,any,leetronic CO j Thomas:!. Albin PE- 746.393 00 Mi ek.ASA Ir1e C4rt;fi6 _ 699dPaiki E3sfBhyifain L 810- x i jt6 Q WARNING - Vatly design paramatars and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M11-7473 ray. IOM312015 BEFORE USE. Design valid for use only with Mnek®conneclont. This design is based ony upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall n AN building design Bracing indicatedistopreventbucklingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing USs is always required forstabilityandtopreventco0apsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandna. VA 2.2314. Tampa, FL 36610March 1,2018 Jab Truss Truss Type pry Ply Park Sq Hm/Spfuce A or C 2774 Bonus T13375841 P2774AC A13 SPECIAL 1 Job Reference (ontionall MId•Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48.22 2018 Page 2 ID: VagtdWh9cfnOU30 BshofiPzidh4-nRVJnNCi05SKby 1 caTgzlQtzJhmd600dcfvlyBlzfFtd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=60, 4-6=-60, 6-7=60, 8-13=90, 14-25=10 Concentrated Loads (lb) Vert. 8=692 13=692 Q WARNING • vanity design paramafan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 nal 10,40JR015 BEFORE USE Design valid for use only with Mrek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chard members only Adddional temporary and permanent bracing 11t%1„ 1 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 11h 11 .S fabncauon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII duality Criteria, DSBa9 and BCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375842 P2774AC A14 SPECIAL 1 o e afoa Mid -Florida Lumber, Bartow, FL. 6-7-14 8.130 s Sep 15 2017 MITek Industnes• Inc. Thu Mar 1 14,48,23 2016 Page 1 ID VagldM9cinOU3OBshofiPzidh4-Gd39bYjesmSSaBBmOtUXyzVSgAygX5lmuZWCzfFtc 64L2 4-8-0 4x8 = Sx5 = 4 28 29 5 30 3-" 2-8-13 2-10-9 ' 2-10-10 ' 24-2 ' 2-5-14 Scale = 1:62 0 22 21 -- 19 18 17 16 15 14 13 3x4 = 1x4 II 3x4 = 3x4 = 2x4 II 5x10 = 1x4 II 3x12 = 3x4 = 1.5x4 II 5x8 = i fi7-14 12$-0 4$-0 I 67-14 6-0-2 223-102 283 2fif2-6243-00 2.5- 14 Plate Offsets ( X Y)— 14 0-5-4 0-2-01 [70-2-12 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.00 TC 0.93 Vert(LL) -0.28 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.52 18-19 >682 240 BCLL 00 Rep Stress Incr NO WB 0.75 Horz(CT) 0.06 15 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix -MS Weight: 373 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 51-8 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 13-20: 2x4 SP NoA D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 7-17,9- 17,9.15: 2x4 SP No.2 REACTIONS. (lb/size) 2=1187/041-0, 15=3050/0-4-0 Max Horz 2= 228(LC 12) Max Uplift 2= 239(LC 12), 15=403(1-10 9) Max Grav 2= 1187(LC 1). 15=3567(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=2443/807, 3-4=1845/657, 4-5=1713/646, 7-8=5039/1129, 8-9=5039/1129, 9-10=-1963/ 4345, 10-11=-1963/4345, 11-12=902/2071 BOT CHORD 2- 22=940/2200, 21-22=940/2200, 19-21=-699/1638, 18-19=2434/7661, 17-18=2556/ 8041, 16-17=56/1004, 1516=56/1004, 14-15=2071/902 WEBS 3-21= 628/267, 4-21=-09/327, 4-19=15/287, 519.523/1649, 5-7=2339/853, 7-19=-6214/ 1834, 8-17=431/54, 10-15=524/94, 11-14=4531772, 12-14=2237/973, 11-15=2488/ 1160, 7-17=-3202/1517, 9-17=1722/4662, 9-15=5307/1566 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. This item has been Webs connected asfollows: 2x4 - 1 row at 0-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distnbute only loads noted as (F) or (B), unless otherwise indicated. sealed by Albans, Thomas, PE 3) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft; L=34ft, eave=oft; Cat. Printed Copies Of this II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-5-3, Interior(1) 2-5-3 to 12-8-0, Exterior(2) 12-8-0 to document are not Considered 20-10-4, Interior(1) 20-10-4 to 34-2-4 zone; cantilever right exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 signed and sealed and the 5) Provide adequate drainage to prevent water ponding. signature must be Verified 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On, n lectronic CO es. f.•y 7) ' This trusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j ThofKas;A Albalii PE lo:393 6 e will fdbetween the bottom chord and any other members. joint Mi. Ic. SA l 'e,F c It 66 8) Provide mechanical connection b others of truss to bearing late capable of withstanding 239 lb uplift at 2 and 403 lb uplift at Y ) 9 PP9P1Pa6gp1Puki'Fiily, J 361$, joint 15. r i 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. March 1, 2018 WARNING - Verity design pararnefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11047473 rev. 1010MOIS BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use• the building designer must vent' the applicability of design parameters and property incorporate this design into the overall n budding design. Bracingindicatedistopreventbucklingofindividualbussweband/or chord members only. Additional temporary and permanent bracing It111^' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TP11 Quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandna, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375842 P2774AC A14 SPECIAL 1 Job Reference(oDtionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MITek Industries, Inc. Thu Mar 1 14:48:23 2018 Page 2 ID VagtdWh9cinOU3QBshoftPzidh4-Gd39bYjesmSSaBBmOtUXyzVSgAygX51mu2wCzfFtc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-4=60, 4-5=-60, 5-6=60, 7-12=90, 13-23=10 Concentrated Loads (lb) Vert, 7=-692 12=692 Q WARNING • VaAly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7472 raw. 10A13/20/5 BEFORE USE. = Design valid for use only with MITek® connectors This design is based only upon parameters shown, and o for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters end property incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IItA^-- is always required for stabdty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tL71 5i u fs brication. storage, delivery, erection and bracing of misses end truss systems, see ANSIrrPl1 Quality Criteria, DSB-09 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Perk Sq HnVSpruce A or C 2774 Bonus T13375843 P2774AC A15 SPECIAL 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:24 2018 Page 1 I D: Va gtdMgcinO U3OBsh ofi Pzidh4-kpdYoukGd4aJC Lmzaa 7mVA2eAaK3GU Cv6DE 3GezfF lb 7-7-14 10-0-0 14-8-0 1 21-0-0 23.0 25-2-4 27-4-4 29-0 1 141 2-314 24-2 4$-0 5-0 2.0-4 2-2-0 2-2-0 2312 3x4 = 4x4 = 5x5 = 79 18 3x4 = 3x4 = 3x4 = 4x10 = LOADING (psi) SPACING- 240-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 13.20. 2x4 SP DSS WEBS 2x4 SP No.3 *Except* 7-17: 2x4 SP No.1. 8-18: 2x4 SP No.2 REACTIONS. (lb/size) 13=1890/0-4-0, 2=1483/0-8-0 Max Horz 2=228(LC 12) Max Uplift 113=192(LC 12), 2=256(LC 12) Max Grav 13=2160(LC 18), 2=1483(LC 1) Scale = 1.52.7 17 16 15 14 13 3x4 II 4x10 = 1x4 II 4x10 = 2x4 II CSI. DEFL. in (loc) I/dell Ud TC 0.89 Vert(LL) 0.43 17-18 824 360 BC 0.85 Vert(CT) 088 17-18 401 240 WB 0.99 Horz(CT) 0.10 13 n/a n/a Matrix - MS PLATES GRIP MT20 244/190 Weight: 343 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 840- 13 oc bracing: 17-18 7- 9-13 oc bracing, 16-17. WEBS 1 Row at midpt 8-18 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3141/916, 3-4=2912/865, 4-5=2251r733, 5-6=2039r718, 6-7=431/145, 7- 8=321/161, 8-9=10168/2835, 9-10=10168/2835, 10-11=-40181978, 11-12=-4018/978, 12- 13=2044/487 BOT CHORD 2-21=1052/2870, 19-21=-908/2452, 18-19=740/2076, 17-18=-3381/11324, 16- 17=3656/12149, 15-16=1948/7538, 14-15=1948r7538 WEBS 5-19=222/707, 6-18=-449/1592, 6-8=-2277r733, 8-18=9439/2697, 4-19=583/230, 4- 21=62/425, 3-21=313/161, 9-16=314/40, 8-16=2258/911, 10-16=985/2917, 10- 14=3906/1076, 12-14=1044/4271 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft, L=30ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-8-0, Extenor(2) 14-8-0 to 15- 4-0, Interior(1) 18-4-0 to 29-6-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL= 1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 13 and 256 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) . The design/selection of such This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. ny.L- Alba,gtlectronic copes. T homat; !ni f,E No.393 0 MI} elrljSA•I ¢e.C4rt66 690! PaikliEfBly Tit8111 j) V O WARNING - Verity design paramafars and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WI.7473 rev. 1010=015 BEFORE USE. Design valid for use only win MfTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design uric the overall building design. Bracing indicated Is to prevent budding of mdmdual truss web and/or chord members only. Additional temporary and permanent bracing is sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Uiri llL fabrication, storage, delivery• erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSBa9 and SCSI Building Component 690l Parke East Blvd. Safety Iffformrtion available from Truss Plate Institute, 218 N Lee Street, Suite M2. Alexandra, VA 22314 Tampa, FL 36610 March 1,2018 Job Truss Truss Type Oty Ply Perk Sq Hm/Spruce A or C 2774 Bonus T13375&13 P2774AC A15 SPECIAL 1 Job Referenceo ti a Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=60, 5-6=-60, 6.7=60, 8-12=-90, 13-22=20 Concentrated Loads (lb) Vert: 8=692 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:24 2018 Page 2 ID:Vagtd Wh9cinOU30BshofiPzidh4-kpdYoukGd4aJCLmzaa9mVA2eAaK3GUCv6DE3GezfFtb Q WARNING - Vadly d—lign parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N11.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MrrakO connectors This design is based only upon parameters shown, end is for an indlwdual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucldnig of individual truss web and/or Chord members only Additional temporary and permanent bracing Ill'A ^ 1:' is always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the 4 i 11 .S fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alesandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/Spruce A or C 2774_Bonus T13375844 P2774AC A16 SPECIAL 2 2 job Referencea lions Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:25 2018 Page 1 ID'VagtdWh9cin0U30BshofiPzidh4-COBwOEkuON,ApVL98HW710bsgJ57zB3Ls co4zfFta rt-0-0 7-14 10.1.08 1-01821_25-4 27-4-0-4 29 0_83- 0-0 2-22-5-44-122-95-2 3-0-0 3.8-1-02 Scale a 1 52.9 4x4 = 1! 19 16 17 16 15 14 13 3x4 3x4 = 3x4 = 3x8 = 4x6 = 3x4 11 3xl2 = 1x4 II 4x10 = 1.5x4 7-9-14 i18-D-0 i 1 7- 9-14 3-0-0 3-0.0 2.0-4 2-2-0 2-2-0 2-3-12 Plate Offsets (X. Y)— 18.0-2-12 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 200 Plate Gnp DOL 1.00 TC 0.65 Vert(LL) 0.29 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.59 17-18 >600 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 341 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purllns, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 13-20: 2x4 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except' 8-0-15 oc bracing. 17-18 7-17: 2x4 SP No.2 7-10-3 oc bracing, 16-17. REACTIONS. (lb/size) 13=1547/0-4-0, 2=1385/0-8-0 Max Horz 2= 228(LC 12) Max Uplift 13= 303(LC 12), 2=268(1_C 12) FORCES. (Ile) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=2891/895, 3-4=2656/842, 4-5=19531700, 5-6=1912f719, 8-17=115/385, 8-9=7832/ 2949, 9-10=7832/2949, 10.11=-2931/1095, 11-12=2931/1095, 12-13=1460/ 560 BOT CHORD 2- 21 =1 032/2638. 19-21=-885/2203, 18-19=871/2161, 17-18=-3402/9065, 16-17=3609/ 9524, 1516=2101/5627, 14-15=2101/5627 WEBS 5-19=- 406/1211, 6-19=829/330, 6-18=966/2689, 6.8=3403/1257, 8-18=7348/2695, 8-16=-18771732, 10-16=941/2447, 12-14=-1165/3122, 10-14=2992/1116, 4-19=611/243, 4-21=70/ 454. 3-21=318/162 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 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 roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=18ft; 13=45ft; L=30ft; eave=oft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0. Intenor(1) 20-10-4 to 29-6-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ile uplift at joint 13 and 268 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 574 Ile down and 224 lb up at 21-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on„eoy„, electronic Co Thomas' AlbanifENti:3930M)YeklISA I " c.ert66, 6989 Farki'E f Blvd ki%r-M 1P QWARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 104132015 BEFORE USE. Design valid for use only with MITek® connectors. This design u based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall is 'Idng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Add,bonal temporary and permanem bracing rtirrST bit always requiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r.+a]i r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexandna, VA 22314. Tampa, FL 36610 March 1,2018 Job Truss Truss Type Ory Ply=Parkpruce A or C 2774_BonusT13375844 P2774AC A16 SPECIAL 2do a Mid -Florida Lumber, Barlow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert. 1-5=60, 5-7=-60, 8-12=-60, 13-22=20 Concentrated Loads (Ib) Vert28=510(F) 8. 130 s Sep 15 2017 MiTek Industnes, Inc. Thu Mar 1 14 48:25 2018 Page 2 ID: Vagtd Wh9cinOU30 BshofiPzidh4-COBwOEkuONiApVL98HVV? 1 ObsgJ57zB3Ls_co4zfFle Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED UrTEK REFERENCE PAGEwill-7473 ray. 1010=015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown• and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall IN' building design Bracing indicated a to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing IIL.1:'$ is always required for stability and to prevent W0apse With possible personal injury and property damage. For general guidance regarding the N ^ 11 .5 fabrication• storage, delivery• erection end bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trams Plate Institute. 218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtUSpruce A or C 2774 Bonus T13375845 P2774AC A17 SPECIAL 1 1 Job Referencet' Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48:26 2018 Page 1 ID:VagtdWh9cinOU30BshoffPzidh4-gCIIDaIW9hq 1 RtwL172Eab73z01 hkOdCaNAKWzfFtZ 4-8.6 9-3-0 13-9-10 18-" 4.8.6 4$10 4-6-10 4-8-6 4x6 = 1.5x4 II 13 14 2 15 3x8 = 3x4 = 1.5x4 II 16 17 18 Scale = 1:31.3 4x6 = 1e 20 11 21 10 22 9 23 24 8 25 12 3x4 II 4x12 = 4x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 10.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 Rep Stress Incr NO WB 0.87 BCDL 10.0 Code FBC2017rrPI2014 Matnx-MS 402 = DEFL. in (loc) I/defl Ud Ven(LL) -0.08 9 >999 240 Vert(CT) -0.17 8-9 >999 180 Horz(CT) 0.04 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 12=1757/0-4-0, 7=1703/Mechanical Max Uplift 12=330(LC 4), 7=322(LC 5) 7 3.4 I I PLATES GRIP MT20 244/190 Weight: 105 lb FT = 20% Structural wood sheathing directly applied or 3-7-1 oc purllns, except end verticals. Rigid ceiling directly applied or 8-7-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=1587/366, 1-2=1949/367, 2-3=1949/367, 3-5=1940/366, 5-6=1940/366, 6-7=1551/355 BOT CHORD 9-11=-471/2554, 8-9=-471/2554 WEBS 1-11=-428/2274, 2-11=587/239, 3-11=721/144, 3-9=0/374, 3-8=732/147, 5-8=581/237, 6-8=427/2269 NOTES- 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 330 lb uplift at joint 12 and 322 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 80 lb up at 0-1-12, 123 lb down and 92 lb up at 2-0-12, 123 lb down and 92 lb up at 4-0-12, 123 lb down and 92 lb up at 6-0-12, 123 lb down and 92 lb up at 840-12, 123 lb down and 92 lb up at 10-0-12. 123 lb down and 92 lb up at 124)-12, 123 lb down and 92 lb up at 14-0-12. and 123 lb down and 92 lb up at 16-0-12, and 144 lb down and 84 lb up at 1844 on top chord, and 110 lb down at 0-1-12 88 lb down at 240-12, 88 lb down at 4-0-12, 88 lb down at 6-0-12, 88 lb down at 8.0.12, 88 lb down at 10-0-12, 88 lb down at 12-0-12. 88 lb down at 14.0-12, and 88 lb down at 16-0-12, and 103 lb down at 18 4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-6=60, 7-12=20 Concentrated Loads (lb) Vert: 12=-81(B) 1=-155(B) 4=123(13) 6=144(B) 7=-78(B) 5=123(B) 8=71(13) 13=123(B) 14=123(B) 15=-123(B) 16=123(13) 17=123(B) 18=123(B) 19=71(13) 20=71(B) 21=-71(B) 22=71(B) 23=71(B) 24=-71(B) 25=71(13) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. ny„Pglectronic cTes. Thomas"A Alli nla+fENo.3938900Miie---- - I 'c-1 LCaR 68, 699A ?erkfEa f'BIv: Tin 3FLj-3 81U, March 1,2018 QWARNING - Verily design paramalara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. IM312DIS BEFORE USE. Design valid for use only with Mrrek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the Wilding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IItJ1„ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i 1! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hm/Spruce A or C 2774_Bonus T133758./6 P2774AC A18 SPECIAL 1 1 Job Reference t a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:27 2018 Page 1 I D' Vag tdM9cin O U 30 BshoftPzidh4-8OJg Rwm8w?zu3o VXFiZT7pg GYn LbTrpM pAT-IszzfFtY I 6-1-12 12-0-0 I 18-" 6.1-12 5.10.4 6-" Scale = 1.31.5 2x4 I I 3x4 = 5x5 = 2x4 II 1 B 2 10 3 11 4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1.25 TC 0.43 TCDL 10.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 1.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 3x4 = DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.15 6-8 >999 240 MT20 2441190 Vert(CT) -0.30 6-8 >717 180 Horz(CT) 0.02 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=728/0-4-0, 5=728/Mechanteal Max Uplift 8=165(1-C 8), 5=166(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=903/248 BOT CHORD 6-8=271/807, 5-6=279/838 WEBS 2-8=916/313, 2-6=0/279, 3-6=0/255, 3-5=935/315 Weight. 100 lb FT = 20% Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=18ft, B=45ft. L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12. Interior(1) 3-1-12 to 18-4-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 166 lb uplift at joint S. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On.ny,,lectrorlic eo es. Tttomas'ArAlbanifENo.393 0 M YeklTS,4 I¢Je: f LC rt,fi6 69940A !E af'914.' V3616,' March 1,2018 O WARNING • Verfry design paramafen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/67473 rev. 10M.W015 BEFORE USE Design valid for use only with MTelc® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Uii V fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375t347 P2774AC A19 SPECIAL 1 1 b Reference (optional) Mid-Flonda Lumber. Banow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14:48:28 2018 Page 1 I D- VagtdWh9dnOU30BshoftPzidh4-cat2eGnmhl5kgy4kp04ifODRIBhOCIJV 1 gCGPPzfFtX 6.6.0 1244 16-6-0 6-" 5.10-4 I 6-1-12 2x4 11 3x4 = 3x4 = 3x4 = a 4 Scale - V32.6 2x4 11 9 3x4 = 3x4 = 3x4 = tg 6 3x4 = 33 0 I i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) 0.15 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.30 6-7 723 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 9=728/04-0, 6=728/Mechanical Max Uplift 9=1165(LC 8), 6=166(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=742/203 BOT CHORD 7-9=229/688, 6-7=223/662 WEBS 2-9=819/276, 4-7=0/261, 4-6=805/275 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft; eave=4111; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-44 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 9 and 166 lb uplift at joint 6. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,any.,,qlectronic cTes. Thomas"A; Alba,"niPETJo.390 kli ekllS,4jl¢c-`FY art 66 6904 Park !E 06lv s ain 611k Date; March 1,2018 Q WARNING- Verify design paramafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rov. 10A312015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an indimdual building component. not a truss system. Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buWulp of individual truss web and/or chord members only. Additional temporary and permanent bracing NT Iisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, sae ANSIRPII Quality Crlterla. DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insinule, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375848 P2774AC A20 SPECIAL 1 1 Job Reference lootionah Mid -Florida Lumber, Bartow, FL. 6.60 2x4 II 1 9 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Mar 1 14 48:30 2018 Page 1 ID:VagtdWh9cinOU3QBshofiPzidh4-Yz_p3xol DwLSwGD6xr6AkRlnn?NdgMhoV8hNTlzfFtV t 2-0-0 18-6-0 5-0 0 6.6-0 3x4 = 5x5 = 2 10 3 12 7 13 6 14 15 Scale = 1 34.3 2x4 II 11 4 6 3x4 = 3x4 = 3x4 = 3x4 =5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.15 6-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.30 6-8 723 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. lb/size) 8=728/04-0, 5=728/Mechanical Max Uplift 8=165(LC 8), 5=-166(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=665/175 BOT CHORD 6-8=193/582, 5-6=193/582 WEBS 2-8=738/248, 3-5=738/248 PLATES GRIP MT20 244/190 Weight: 112 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-8. 3-5 NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft. L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0.1-12 to 3-1-12, Intenor(1) 3-1-12 to 18 4 4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 166 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.Any&lectronic copes. i Thomas`A {ilbin,.i PENo.393 0 A1i fektiS 'I'c:F[Crrrt:66 699d Pirk iE f'6lv: .4as6>o; sp>dt@; March 1,2018 Q WARNING - Verily ding. p.—f— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7477 ray. IOM312015 BEFORE USE. Design valid for use any with MiTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary and permanem bracing lµ%1 N' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the W fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata institute, 218 N. Lee Street, Suite 312. AlexarMna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375849 P2774AC A21 MONO HIP 1 1 ReferenceJob (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48:31 2018 Page 1 ID'VagtdM9cinOU30BshofiPzidh4-19YBGHpf DTJXOoJUYdPHfrsTPpwPomxjoRx7kzfF1U 7-7-15 13-1-0 I 18-&0 7-7.15 SSO 5-5-0 4x8 = 1.50 II 30 = 2 11 12 3 13 4 4x( 9 3x4 = 5 3x4 II 3x4 = 3x8 = 1.5x4 7-7-15 13-1-0 18-M 7-7-15 S5-0 5-5-0 Plate Offsets (X YH 12 0-5-4 0.2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in loc) I/dell Ud TC 0.82 Vert(LL) 0.10 8-9 999 240 BC 0.45 Vert(CT) 0.20 8-9 999 180 WB 0.36 Horz(CT) 0.01 5 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=728/Mechanical, 9=728/0-4-0 Max Horz 9=92(LC 12) Max Uplift 5=175(LC 9), 9=112(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=684/208, 2-3=465/187, 3-4=465/187, 4-5=678/304, 1-9=656/241 BOT CHORD 6-8=253/550 WEBS 3-6=346/187, 4-6=286/709, 1-8=94/527 Scale = 1:39.8 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% Structural wood sheathing direly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft, B=45ft, L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12. Interior(1) 3-1-12 to 7-7-15, Exterior(2) 7-7-15 to 11-10-14 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 5 and 112 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,pny,lectronic copes. j Thomas ll Alban,..11fePETlo.3838 0Mik,17SA; Iq"e: )=LC4rt,68 g,r 69B! PaikliEl atElv: a'In 'FL 381a March 1,2018 Q WARNING • Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI47473 rev. 141=015 BEFORE USE. Design valid forum onlywith M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not is truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Wri R S fabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 69D4 Parke East Bid Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375850 P2774AC A22 MONO HIP 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48:31 2018 Page 1 ID.Vagtd%09cinOU308shoftPzidh4-19YBGHpf DTJXQoJUYdPHfrwiPiePkPxioRx?kzfFtU 4-11-12 9-7-15 14-1-0 18-Ca0 4-11-12 4-8-4 4-5-0 4x4 = 3x4 = 4 12 1 5x4 II Scale = 1 43.2 9 4x4 6 v 3x4 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.53 TCDL 10.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.64 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.20 8-9 >999 240 MT20 244/190 Vert(CT) -0.40 8-9 >549 180 Horz(CT) 0.01 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. lb/size) 6=728/Mechanical, 9=728/0-4-0 Max Horz 9=116(LC 12) Max Uplift 6=175(1_C 9), 9=-103(LC 12) Max Grav 6=765(LC 17). 9=743(LC 17) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=628/195, 3-4=535/216 BOT CHORD 8-9=305/526, 6-8=156/348 WEBS 4-8=117/363, 4-6=653/302, 2-9=-691/207 Weight: 125 lb FT = 20% Structural wood sheathing direly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45ft; L=24ft, eave=4ft; Cat. II, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-1-12. Intenor(1) 3-1-12 to 9-7-15, Exterior(2) 9-7-15 to 14-1-0 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ili uplift at joint 6 and 103 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny.,lectronic copies. i Thomasll Alban,-i PE fJo.393 0 A11}ekl)SA I c,F,L srt;fi8 69941Faziti'i sYBly, -' , 381D', r - March 1,2018 Q WARNING -Verify design paramarars and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WI.7473 ray. 1010.312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing htJl„ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ?5 e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375851 P2774AC A23 MONO HIP 1 1 o ee o ti nall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industnes, Inc. Thu Mar 1 14:48:32 2018 Page 1 ID VagtdWn9cin0U30BshofiPzidh4-VM6ZUdgHIXbA9aNV2G8egsN3yoA88BX5ySAUYAzfFtT 5-11-12 11-7-15 18-6-0 5-11-12 5-6 4 6-10-1 4x6 = 3x4 12 13 3x4 = Scale = 1 48.5 9 is - b 5 1.5x4 II 3x4 — 3x8 = 1.5x4 II 3x4 = 5-11-12 11-7-15 is-" 5-11-12 6-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.64 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.13 5 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight, 127 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 5=728/Mechanical, 9=728/0-4-0 Max Horz 9=141(LC 12) Max Uplift 5=178(1-C 12), 9=93(1-C 12) Max Grav 5=754(LC 17), 9=728(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=668/167, 2-3=513/159, 3-4=405/190, 4-5=669/336, 1-9=674/199 BOT CHORD 6-8=304/563 WEBS 4-6=291/616, 1-8=115/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft, B=45ft; L=24ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-7-15, Exterior(2) 11-7-15 to 15-10-14 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 5 and 93 Ib uplift at This item has beenjoint9. electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,any,,Plectronic Co 1 es. 11b?,nikfENo:39311Thornas`p Mi`ekllS A' I 'c. "p CrCMt fib 891ti11Pa'rki'E sf"91v. a-3LL361Q zp te; March 1,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE "11.7472 rw 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing nr. liv is ehvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the +s ee .S fabrication, storage, delivery, erection and bracing of busses and truss systems, a" ANSInPl1 Quality Criteria, OSB-89 and BCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375852 P2774AC A24 COMMON 1 1 Job Reference do al Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14 48 33 2018 Page 1 I D' VagtdWh9cinOU30 BshofiPzidh4-zYgxhzrvWrj 1 njyhczgtM4wCmCOitgYEB6wl4czfFtS a1. 7-11-3 7-3-6 736 7-10-0 ' 2-" 4x4 = 5 00 12 6 13 12 ti `i 10 9 4x4 = 1.5x4 II 3x4 = 3x8 = 3x6 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 10.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0.47 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 16 DEFL. in (loc) I/de0 L/d PLATES GRIP Vert(LL) -0.14 13-16 >999 240 MT20 244/190 Vert(CT) -0.31 13-16 >999 180 Horz(CT) 0.07 9 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 2=1262/0-8-0, 9=1361/0-4-0 Max Horz 2=153(LC 12) Max Uplift 2=248(LC 12), 9=328(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2478/641, 3-5=1674/485, 5-6=902/337, 6-7=905/347, 7-9=-1293/564 BOTCHORD 2-13=-691/2221, 12-13=691/2221, 10-12=-436/1500 WEBS 3-13=0/328, 3.12=830/281, 512=72/535, 5-10=987/342, 6-10=43/340, 7-10=-233/948 Scale = 1:65.9 Weight 175 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-10-10 oc bracing. 1 Row at midpt 3-12, 5-10. 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=18ft, B=45ft; L=30ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-6, Interior(1) 2-0-6 to 22-6-0. Extenor(2) 22-6-0 to 25-6-6 zone,C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 2 and 328 lb uplift at joint 9. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,.ny,,qlectronic copes. j Thornas`A; Albani;',PENo.39.3t1 0 kliYikilSA lqq-c"F[Cert;86 _- 6999 Ferki'E+f'Blv. T -811} March 1,2018 Q WARNING - Vanity daslgn parameers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 ray. 1010312015 BEFORE USE. RiFDesignvalidforuseonlywithMiTeMconnectors. This design is based only upon parameters shown, end is for an individual building component, not a truss system Before use, the builtling designer must Wnty, the applicability of design parameters and property incorporate this design into the overall builtling design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addiuonal temporary and permanent bracingisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375853 P2774AC B1 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48.41 2018 Page 1 ID:Vagtd Wh9cinOU30BshofiPzidh4-k59zNixwdljukyZE4epIhIFYSR7EIE_P 1 MsSM9zfFtK 39-14 10-4-9 13.7-7 17-" 20-2-2 24-0-0 1-0-0 3.9-14 32-2 3-4-9 3-2-13 3-4-9 3.2-2 3-9-14 c nn r- 4x10 = 3x4 = 1.5x4 II 4x10 = 4 19 20 5 21 6 22 7 Scale = 1,42.4 3x10 % 3x4 = 8x8 = 4x10 = 3x4 = 3x10 = 74)-0 i 10-4-9 13-7-7 17-0-0 F 7-0-0 1 3.2-13 3i-9 24-0.0 7.0.0 Plate Offsets (X Yl— 12:0-3-1 0-1-81 14,0-6-4 0.1-121. 17,0-6-12.0-2-01 113.0-4-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.26 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.51 12-13 >564 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight. 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-9-3 oc puffins. BOT CHORD 2x6 SP No.1 'Except' BOT CHORD Rigid ceiling direly applied or 7-11-5 oc bracing. 0-13: 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2324/0-4-0, 9=1980/0-4-0 Max Harz 2=54(LC 6) Max Uplift 2=478(LC 8), 9=-412(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=5467/1090, 3-4=5241/1035, 4-5=5969/1217, 5-6=5459/1119, 6-7=5459/1119, 7-8=4347/864, 8-9=4576/922 BOT CHORD 2-14=955/5026, 13-14=-868/4840, 12-13=1116/5966, 11-12=-708/3994, 9-11=-799/4204 WEBS 3-14=269/95, 4-14=17/628, 4-13=328/1561, 5-12=736/267, 7-12=-407/1995, 7-11=0/276, 8-11=258/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp 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 nonconcurent 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. This item has been6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 2 and 412 lb uplift at joint 9. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 174 lb up at sealed by Albani, Thomas, PE 7-0-0, and 123lb down and 92 lb up at 9-0-12, and 123lb down and 92 lb up at 11-0-12 on top chord, and 411 lb down and 70lb using a Digital Signature. up at 7-0-0, 88 lb down at 9-0-12, and 88 lb down at 11-0-12. and 1292 lb down and 295 lb up at 11-7-4 on bottom chord. The printed copies of thisdesign/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) document are not considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) on.pQ Iectronic co . esy 0 Vert: 1-4=60, 4-7=-60. 7-10=60, 2-9=20 Concentrated Loads i-Tflomas"A:AIb?mf,ET1o.J93 JMRY.—lTSA; I¢r"q' FT". 66F' lv:f lb) r'B9_ e1c. kA;I BiRVert4=176(B) 14=-411(B) 20=123(B) 21=123(B) 23=71(B) 24=-71(B) 25=1292(B) a March 1,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not truss system. Before use, the building designer must verity the Applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporaryand pennaneM br2Cing KNEW isalwaysrequiredforstabilityandtopreventcollapsewdhpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Kid .c hbncatxln, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria. DSBa! and BCSI Building Component 6804 Parke East BNd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HRUSpruce A or C 2774_Bonus T13375854 P2774AC BIB HIP 1 1 Job Reference o ti a Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:42 2018 Page 1 ID: VagtdM9anOU30BshoriPzidh4-CHjLa2yYOcriM680eMK_DzajxgSBUjNZFObOubzfFtJ I-1-0.0 , 3-9-11 7-0-0 f 10.4-9 13-7-7 17-0-0 I 20.2-2 I 24-0-0 1-0-0 3.9-11 3-2-2 3-9 32.13 3-9 3.2-2 3-9-14 1.0-0 3x8 4x10 = 1.5x4 II 3x4 = 400 = cnn r . 19 ' 0 20 21 7 3x4 = 7x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 10.0 Lumber DOL 1.25 BC 0.92 BCLL 0.0 Rep Stress Incr NO WB 0.62 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 0-13, 2x6 SP No 1 WEBS 2x4 SP No.3 REACTIONS. Ib/size) 2=1825/0-4-0, 9=2286/0-4-0 Max Horz 2=54(1-C 6) Max Uplift 2=382(LC 8), 9=-474(LC 8) 6x6 = 3x4 = DEFL. in (loc) I/dell L/d Vert(LL) -0.24 12-13 >999 240 Vert(CT) -0.47 12-13 >607 180 Horz(CT) 0.11 9 n/a n/a Scale c 1.42.4 3x10 PLATES GRIP MT20 244/190 Weight. 140 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4192/846, 3-4=39571789, 4-5=4829/997, 5-6=4829/997, 6-7=5729/1183, 7-8=5164/1029, 8-9=5381/1082 BOT CHORD 2-14=729/3852, 13-14=640/3639, 12-13=-1078/5729, 11-12=-865/4777, 9-11=-947/4945 WEBS 3.14=266/97, 4-14=14/337, 4-13=334/1636, 6-13=1261/366, 6-12=275/554, 7-12=-281/1301, 7-11 =-46r739, 8-11 =-270/92 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); 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 382 lb uplift at joint 2 and 474 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 92 lb up at 14-11-4, and 223 lb down and 174 lb up at 17-0-0 on top chord, and 1292 lb down and 295 lb up at 13-4-12, and 88 lb down at 14-11-4, and 411 lb down and 70 lb up at 16-11-4 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 (pit) Vert: 1-4=60, 4-7=60, 7-10=60, 2-9=-20 Concentrated Loads (lb) Vert: 7=176(F) 12=1292(F) 11=411(F) 20=123(F) 22=71(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny,rnlectronic gTes. I Thomas"A Alba,n.i j,,PE No:3938g0"+ MiYeklJSl1; I"es'F[irt 86 6984TP11arkfEil§v .54 1F 1 ..' M81, March 1,2018 WARNING . Verify dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a11I.7473 rw. 1=312015 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based onty upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members onty Additional temporary and permanent bracing Ottisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the 415 11 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexendna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375855 P2774AC B2 HIP 2 1 Job Reference(optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48:43 2018 Page 1 I D:VagtdW119cinOU30BshoffPzidh4-gTHjoOyB9v_czGjcB3rOmAKyEEgcDHYiUgLZR1 zfFU 1 4-9-14 9-0-0 15.0-0 19-2-2 I 24.0.0 1-0-0 4-9-14 4-2-2 6.0-0 4-2-2 4-9-14 4x4 = 22 23 4x8 = Scale = 1:42.4 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 9-0-0 15-0.0 24-0-0 9-0-0 Plate Offsets (X,Yh r2:0-8-4 0-0-141 r5:0-5-4 0-2-01 f7.0-8-40-0-141 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.16 9-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.36 9.17 >810 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1020/0-4-0, 7=1020/0-4-0 Max Horz 2=67(LC 10) Max Uplift 2=215(LC 12), 7=215(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1980/728, 3-4=1629/587, 4-5=1466/582, 5-6=1629/587, 6-7=1980/728 BOT CHORD 2-11=-610/1809, 9-11=-413/1466, 7-9=616/1809 WEBS 3-11=388/224, 4-11=47/375, 5-9=48/375, 6.9=389/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft, B=45ft; L=24ft; eave=oft; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9.40 to 19. 4-6, Intenor(1) 19-4-6 to 25-0-0 zone;C-C for members and forces 3 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 nonconcument 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 215 lb uplift at joint 2 and 215 lb uplift at This item has been joint7. electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. pny,,lectronic co es. i Thomaa`A:A,Ib,r,i.iyf,PENp.3938 0 AU'ektiSA; I ¢eFL•,rt 86 6904' ParkIVvv a 810 March 1, 2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a111.7473 rw 1=312015 BEFORE USE. Design valid for use only with M7ekS connectors This design is baud only upon parameters shown, and is for on individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing lµ%f is always required for stability and to prevent coltapse with possible personal mlury and property damage. For general guidance regarding the fabricator, storage, delivery, erection end bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Twits Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375856 P2774AC B3 HIP 2 1 Job Referenceo b Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14:48:43 2018 Page 1 ID: Vagtd Wn9cinOU30BshoftPzidh4-gTHjoOyB9v__aGjcB3rDmAKOpEuxDDfiUgLZR 1 zfFtl 59-14 11-0-0 13-0-0 18-2-2 24-0-0 ,25-0-0 i-0-0 5.9-14 12-2 2.0•-0 5.2-2 5.9-14 Scale = 1.42.4 4x4 = 4x4 = 3x4 = — i` .. 1 5xA II 3x4 = 3x4 3x4 = 1.5x4 II 3x4 = 5-9-14 11.0.0 5.9-14 13.0.0 1 &2-2 24-0-0 5-2-2 5.9-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight. 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1020/0-4-0, 7=1020/04-0 Max Horz 2=80(LC 11) Max Uplift 2=215(1-C 12), 7=215(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1983/647, 3-4=1409/509, 4-5=1247/499, 5-6=1409/509, 6-7=1983/647 BOT CHORD 2-13=528/1796, 12-13=52811796, 10-12=-300/1247, 9-10=535/1796, 7-9=535/1796 WEBS 3-12=-655/261.4-12=-96/327.5-10=96/327.6-10=655/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft. L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 13-0-0, Interior(1) 17-2-15 to 25-0-0 zone;C-C for members and forces 3 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 215 lb uplift at joint 2 and 215 lb uplift at joint 7. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,pny,lpq>ronic copes. Thomas'A-Altiani,ERJo.3113 0 Mi'iekljS,4; I e F_ L•,C rt;66 69k Puk1iE fBly, :f a'I,n 1 -31381`Q March 1,2018 Q WARNING • Vaulty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rw. la413/20/5 BEFORE USE. Design valid for use only with Mnek& connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing IqAJEisalwaysrequiredfor:lability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSUTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq HDUSpruce A or C 2774_Bonusty T13375857 P2774AC B4 COMMON 1 1 Job Referencet' a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48.44 2018 Page 1 ID VagtdWh9cinOU3QBshoftPzidh4-Bfr5?kzpwD6TbQlpinMSJOtAOeBuyj_sjK47zUzfFtH 6-3-14 12.0-0 I 17-8-2 I 24-0.0 25-0-0 , 1-0-0 6-3.14 5-8-2 5-8-2 6-3-14 1-0-0 Scale = 1.41.7 4x4 = I 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1-2-10 i 1S9•fi 24-0-0 2.10 71M Plate Offsets (X Yl— 12:0-0.14 Edge], f6,0-0-14 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 8-16 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.26 8-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matnx-MS Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1020/0-4-0, 6=102010-4-0 Max Horz 2= 87(LC 11) Max Uplift 2= 215(1-C 12), 6=215(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=1920/580, 3-4=1708/549, 4-5=1708/549, 5 6=1920/580 BOT CHORD 2- 10=455/1739, 8-10=245/1148, 6-8=-470/1739 WEBS 4-8= 160/610, 5-8=394/214, 4-10=160/610, 3-10=394/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-0. Extenor(2) 12-0-0 to 15-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2 and 215 lb uplift at joint 6. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On„any.,lectronic eop.es. Thomas`s Alba, n..i1rPE Jo3Q3 6 A7i ikl]S1A• 1 c.F[C rt,86 G8B4'Pir !lf t Bivar a 81U', March 1,2018 Q WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE e01.7473 raw. la'03,201S BEFORE USE. Design valid for use only with M7ek® connct eors. This design ,s based only upon parameters shown. and ,s for an individual building component• not is truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing h.A O s always requiredforstabilityandtopreventwil2psewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the NOW fabrication• storage• delivery• erection and bracing o1 trusses end truss systems, see ANSIrrPh Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd. Safety Irdormation available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375858 P2774AC B5 COMMON 3 1 Job Referenceo i al Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14:48 45 2018 Page 1 ID:Vagtd VVh9cinO U3QBshofiPzidh4csOUC4_RhXE KDZt?JUthrbQJG2arhC??y_ggVwzfFtG 6-8-0 13-" 1-0-0 6-8-0 6-8.0 4x4 = 3x4 = 1.5x4 II Scale = 1 23.0 3x4 = la Plate Offsets (X.Y- 12:0-2-O.Edgel. 14:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.14 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matnx-MS Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=531/Mechanical, 2=596/0-4-0 Max Horz 2=51(LC 11) Max Uplift 4=98(LC 12), 2=137(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=863/308. 34=862/322 BOT CHORD 2-5=216/737, 4-5=216r737 WEBS 3.5=16/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft, B=45ft; L=24ft; eave=4ft: Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-0, Exterior(2) 6-8-0 to 9-8-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 4 and 137 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On.pny,,qlectronic copes. Alba`01Thomas"Ai Mi fekllSAj I 'c:`l=L,R,B6 _ 6904 PW*f% VtVd`Ti .4ax March 1,2018 Q WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MIP7473 raw. 10/03/2015 BEFORE USE. ~ Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of mdwidual truss web and/or chord members only Additional temporary and permanent bracing Mr YisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375859 P2774AC 86 HIP 1 1 Job Reference o do a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:46 2018 Page 1 ID. Vagtd Wh9dnOU30BshoftPzidh4-52ysOO73SgMBc jSBtCPwopyXYSu WOfF9AeZD 1 MzfFtF 1-0-0 5-0-0 B-4-0 13-4-0 1-0-0 I 5-0-0 3-4-0 I 5-0-0 4x8 = 14 15 4 4x4 = 3x4 = 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 10.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr NO WB 0.12 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 REACTIONS. (lb/size) 5=866/Mechanical, 2=931/04-0 Max Horz 2=40(LC 24) Max Uplift 5=142(LC 8), 2=182(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1773/286, 34=1625/286, 4-5=1781/291 BOT CHORD 2-7=222/1601, 6-7=219/1617, 5-6=227/1609 WEBS 3-7=0/313, 4-6=0/314 DEFL. in (loc) I/deft Ud Vert(LL) -0.04 6-10 >999 240 Vert(CT) -0.09 6-10 >999 180 Horz(CT) 0.03 5 n/a n/a Scale = 1.23.7 3x4 = PLATES GRIP MT20 244/190 Weight. 53 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-0-2 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=4ft, Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 5 and 182 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 164 lb up at 5-0-0, and 88 lb down and 68 lb up at 6-8-0, and 212 lb down and 164 lb up at 8-4-0 on top chord, and 123 lb down at 5-0-0, and 50 lb down at 641-0, and 123 lb down at 6-3-4 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, 3-4=-60, 4-5-60. 8-11=20 Concentrated Loads (lb) Vert: 3=165(F) 4=-165(F) 7=115(F) 6=115(F) 14=-67(F) 16=44(F) L This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Pnnted copies of this document are not considered signed and sealed and the signature must be verified Qn.p,Qy.,lectronic eop'es. Thomas:A Albani PENo:3@3 110 43"04 kIJSA,•'I¢"e'FG;C-irt,88 Perkr;'E->StB1Y ?Q81 Pm March 1,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only. Additional temporary and permanent bracing RtTisW." reuired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricator, storage, delivery, erection and bracing of trusses and truss systems, a" ANSIrrPl1 Quality Crtteria, DSBd9 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Tuas Plate Institute, 218 N Lee Street, Suite 312, Mexendna, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Pty Park Sq Hm/Spruce A or C 2774 Bonus T13375860 P2774AC B7 COMMON 4 1 Job Reference bona Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:47 2018 Page 1 ID VagtdM9cinOU3O8shofiPzidh4-ZEWEdl?hC8U2St100vw9wWVhGrGO96elPIJnapzfFtE 1-0-0 6-2-0 12-4-0 i 1-0-0 i 6-2-0 6-2-0 4x6 = Scale = 1:21.4 la 3x4 6-2.0 3x4 = 12-4-0 6-2-0 I I 6-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.06 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.11 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=491/Mechanical, 2=556/0-4-0 Max Horz 2=48(LC 11) Max Uplift 4=90(LC 12). 2=130(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=794/301, 3-4=781/313 BOT CHORD 2-5=2111/679, 4-5=211/679 WEBS 3-5=18/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wand. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft, L=24ft; eave=4ft; Cat. II, Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-2-0, Exterior(2) 6-2-0 to 9-2-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4 and 130 lb uplrft at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny„,qlectronic eopjes. i Thornai A: Albanl;,PE'No:393a 0 rMiiekllSA;l¢¢e:fLCertG6 69M ParkbrEito.4a March 1,2018 WARNING • Verify al-Ign paramer and READ NOTES ON THIS AND INCLUDED WITEK REFERENCE PAGE MII.7473 rev. 1ND3MIS BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design unto the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the W fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIlTPIt Quality Criteria, DS842 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type city Ply Park Sq HMSpruce A or C 2774_Bonus T13375861 P2774AC B8 COMMON 2 1 ob efe ence o do a Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 Mi7ek Industries. Inc. Thu Mar 1 14:48 47 2018 Page 1 ID:VagtdMgcinOU30BshofiPzidh4-ZE WEdl?hC8U2St1 OQvwMVhUrHt96APIJnapzfFtE 1-0-0 6-2-0 124-0 134-0 6-2-0 I 6-2-0 I 1-01 I 4x4 = 3x4 = Mika II 3x4 = Scale = 1.23 0 1$ LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.44 WB 0.11 Matrix -MS DEFL. in Vert(LL) -0.05 Vert(CT) -010 Horz( CT) 0.01 loc) I/deft Ud 6- 9 >999 240 6- 9 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or &11-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=553/0-4-0, 4=553/0-4-0 Max Horz 2=48(1-C 10) Max Uplift 2=128(1-C 12), 4=128(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=786/288, 3-4=786/288 BOT CHORD 2-6=173/671, 4-6=173/671 WEBS 3-6=9/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft, eave=oft, Cat. 11, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-2-0, Exterior(2) 6-2-0 to 9- 2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 128 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on , any,,qlectronic eop es. j Thomas'A Alti n-i+PETlo.393e0 A1i` ieK,OS I¢c.FLC4rtfi6 94 Pa-rkE p, te'•; March 1,2018 Q WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 raw. 101WI2015 BEFORE USE. ~ Design valid for use only with MRelc® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ET isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPit Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375862 P2774AC B9 HIP 1 1 Job Reference o do a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:48 2018 Page 1 ID:VagtdWh9tinOU30BshofiPzldh4-1R4cr5OJzScv4lca dROTE2dFbcuZsRex2K6FzfFtD 5-0-0 12-4-0 13-4-0 1-0-0 5-0-0 i 211 5.0-0 1-" i 4x8 = 15 4x4 = 3x4 = 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 036 Vert(LL) 0.04 8-11 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 008 8-11 999 180 BCLL 0.0 Rep Stress Incr NO WS 0.11 Horz(CT) 0.03 5 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=889/0-4-0, 5=889/0-4-0 Max Horz 2=-40(LC 23) Max Uplift 2=173(LC 8), 5=-173(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1663/264, 3-4=1515/260, 4-5=1675/264 BOT CHORD 2-8=183/1499, 7-8=180/1514, 5-7=183/1500 WEBS 3-8=0/292, 4-7=0/293 Scale = 1 23.3 3x4 = PLATES GRIP MT20 244/190 Weight 51 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc puritns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft, L=24ft; eave=Oft, Cat. II; Exp B; Encl.. GCpi=0.18, MWFRS (directional); Lumber DOL=1 60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard 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 173 lb uplift at joint 2 and 173 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 164 lb up at 5- 0-0, and 88 lb down and 68 lb up at 6-2-0, and 212 lb down and 164 lb up at 7.4-0 on top chord, and 123 lb down at 5-0-0, and 50 lb down at 6-2-0, and 123 lb down at 7-3-4 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. 1-3=60, 3-4=-60, 4-6=60, 9-12=-20 Concentrated Loads (lb) Vert 3=165(F) 4=-165(F) 8=115(F) 7=115(F) 15=67(F) 16=44(17) This Item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. pny.,,qlectronic eop)es. i Thornae`Q Alban iajeePENo:38380 A1i' ekilSA Irje rFL 4it 66 6999' Parki'ffBlv- March 1,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev la'03r20/5 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11t.'A t isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the 1 A.Sfabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DS84S and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/Spruce A or C 2774_Bonus T13375863 P2774AC C1 HIP 1 1 ReferenceJobodoa Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14,48 49 2018 Page 1 ID:VagtdM9cinOU30BshoriPzidh4-Vde 2RlxklkmhBAmYKydORaz8fzVdO6bsbouehzfFtC r 1-0-0 16-11-8 I 9- 11-0 i 2-1$ 1- 00— 2.1 1 4x8 = 5. o0 12 IF 4x4 = 10 1.5x4 II 30 = 7 3x4 = LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 068 TCDL 10.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 10=492/0-3-8, 7=492/0-3$ Max Horz 10=27(LC 7) Max Uplift 10=243(LC 8), 7=243(1-C 8) Max Grav 10=503(LC 29), 7=503(LC 30) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=545/271, 34=458/254, 4-5=545/270, 2-10=-414/222, 5-7=414/222 BOT CHORD 9-10=202/460, 8-9=200/463, 7-8=206/448 3x4 = DEFL. in (loc) I/defl Ud PLATES Vert( LL) 0.06 8-9 >999 240 MT20 Vert( CT) -0.10 8-9 >999 180 Horz( CT) 0.01 7 n/a n/a Weight. 46 lb Scale = 1:22.5 GRIP 244/ 190 FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft, B=45ft. L=24ft; eave=4ft; Cat. II; Exp B; Part. Encl , GCpi=0.55; MWFRS (directional); Lumber DOL=1.60 plate gnp 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 243 lb uplift at joint 10 and 243 lb uplift atjoint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 174 lb up at 2- 11-8, and 90 lb down and 73 lb up at 4-11-8, and 152 lb down and 174 lb up at 6-11-8 on top chord, and 59 lb down and 25 lb up at 2-11.8. and 25 lb down and 11 lb up at 4-11-8, and 59 lb down and 25 lb up at 6-10-12 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-4=60, 4-5=60, 5-6=60, 7-10=20 Concentrated Loads (lb) Vert: 3=16(B) 4=16(B) 9=-15(B) 8=15(B) 11=-8(B) 12=7(B) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on., any.,qlectronic co es. j Tho nac`A(AlbinI PEN0393 9 A1ilfekOS " IrjeF Grt,66 69A9 Puk ir9 t@; March 1.2018 WARNING • verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1141IA7473 ray. 100=015 BEFORE USE. Design valid for use only win Mrrek® connectors This design is based only upon parameters Shown, and is for an individual building component, not truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated a 10 prevent buckling of individual web and/or chord members only. Additional temporary and permanent bracing thusis always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSIITPl1 Quality Crtterla, OSBa9 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Trust Plate Institute. 218 N Lee Street, Suite 312. Mexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375864 P2774AC C2 COMMON 1 1 Job Reference o do al Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48 50 2018 Page 1 ID: Vagtd Wn9an0U3O BshoftPzidh4-zpCNGn2aV3sdJLy61 TsYf7Ac3MoMS3k5FXRA7zfFtB 4-11-4 9-11-4 10.10.12 1-0-0 4.11-4 5-0-0 0.11-8 4x4 = 3x4 II 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. to loc) Well Ud TC 0.57 Vert(LL) 0.02 7 999 240 BC 0.24 Vert(CT) 005 7 999 180 WB 0.07 Horz(CT) 001 6 n/a n/a Matrix - MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 8=455/0-3-4, 6=452/0.40 Max Horz 8=40(LC 11) Max Uplift 8=114(LC 12), 6=112(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=425/191, 3-4=425/190, 2-8=387/261, 4-6=384/258 BOT CHORD 7-8=90/328, 6-7=90/328 Scala = 1.22.7 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20 % Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft, B=45ft. L=241t; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4, Exterior(2) 4-11-4 to 7- 11-4 zone;C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 114 lb uplift at joint 8 and 112 lb uplift at joint 6. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,, pny&lectronic copes. i Thomas" AjAlba,",n,iy,PENo.393!D ML'%ektjSA'I69Dd Peiki' EAtiB ,t. 361A March 1, 2018 QWARNING - Verity design paramefars and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE a1f1.7473 rev. 101034015 BEFORE USE. ~ Design valid for use only wth MTekm connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Braung indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing11t'Aia•' is stways required for stability and to Prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ii i fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormation available from Truss Plate Institute, 218 N. Lee Street, Suns 312, Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375865 P2774AC C3 COMMON 1 1 Job Reference o do a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industnes, Inc. Thu Mar 1 14:48:51 2018 Page 1 ID:VagtdM9cinOU30BshofiPztdh4-ROmIT73CGN UxUK911_55sgOKTia5v5uKvHJazfFtA 1 0 0 4-11-4 9-10-8 10-10-12 1-0.0 I 4-11.4 4-11-4 1_G 4 Scale 3/8'=1' 4x4 = son 1 22 1.5x4 11 ax6 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 100 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) -0.01 6-7 >999 240 Vert(CT) -0.02 6-7 >999 180 Horz(CT) 0.00 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=452/0-7-4, 6=453/0-8-0 Max Horz 8=135(LC 10) Max Uplift 8=113(LC 12). 6=114(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=283/158, 3-4=283/157. 2-8=-409/286, 4-6=-411/287 PLATES GRIP MT20 244/190 Weight. 64 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft, Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11.4, Exterior(2) 4-11-4 to 7-11-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 8 and 114 lb uplift at joint 6. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny.,lectronic co es. i1Thomas"A: Albani'+PEMo:383 0 rAU ekIIS I 'c-F,L Cart G6`` 69ai'aaikS'E Biv2: Ta 1-Fil sia March 1,2018 Q WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hUP7473 rw. IdW/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web end/or chord members only. Additional temporary and permanent bracing „tA' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f?/i t , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandna, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Oty Py Park Sq Hm/Spruce A or C 2774 Bonus T13375866 P2774AC C4 MONO TRUSS 2 1 Job Reference a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Mar 1 14:48 51 2018 Page 1 I D' Vagtd Wh9dnOU30BshoftPzidh4-ROmrr73CGN_UxUK9fl_55sgOvThZ5vDuKvHJaztFtA 0-0 4-11-4 1-0-0 4-11-4 i 1.5x4 II 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deg Ud TCLL 200 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 027 Vert(CT) 0.06 4-5 998 180 BCLL 00 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=263/0-74, 4=177/Mechanical Max Horz 5=144(LC 12) Max Uplift 5=17(LC 8), 4=106(LC 12) Max Grav 5=263(LC 1), 4=189(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1.28.3 PLATES GRIP MT20 244/190 Weight: 35 Ili FT = 20% Structural wood sheathing directly applied or 4-11-4 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind, ASCE 7-10: Vuh=140mph (3second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft, B=45ft, L=24h; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-8 zone; end vertical left exposed,C-C for members and forces 3 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 24)-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 17 lb uplift at joint 5 and 106 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny.,qlectronic CID es. 11ThomacAA1_ban,.ikPE'No:393 0Miekl7SA;I¢¢c:LCM86 p 698l1PuttliE sf'6tv S 81f), March 1,2018 Q WARNING • Varlfy design paramotars and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11,111.7477 rw. 10/03/2015 BEFORE USE. Design valid for use only with MTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingIlt:AIisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the 45 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Crtterta, 0SB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrrVSpruce A or C 2774_Bonus T13375867 P2774AC CJ1 JACK 20 1 Job Referenceto Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industnes, Inc. Thu Mar 1 14 48 52 2018 Page 1 ID:Vagtd Wn9cinO U30BshofiPzidh4-vCK7gT3q 1 g6LZevLDSVKd4Ce_s4pgNb1 ZZOYFOzfFt9 1-M 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=130/0-4-0, 4=-0/Mechanical Max Horz 2=31(LC 12) Max Uplift 3=2(LC 9), 2=63(LC 12) Max Grav 3=10(LC 17), 2=130(LC 1). 4=11(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1.6.5 2x4 = DEFL. in (loc) I/deft Ud I PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) -0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 1-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft, eave=4ft; Cat. II, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 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 2 lb uplift at joint 3 and 63 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny.,lebanctronic c.Opjes. iThomas`A Al,-iaf,f,ERJo.3936 9A4iiekllSAlc:F[C rt,66 69A1'Pazkb'E fElvdrT r March 1,2018 O WARNING • Verify daslgn pammafara and READ NOTES ON THIS AND INCLUDED I11TEK REFERENCE PAGE 1047473 ray. 10413R015 BEFORE USE. Design valid for use only with MRekm connectors. This design u based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucldirlg of individual truss web and/or chord members only. Additional temporary and permanent bracing {^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the gar' al fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crtterta, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375868 P2774AC CJ1C JACK 4 1 Job Reference (Ootionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:53 2018 Page 1 I D: Vagtd Wh9cinOU30BshofiPzidh4-NOtVup4So_EBAoUXnA 1 ZAHloIGOrZgrBnDm5nSzfFt8 1-0.0 P 0.11-8 I 1-0-0 111-8 Scale - 1:9.9 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 6 Ili FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=15/Mechanical, 5=150/0-3-8, 4=2/Mechanical Max Horz 5=35(LC 12) Max Uplift 3=15(1_C 1), 5=53(LC 12), 4=7(1_C 12) Max Grav 3=6(LC 10), 5=150(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft, B=45ft, L=24ft; eave=oft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) zone;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) o1 truss to bearing plate capable of withstanding 15 lb uplift at joint 3, 53 lb uplift at joint 5 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny,rrtlectronlc cop 0 ies. I Thomas"AAlban,..i++PEtNo:393s Mi iekl)SA; I¢¢e. Fl:,-C•n;66 6884' ParkliE st'BIv 3.a -3381U Date} March 1,2018 O WARNING - Verily design peramerers and READ NOTES ON THIS AND INCLUDED 1ITEN REFERENCE PAGE a470.7473 ray. 10/0=015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss Web and/or chord members only. Additional temporary and permanent bracing t' aa11 is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the M1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, DSB-e9 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 218 N. Lee Street, Sure 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty PlyPark Sq Hm/Spruce A or C 2774_Bonus T13375869 P2774AC CJ3 JACK 19 1 Job Referenceo ti a Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:53 2018 Page 1 ID:VagtdM9cinOU3QBshofiPzidh4-NOtVup4So_EBAoUXnA1 ZAHloMGP 1 ZgrBnDm5nSzfFi8 1-0-0 3-0-0 2x4 _ Scale = 1.10.8 LOADING (psf) SPACING- 240-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 3=71/Mechanical, 2=188/0.4-0, 4=37/Mechanical Max Horz 2=54(LC 12) Max Uplift 3=25(1-C 12), 2=-58(LC 12) 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, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft, L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 3 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 vide 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 beanng plate capable of withstanding 25 lb uplift at joint 3 and 58 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.ny,,i;lectronic copies. I Thomas`_•/ilb n,.l fE lo.393 0 rMifeklJS I"e:F_C•rt,86 •__ 69A41Fiiki'F iElv.•a BiP', March 1,2018 Q WARAgNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 10M7/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IIt:A^ 1:'a is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the LMa ae R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Perk Sq Hm/Spruce A or C 2774_Bonus T13375870 P2774AC CJ3A JACK 1 1 Job Reference Mid-Flonda Lumber, Barlow, FL. 2-8-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48:54 2018 Page 1 I D: Vagtd Wfi9cinOU30BshofiPzidh4-sbRt5954Z1 M2oy3kLtYojMyAgIHI H4KOtVeJvzfFt7 Scale = 1.10.8 2x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight. 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=104/0-8-0, 2=69/Mechanical, 3=35/Mechanical Max Horz 1=32(LC 12) Max Uplift 1=11(LC 12), 2=-28(LC 12) Max Grav 1=104(LC 1), 2=69(LC 1), 3=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; 8=45ft; L=24ft, eave=4ft; Cat. Il; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 3 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 nonconeurreni 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 11 lb uplift at joint 1 and 28 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny.ielectronic co es. iTho n s"Ai Alb mPET1ti.393 0 MiYektjS A•I c:Crrrt,66 699!'Parttb'E 4"Blv':a `61R March 1,2018 Q WARNING -Verify design paimmaters and READ NOTES ON THIS AND INCLUDED NTTEK REFERENCE PAGE WI.7473 raw. 1010=015 BEFORE USE. Design valid for use only with MRelcm connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Dua tidingdesignBracingindicatedistopreventbucklingofintlrvidualtrussweband/or chord members only Additional temporary and permanent bracing L' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HnVSpruce A or C 2774 Bonus T13375871 P2774AC CJS JACK 11 1 Job Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.48.54 2018 Page 1 ID:Vagtd Wn9cinQU3Q BshofiPzidh4-sbRt5954Z1 M2oy3kLtYoj VI vXgjUI H4KOtVeJvzfF17 5.0-0 5-0-0 Scale = 1:14.9 2x4 = LOADING (psf) SPACING- 240-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(CT) 0.06 4-7 987 180 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 -MP Weight, 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical Max Horz 2=79(LC 12) Max Uplift 3=48(LC 12), 2=-65(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing direly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 1040-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bft; B=45ft; L=24ft; eave=4R; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 24)-0 to 4-11-4 zone;C-C for members and forces d 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 48 lb uplift at joint 3 and 65 lb uplrft at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny,qlectronic co es. Thomat`A Albanl•PE1Jti.393 0 Ml ekllSA; l c:"f_[ C R;fiB • _ f6904'Park1;E stBly, 7.N t i w81k March 1,2018 WARNING - Verify dasigrepara—farsand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110-7473 rev. 10103,7015 BEFORE USE. Design valid for use only with MITekm connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before we, the budding designer must venty the applicability of design parameters and property incorporate this design into the overall bullding design Bracing indicated is to prevent bucMing of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexar fna, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375872 P2774AC CJ5A JACK 1 1 Job Referencet' a Mid -Florida Lumber, Bartow, FL. 2x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14 48:55 2018 Page 1 ID: Vagtd Wh9anOU30BshofiPzidh4-Kn?GJV6iKbUv06ewub3l Fig4Y4331 kKTFXFCsLzfFt6 I 4-M I 4.8-0 Scale c 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.30 Ven(LL) 0.03 3-6 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.05 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-MP Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/sae) 1=184/0-8-0, 2=124/Mechanical, 3=61/Mechanical Max Horz 1=56(LC 12) Max Uplift 1=20(LC 12), 2=50(1_C 12) Max Grav 1=184(LC 1), 2=124(LC 1), 3=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4f1; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 4-7-4 zone;C-C for members and forces 6 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 20 Ib uplift at joint 1 and 50 Ib uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On. ny.,,qlectronic copies. i Thornac"A{ilb niPERJo:393 0 A1i ekl)SA; I 'c: F Ccrt GB 6964 Farkf'E si'6A. a 361e, p3te; March 1,2018 Q WARNING - Vadrydesign parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 61111.7473 niv. IWIN t015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web endlor chord members only. Additional temporary and permanent bracing IItA„ is ahvayt required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the U i s1 fabrication, storage, delivery. erection and bracing of trusses and trust systems, see ANSMII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N Lee Street, Sure 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVSpruce A or C 2774_Bonus T13375873 P2774AC F1 ROOFTRUSS 3 1 eeceot a Mid -Florida Lumber, Bartow, FL. b.13U s Sep 15 2U7 / MI I eK mOUSlnes, Inc. I nu Mar 1 14 41:1.0ti 2Ulb rage 1 ID.VagtdVvh9cinOU30BshofiPzidh4-oz2eWg6K5vcm1GD6SIaGowN7MUDcmladTB IOnzfFt5 0-1.8 H I 1-3-0 I 1— a Style - 1:30.9 3 2 4x4 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 3x6 FP = 3x4 = 4x6 = 2 3 4 5 6 7 e 9 10 1.5x4 II 4x6 = 4x4 = 3x8 MT20HS FP = 1x3 II 3x3 = 3x3 = 3x4 = 4x6 = 4x4 = 1.5x4 SP = 34 = 17 1il] 4-6-0 6-D 12-0-0 14-0 17-0-D 1 Btt-0iIIII1tIt2b051r021r021>-0 116 Plate Offsets (X Yl— I1,Edge 0-1-0I Ill Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.27 14-15 >804 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.38 14-15 >581 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight 96 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, BOT CHORD 2x4 SP No.2(flat) 'Except' except end verticals. 11-18 2x4 SP No 1(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1000/0-4-0, 11=1428/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=994/0, 10-11=1422/0, 1-2=-967/0, 2-3=2474/0, 3-4=3376/0, 4-5=3724/0, 5-6=3724/0, 6-7=3398/0, 7-9=2503/0, 9-10=1010/0 BOT CHORD 19-20=0/1869, 17-19=013048, 16-17=0/3724, 15-16=0/3724, 14-15=0/3681, 13-14=013076. 12-13=0/ 1907 WEBS 10-12= 0/1345, 1-20=0/1315, 9-12=1247/0, 2-20=-1254/0, 9-13=0/829, 2-19=0/841, 7-13=797/ 0, 3-19=799/0, 7-14=0/448, 3-17=01527, 6-14=394/0, 4-17=65110. 6-15=-246/424 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 18 = 11 % 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard This item has been 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 electronically signed and Uniform Loads (plf) sealed by Albani, Thomas, PE Vert 11-21=10, 1-10=- 100 using a Digital Signature. Concentrated Loads (lb) Printed copies of this Vert: 10=428 document are not considered signed and sealed and the signature must be verified on.pny„, qlectronic copies. I Thomas" A AlbaniPENo.393e o M14%ek,OSA; I¢c.CaR; 86 698a Paikti'.E ef"Blvd. did : ij e>a March 1.2018 QWARNING • VarRy design paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110.7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with M7ek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall µA building design. Bracing indicated is toprevembucklingofindMdualtrussweband/or chord members only. Additional temporary and permanent bracing tT' is always required for stability and to prevent collapse with Possible personal injuryand property damage. For general guidance regarding the a4! fabrication, storage, delivery. erection and bracing of trusses and buss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 223114 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sol Hm/Spruce A or C 2774_Bonus T13375874 P2774AC F2 ROOF TRUSS 1 1 Job Referenceo do a MIG-rlon0a Lumber, bartow, FL. 0-1-8 H ?&-1—a, 1- I tx3 = 3x6 II 3.6 II 3x6 II 6x8 = 1 2 3 4 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48.59 2018 Page 1 ID:Vagtd Wh9cinOU30BshoftPzidh4-CYFm8s9DOq?Lujxh7O7z0Y?n6h01zTs3A9DP?6zfFt2 34 II 3x6 II 34 II 5 6 7 Scale = 1,31.4 3x6 II 6x6 = 8 9 qT L d 6x6 = 3x6 II 3x6 II 4x6 II 4x6 II 3x6 II 3.6 II 3x6 II 4x6 II 3x6 II 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.04 13 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.05 13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 10 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 'Except' BOT CHORD 1-20,9-10 2x4 SP No.2(flat) REACTIONS. (lb/size) 20=28310-3-8, 10=977/0-3-0, 16=3008/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=278/0, 9-10=964/0, 2-3=292/0, 5-6=1150/0. 6-7=-1150/0, 7-8=1158/0, 8-9=551 /0 BOT CHORD 18-19=0/353, 16-17=-560/0, 15-16=560/0, 14-15=0/640, 13-14=0/1150. 12-13=0/1150, 11-12=0/1046 WEBS 4-16=2884/0, 4-17=0/474, 3-17=-503/0, 2-19=292/0, 9-11=0/702, 4-15=0f737, 8-11=-654/0, 5-15=-822/0, 5-14=0/662, 6-14=-282/0 PLATES GRIP MT20 244/190 Weight: 148 Ile FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 1040-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1833 Ile down at 7-24 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pn Vert, 10-20=10, 1-9=100 Concentrated Loads (lb) Vert: 9=428 4=1833(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny,.lecfronic co es. i Thomas"AAlbiin,..i,,PE No.393e9OrJ Mi ekl)SA;12e:FL".ort;66, 690A ParktF aP61v.-T 3F 91R March 1,2018 Q WARNING • Vanity, d.ign paramafara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rw 101=015 BEFORE USE. Design valid for use only with Mrek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Or isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryantlpropenydamage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, am ANSIrrPlt Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avadable from Truss Plate Institute, 2fe N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375875 P2774AC F3 ROOFTRUSS 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 0.1-8 H 3- 1 9 34 11 1x3 = 6x12 MT18HS = 1 2 D.13U s aep 1 D LVt I mi i ex inou5mes, mG i nu mar i r9 4o:oy Lu io rdge i ID VagtdVVh9cinOU308shofiPzidh4-CYFm8s9DOq?Lujxh707zOY'?dRhlhzKC3A9DP?6zfFt2 o W-8 e x8 I I 3 x6 I I 3 x 6 I I 4.6 I I 3 4 5 6 0.10-14 I , 0-10-14 i Style = 1 25.4 5x6 I I 6x8 = 8x10 MT20HS = 3x6 I I 7 8 9 10 w wwwww w w Iw wa w MAX ice-raw-ial\ Y Y Ywwl i 6x12 MT20HS = Bx12 MT20HS = 7x6 = 4x6 I I 4x6 II 6x8 = 7x8 = 6x10 = 1x3 = Y Ics LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 50 SPACING- 2-0-0 Plate Grip DOL 100 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.88 BC 0.76 WB 0.90 Matrix-S DEFL. in (loc) I/defl Ud Vert(LL) -028 14-15 >633 360 Vert( CT) -0.36 14-15 >489 240 Horz( CT) 0.06 11 n/a n/a PLATES MT20 MT20HS MT18HS Weight. 125 lb GRIP 244/ 190 187/ 143 244/ 190 FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2- 17,8-13,7-13,3-17,7-14,3-16,6-14,6-15,2-18: 2x4 SP No 2(flat) REACTIONS. ( lb/size) 11=2607/0-3-8, 18=2301/0-8-0 Max Grav 11=3363(LC 4), 18=2538(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4733/0, 3-4=8482/0, 4-5=8482/0, 5-6=8482/0, 6-7=9330/0, 7-8=7378/0, 8- 9=5484/0 BOT CHORD 17-18=0/3030, 16-17=016677. 15-16=018482, 14-15=0/9523, 13-14=0/8947, 12-13=0/5725, 11- 12=0/2996 WEBS 8-12=2828/0, 2-17=0/2494, B-13=0/2105, 7-13=2076/0, 3-17=2679/0, 7-14=0l156, 3- 16=0/2340, 6-14=638/0, 4-16=-930/0, 6.15=1349/0, 5-15=-62/319, 2-18=3818/0, 9- 12=0/3800, 9-11=-4345/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Bearing at joint(s) 18 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Girder carries tie-in span(s): 5-0-0 from 0-0-0 to 14-11-4 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. This Item has been Slrongbackstobeattachedtowallsattheirouterendsorrestrainedbyothermeans. 6) CAUTION, Do not erect truss backwards. electronically Signed and sealed by Albani, Thomas, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 Printed copies of this Uniform Loads (plf) Vert: 11-18=10, 1-10=-298 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 8=400 signature must be verified on,, pny,lectronic copes. Thomas A Alban,--iyyPE No.3938 0 Mi ekljSA; I ¢'e;'Ft:R,66 t 61v2r a Fi 81a 16984'ParkfE March 1,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw 10/03/2015 BEFORE USE Design valid for use only with MTekiD connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of indmdual truss web and/or chord members only. Additional temporary and permanent bracing t' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Py7ob Park Sq Hm/Spruce A or C 2774_Bonus T13375876 P2774AC F4 ROOF TRUSS 7 Reference (orrionall NuG-rlonoa Lumber, Bartow, t-L. 0-1-8 H 1 1 -3-0 4x4 1x3 = lx3 = 3x4 = 1 2 9 8 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49.00 2018 Page 1 ID:VagtdWh9cinOU3QBshofiPzldh4-gko9MCAr987CW fflh8fCymXpXScSinWCOpyzXYzfFt1 1 2-1-8 3x3 = 3x3 = 3x3 = 3 4 5 o&A Scale = 1:24s 4x6 = Sx8 = 6 7 ill I%, w w a wz w ,w v" VIA &MhL 1.5x4 It 4x6 = 3x4 = Ix3 II 1x3 II 3x3 = 3x3 = 3x3 II 5x8 = 34 II LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 50 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.80 BC 0.85 WB 0.90 Matrix-S DEFL. in (loc) I/dell Ud Vert(LL) -0.24 12-13 >739 360 Vert(CT) -0.32 12-13 >553 240 Horz(CT) 0.04 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l (flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=893/0-8-0, 8=1341/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=894/0, 7-8=1330/0, 1-2=851/0, 2-3=2134/0, 3-4=-2813/0, 4-5=2950/0, 5-6=2541/0, 6-7=-1418/0 BOT CHORD 15-16=0/1619, 14-15=0/2813, 13-14=0/2813, 12-13=0/2813, 11-12=0/2910, 10-11=0/2135, 9-10=0/2135 WEBS 1-16=0/1157, 6-11=0/543, 2-16=1068/0, 5-11=513/0, 2-15=onl6, 5-12=-60/266, 3-15=1003/0, 4-12=258/392, 3-14=-0/384, 4-13=350/34, 7-9=0/1888, 6-9=143010 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert. 8-17=-10, 1-7=100 Concentrated Loads (lb) Vert 6=625 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on., any„,qlectroniq eo es. Thomas" A: filbaniPETJc.393 0 M) Yck.OSA; 'c. F' Cert;e6 I699d' PerktE f'Blv.i "s10- March 1,2018 WARNING. Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE s1111-7473 new. 10/032015 BEFORE USE. r.. r Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing ILt,'A ^' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ?5 f1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ajexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVSpruce A or C 2774_Bonus T13375877 P2774AC F5 GABLE 1 1 o erence (optional Mid-Florida Lumber, Bartow, FL. ON8 1 28 27 26 2 3 ts.13u s lsep 1 o zu1 i Mk i ex inoustnes. Inc. i nu mar 1 14:4y.u1 zu i ci rage i ID:Vagtd Wh9cinOU30BshoftPzidh4-8xMXZYATvRF38154FrARVz49oV9gRPwMdTiW3?zfFtO OM Scale 12-=1' 3x3 II 4 5 6 7 8 9 10 1t 12 34 I I 13 7 25 24 23 22 21 20 19 18 17 16 15 14 3.3 II 3x3 = 7.0.12 7.11-12 14-0 1.4-0 1+0 1.4-0 1.3-8 0-t 0+12 0-1" 04-8 1.3-6 1-4-0 1+0 1-4.0 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 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 NO WB 0.25 Horz(CT) 0.00 14 n/a n/a BCDL 50 Code FBC2017rrPI2014 Matrix-R Weight. 68 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 64-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-7-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 15, 16, 17. 18, 19. 25, 24, 23, 22, 21 except 20=2218(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-20=2216/0 NOTES- 1) All plates are 1x3 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-" oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-26=10, 1-13=100 Concentrated Loads (lb) This item has been Vert. 7=2286 electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified Dn,any,,qlectronic eopjes. I Tho nac:A Alba,"ri.iy1PERJo.3B38r10Afl%ek,11SA Ie:FLC R66 _ 6804 38fa Pv March 1,2018 Q WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED sfiTEK REFERENCE PAGE WI.7477 rev. 1OM312015 BEFORE USE. Design valid for use only with MiTek®connectora. This design is based only upon parameters shove, and is for an indivdual budding component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 114'A j1" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the U5 1! fabrication, storage. delivery, erection and bracing o1 trusses and truss systems, see ANS11TP11 Quality Criterts, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314. Temps, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375878 P2774AC F6 ROOFTRUSS 2 1 Job Referenceo do al MIO-FIonOB Lumber, Canow, FL. 0-1-8 H 1 1-3-0 I 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49.02 2018 Page 1 ID:VaptdM9an0U30BshofiPzidh4-d7wvnuB5glNWBgGpZhgl BdFMuLoAocVs7R4cRzfFi? 3x3 = 34 = 1x3 II 1x3 11 3x3 = 2 3 4 5 6 01_11`8 Scold - 1 24.3 4x4 = 314 = 14 = 7 e 15 14 13 12 11 10 1.Sx4 II 4x4 = 3x3 = 3x3 = 34 = 3x3 = 4x4 = 3x3 = t-6-D 1 4-0.0 1a7-a 1 1-0 laaa I1-0 z i-0 fa7 21s0 1.6-0 Plate Offsets (X,YH 11:Edoe.0-1-81. 18:0-1-8.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.11 12 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.15 12 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 76 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=786/0-7-4, 9=780/04-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=780/0, 8-9=775/0, 1-2=737/0, 2-3=1795/0, 34=2304/0, 4-5=2304/0, 5-6=2304/0, 6-7=1814/0, 7-8=770/0 BOT CHORD 14-15=0/1419. 1314=0/2143, 12-13=0/2304, 11-12=012154, 10-11=0/1445 WEBS 8-10=0/992. 1-15=0/1002, 7-10=939/0, 2-15=948/0, 7-11=0/513, 2-14=0/522, 6-11=474/0, 3-14=484/0, 6-12=-56/420, 3-13=45/430 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny.glectronic co 'es. i Thomas'A: f+Ibal,i.i'.PE;No:393 0 6994Peiki'.E Sf'61va;a 3F,81U pyteti March 1,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. f at03120/3 BEFORE USE. won Design valid for use only win Mirekm connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verdy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indmduel truss web and/or chord members only. Additional temporary and permanent bracing h5'A jt W— is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the L?5ru R.P fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truu Plate Institute, 218 N. Lee Street, Sune 312. Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375879 P2774AC F7 ROOF TRUSS 2 1 Job Reference(ootionall Mid-Flonda Lumber, Bartow, FL. 0-1-8 H f1 - 4x6 = 1 a.13u s Sep 15 zu1 r Mt i ex industries, mc. i nu mar 1 14:4U:UZ ZUI0 rage 1 ID VagtdWh9anOU30BshofiPzidh4-07wvnuB5gINwIBgGpZhgIBdFCuMhAoaVs7R4cRzfFt2 1 3x3 = 3x3 = 1 x3 I I 1 x3 I I 3x3 = 2 3 4 5 6 1 Scat 1T2"=V 4x4 = 3x3 = 1x3 = 7 8 16 15 14 13 12 11 10 3x3 = 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 4x4 = 3x3 = 1.6-0 4-0-0 10-4-4 12-10-4 1b-0 I 2-s0 6-4.4 I 2-M Plate Offsets (X YH WEdge 0-1-81 I8:0-1-8 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TIC 0.40 Vert(LL) 0.10 13 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.14 13 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 77 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=776/Mechanical, 9=769/04-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=770/0, 8-9=765/0, 1-2=757/0, 2-3=1782/0, 3-4=2248/0, 4-5=2248/0, 5-6=2248/0, 6-7=1781/0, 7-8=758/0 BOT CHORD 14-15=0/1424, 13-14=0/2111, 12-13=0/2248, 11-12=0/2111, 10-11=0/1422 WEBS 8-10=0/977, 1-15=0/1008, 7-10=92310. 2-15=928/0, 7-11=01499. 2-14=0/497, 6-11=460/0, 3-14=-458/0, 6-12=-66/ 390, 3-13=65/390 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,any,,qlectronic copies. 11Thomas; ;a Alban- iyrPE,No.3938 0 EMI- ---- S Irjc> FCCart;66 6984 P&!ifA2 a March 1,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 rev. 10)M015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andlor chord members only. Additional temporary and permanent bracing 11tJ1^ Is always required for stability and to prevent collapse with possible personal injury and propeny damage. For general guidance regarding the 4 i f111 fabnution, storage, delivery, erection and bracing of trusses and truss systems, see ANSlr PIt Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. safety ;on, available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774_Bonus T73375880 P2774AC F8 ROOFTRUSS 3 1 Job Referenceo fo al mio-rtonaa Lumber, Bartow, rL. 1- 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:03 2018 Page 1 ID:VagtdWM9dnOU30BshoftPzidh4-5JUH ECiR3VnNKFSMGCvaO90VId3vFxf4nBd8tzfFt_ 1-9-12 Scale = 1:23.0 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 4x10 = 1 400 = 2 3 4 5 8 7 15 14 13 12 11 10 9 8 3x6 = 4x4 = 3x3 = 1x3 II 3x3 = 3x3 = 4x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) 0.14 10-11 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.19 10-11 865 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 77 lb FT = 20%F, 11%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-2-0 oc bracing, 11-12. REACTIONS. (lb/size) 15=753/Mechanical, 8=753/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=748/0, 7-8=745/0, 1-2=760/0, 2-3=1728/0, 3-4=2090/0, 4-5=-2090/0, 5-6=1732/0, 6-7=758/0 BOT CHORD 13-14=0/1393, 12-13=0/2090, 11-12=0/2090, 10-11=0/2019, 9-10=0/1402 WEBS 7-9=0/991, 1-14=0/992, 6-9=-895/0, 2-14=881/0, 6-10=0/460, 2-13=0/479, 5-10=-399/0, 3-13=581/0, 5-11=111 /356 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. This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny,,qlectronic copies. I Thonas':A Alba,n.i .PERJo:393 0 Mi ek;tjS1,4 l¢"cFL•art;fi6 _ 699.1 Faiki'.E Sf"f31v a 61g', zp.te; March 1,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7477 rev. 10MM015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based anyupon parameters shown, and is for an individual building component. not atrusssystem. Before use, the building designer must vent' ertytheapplicabilityofdesignparametersandpropincorporate this design into the overall building design. Bracing indicated rs to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracingWE IsalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, OSB 89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375881 P2774AC F9 ROOFTRUSS 1 1 Job Reference(optional) Mid -Florida Lumber, Bartow, FL. OM 8.130 s Sep 15 2017 Mi I ek Industries. Inc. i nu Mar 1 14:49:U4 2U15 rage 1 ID. Vagtd Wh9cinOU30BshofiPzidh4-ZW2fCeDMCMde7UgtwJ87cibkiBuepjoJRwAfKzfF sz OM Scale = 1 ,20.3 3x3 = 3x3 = 3x3 = 3x3 = tx3 = 1 3XS 2 3 43x3 = 5 6lx3 = 14 13 12 11 10 9 8 7 3x3 = 3x3 = 3x3 = 1x3 II 1x3 II 3x3 = 3x3 = Ix3 II 1.6-0 4.0-0 8-3-0 10-94 1234 2.6-0 1r ,t It 4-34 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Veff(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.D0 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 65 lb FT = 20%F, 1 ME LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flal) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-3-4 lb) - Max Grav All reactions 250 Ib or less at joinl(s) 14, 7, 8, 13, 9, 12, 11. 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 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. Slrongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,any,,qlectronic cop0 es. IThomas" A: ,4ltiani ENti.393 Mi fck,USA;I c.C rt,66 6809' Pzikii'.E fElv:a L,3381` March 1,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10iO3/201 S BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must veMy the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Kt51:+T" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M ll fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crtterta, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq HMSpruce A or C 2774_BonusPW— T13375882 P2774AC Flo ROOFTRUSS 2 1 Job Reference lootionall mia-hlonaa Lumber, Bartow, I-L. 0-1-8 Hi 1-30 1 3x3 = im 3x3 = 2 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:48:56 2018 Page 1 ID:VagtdWh9dnOU30BshofiPzldh4-ozZeWg6K5vcm1 GD6SIaGowNCwUMfmBSdTB_I0nzfFt5 3 3x3 = 3x3 = 4 1x3 3x3 = tx3 II 1x3 II 3x3 = 9 B 7 6 5 3x3 = 1 tale = 1:14.2 3x3 = 12 1x3 = 1 2-0 7-8-0 1 t 4-6.0 I 1-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(L-) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.04 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S Weight 41 Ili FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=402/0-4-0, 5=402/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=396/0, 4-5=396/0, 1-2=331/0, 2-3=626/0, 3-4=331/0 BOT CHORD 8-9=0/626, 7-8=0/626, 6-7=0/626 WEBS 4-6=0/422, 1-9=0/422, 3-6=401/0, 2-9=-401/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.p.Qy..lectronic co es. IThomas"A Alb ni'P,ET1o:393 0 ekljSA'; M)YI¢"c C rt,68 69&!' Parkli'E 4Btv1 433816. PAk; March 1, 2018 Q WARNING - Verity design parartrarera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 10 WQ015 BEFORE USE. Design valid for use only with MTelc® connectors. This design is based only upon parameters shown, and a for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall bu ding design. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 15 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suns 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type City Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375863 P2774AC F11 GABLE 1 1 J04 Reference (optional) Mid -Florida Lumber, Bartow, FL. t 3-2-12 i 1 3x3 II 2 1x3 II 31x3 II 4 3x3 II 51x3 II 8.13U s Sep 15 2U17 Mi I ek Inaustnes, Inc. I nu Mar 1 14.4t1'S1 2U1t1 rage 1 ID:VagtdMgcinO U3GBshofiPzidh4-GA7OkA7zsDkdfPoJ005VK7wTutoxVbnnirkJwDzfFt4 61 x3 11 7 1 x3 11 6 3x3 11 16 15 14 13 12 11 10 9 3x3 11 1 x3 I I 1 x3 I I 3x3 11 1 x3 11 1 x3 I I 1 x3 I I 3x3 I I 2 31t1N11 0 a0 0A DM 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(CT) file n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.00 9 n/a file Scale = 1:13 6 BCDL 5.0 Code FBC2017/TPI2014 Matnx-R Weight: 40 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-4-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 12. 14. 15, 11, 10 except 13=2275(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=2272/0 NOTES. 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 9.16=-10, 1.8=100 Concentrated Loads (lb) Vert, 4=2324 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny,lectronic copies' Tho nas`AiAlban..l fE JIi:393 D Ieli 4k;lIS A 9Dd Peitti'E a{Bl4'a lt1R zpate; March 1,2018 Q WARNING - Varfly design p.—f and READ NOTES ON THIS AND INCLUDED afiTEK REFERENCE PAGE lei-7473 — 10703/2015 BEFORE USE. Rtr DesignvalidforuseonlywinMrek® me connectors. This design is based only upon paraters shown, end is for an individual budding component, not atrusssystem. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bmangis alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the tobricalwn, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Ouallty Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375884 P2774AC F12 ROOF TRUSS 1 1 Job Reference of al miu-monad Lumoer, oanow, rL. H 1-3-0 0-9-8 tf.13U s Sep l b LUl / MI I ek Industries. InC. I hu Mar 1 14.48 58 2018 Page 1 I D: VagtdWh9cinO U308shoftPzidh4-kMhOxV48bdWSUHZMVajddLSZsH 1 pExxwxVrsSgzfFl3 3x6 II 6x6 = 3x6 II 3x6 II 1 11 2 3 12 4 5 6x6 = 6 Scale = 1.12A 3x6 II 6x6 = 6x6 = LOADING (psf) SPACING- 240-0 CSI. DEFL. In loc) I/deft L/d TCLL 40.0 Plate Gnp DOL 1.00 TC 0.42 Vert(LL) 0.03 9 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) 0.04 9 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 10=1855/0-4-0, 7=1849/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=272/0, 2-3=2768/0, 3-4=2768/0, 4-5=2768/0 BOT CHORD 9-10=0/1984, 8-9=0/2768, 7-8=0/2229 WEBS 2-10=2474/0, 2-9=0/1316, 3-9=881/0, 5-7=2763/0, 5-8=0/1134, 4-8=627/0 PLATES GRIP MT20 244/190 Weight: 55 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 640-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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 strongbecks, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 392 lb down at 3-3-12, and 392 lb down at 5-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=10, 1-6=100 Concentrated Loads (lb) Vert. 3=743 5=1135(1`=392) 11=744 12=392(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On.,pny,P,lectronic eoes. i Thomas"A /ilbaniPETlo:383 0 kli ekl)SA11.1 c: Cifi fifi March 1,2018 0 WARNING - Verity design per imefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 ray. 10A03/2015 BEFORE USE. Design valid for use only wnh M7ek0connectors This design is based ony upon parameters shown, and is far an individual butidmg component, not A truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing 114A „ -1.' is always required for stability and to prevent wilapse with possible personal injury and property damage. For general guidance regarding the KI V TS fabrication• storage. delivery. erection and bracing of trusses and truss systems. see ANSM11 Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Wary Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375885 P2774AC FG1 FLOOR 1 Job Referencef a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Mar 1 14 49 06 2018 Page 1 ID.Vagtd Wn9an0U30BshoftPzldh4-VuAOcFEck_tLEo_ 12PIcC 1 npbWev6ZJ5nIPHkCzfFsx i 11--7111--110 1-9-14 1 11-14 I 111:42-{180691423-9-1 7 7-:2 -0 1-9-14-914 1-9-14 4. 11-10 Scale = 1.31.3 1.5x4 II 3x8 = 1 5x4 II 4x8 = 1.5x4 II 5x8 = 1.5x4 II 4x8 = 1 5x4 II 3x8 = 13X — 2 3 4 23 5 6 7 8 9 10 11 3x4 11 4x12 = 3x10 II 4x4 = 8x10 MT20HS = 3x8 = 2x4 11 4x8 = 2x4 II 5xl2 = 3x4 11 1-11-m 1 3 4 7 s 7-s 1 7-5 z 9 3-0 11-0 14 12-1011 1 14$ s 1 16 6ti 1 1Btr-0 1 1-11-10 1-9-14 1-9-14 1-9-14 1-9-14 1-9-14 1-9-14 1-9-14 1-9-14 1-11-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 TCDL 10.0 Lumber DOL 1.00 BC 0.92 BCLL 0.0 Rep Stress Incr NO WB 0.69 BCDL 5.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 Except' 1-21,3-21,519,5.17,7-17,7-15,9-15,9-13,11-13: 2x4 SP No.2 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.25 17 >879 360 MT20 244/190 Vert(CT) -0.66 17 >329 240 MT20HS 187/143 Horz(CT) 0.06 12 n/a n/a Weight 307 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except. 2-2-0 oc bracing: 18-19. REACTIONS. (lb/size) 22=3890/0-4-0, 12=4877/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=3312/0, 1-2=6029/0, 2-3=6029/0, 3-4=14439/0, 4-5=14439/0, 5-6=19836/0, 6-7=19836/0, 7-8=16538/0, 8-9=16538/0, 9-10=-6915/0, 10-11=-6915/0, 11-12=4280/0 BOT CHORD 21-22=0/398, 20-21=0114439, 19-20=0/14439, 18-19=0/20805, 17-18=0/20805, 16-17=0/20363, 15-16=0/20363, 14-15=0/13490, 13-14=0/13490, 12-13=0/440 WEBS 1-21=0/6363, 3-21=9504/0, 3.20=0/3300, 5-19=7274/0, 518=0/1928, 517=1141/0, 6-17=-458/0, 7-17=636/0, 7-16=0/1109, 7-15=4322/0, 8-15=-635/0, 9-15=0/3444, 9-14=07787, 9-13=7431/0, 10-13=700/0, 11-13=0/7317 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) lace 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) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Refer to girder(s) for truss to truss connections. 6) Girder carries tie-in span(s): 2-6-0 at 0-0-0 to 7-0-0 at 7-0-0. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-23=224, 12-22=10 Concentrated Loads (lb) Vert. 11=528 6=-480 7=-480 8=-480 9=-480 10=480 23=-1119 Trapezoidal Loads (plf) Vert, 1=228-to-23=-353 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,pny.,,qlectronic eop'es. 11Thomas'A I+IbaafPENti:393 00 Mi ekljSAl h}}"c>F C rt,fi6304'Parki'Et 6,Lw61 spate; March 1,2018 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IWI.7473 ray. 1010312015 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buctding of indmdual truss web andlor chord members only Addrbonal temporaryand permanentbmang ' is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T73375886 P2774AC FG2 ROOFTRUSS 1 2 Job Reference (optional) Mtd-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:07 2018 Page 1 ID:VagtdWM9cinOU30BshoftPzidh4-z5kogbFE VH?CsyYEb6HricEK60vzgrwkE?P9gGezfF sw 2571 4-11-10 7.4-9 9-11-4 2511 TZ15 2.4-15 2-6-11 Scale - 1.18.4 3x8 = 3 12 tx4 II 4xl2 = 4 13 5 10 6 3x4 II 3x4 II 2-&ll 4-11-10 7.4-9 2-6-11 2-4-15 2.4-15 0-11-4 2-&11 i Plate Offsets (X,Y)— f7:0-1-12,0-3-81. 19:0-54.0-3-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.07 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.12 8 >958 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-MS Weight: 111 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2210/0-7-4, 6=1561/0-4-0 Max Uplift 10=404(LC 4), 6=279(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=1971/365, 1-2=-42101762, 2-3=-4210/762, 3-4=3432/612, 4-5=3432/612, 5-6=1411 /257 BOT CHORD 9-10=59/319, 8-9=1144/6409. 7-8=1144/6409 WEBS 1-9=756/4187, 2-9=844/175, 3-9=2366/413, 3-7=3204/574, 5-7=619/3473 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"IfY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II, Exp B. Encl.. GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been6) ' 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, electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint 10 and 279 lb uplift sealed by Albani, Thomas, PE at joint 6. using a Digital Signature. 8) Girder monies tie-in span(s) 7.0-0 from 0-0-0 to 5-4-0 Printed copies of this9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1561 lb down and 297 lb up at 4-10-8 on top chord, and 100 lb down and 18 lb up at 4-10-0 on bottom chord. The design/selection of such connection device(s) is document are not considered the responsibility of others. Signed and Sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 on.,ny lectrogic copies. o Thomaa ., Alb troni t co. Ic 0UniformLoads (plf) Mi`4ktiS l' e:.Vt., 6 Vert. 1-12=-337, 5-12=-67, 6-10=7 1 _ Mi Parkb'E tBlvd a 81DConcentratedLoads (lb) Vert: 8=100(F) 3=1561 ip te} March 1.2018 WARNING - Varlfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 1047473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekS, connecton. This design is baud only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venry the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent broung t Q is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Y fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrrVSpruce A or C 2774 Bonus T13375887 P2774AC J3C JACK 3 1 Job Referenceo ti a Mid -Florida Lumber, Bartow. FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14.49:08 2018 Page 1 I D 'VagtdMgcinOU3OBshofiPzidh4-RHHA1 xGsGb73T6709po4HStKiJXwacYOE3uOo5z(Fsv 1-0-0 2-11-8 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 10.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MR DEFL. in (loc) I/deft Ud Vert(LL) -0.00 4-5 >999 240 Vert(CT) -0.01 4-5 >999 180 Horz(CT) -0.01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=68/Mechanical, 5=193/0-3-8, 4=27/Mechanical Max Harz 5=68(LC 12) Max uplift 3=51(LC 12), 5=-60(LC 12), 4=3(LC 12) Max Grav 3=78(LC 17), 5=193(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1.14.1 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 2-11-8 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-10-12 zone;C-C for members and forces 3 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 51 lb uplift at joint 3, 60 lb uplift at joint 5 and 3 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,any,,lectronic cop 0 es. jTho ngs';A/iltianiPE'Nti:383 1fi ekljSA,•'I¢"c Csrt 66, 6984 Puk'E St'61v: a 3F,610 pa ek March 1,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekibconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing (1t11 j1fi' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtheWi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375888 P2774AC J5 JACK 6 1 Job Reference o ti a Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:08 2018 Page 1 ID:VagtdWh9cinOU30BshofiPzidh4-RHHA1xGsGb73T6709po4HSW7JVIacYOE3uOo5zfFsv 11 5-0-0 Scale c 1:14.9 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >987 180 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: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical Max Horz 2=79(LC 12) Max Uplift 3=48(1-C 12), 2=-65(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=90(LC 3) FORCES. ( lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces 6 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 48 lb uplift at joint 3 and 65 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on., any.,glectronic copies. l Thornas'A: Albanl.PE=lTlo.3938r0J A75r iikl)SA I --Po Parki'Et;sfBlv. i F 81 March 1,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. F Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss aystem. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing f.A n I.I Is always required for stability and to prevent collapse with possible personal injury and propeny damage. For general guidance regarding the 4 i_N .5 fabncahon, storage, delivery, erection and bracing of trusses and truss systems, tee ANSVTPIt Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tru63 Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hm/Spruce A or C 2774_Bonus T73375889 P2774AC J7 JACK 41 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:09 2018 Page 1 ID VagtdM9cinOU308shofiPzidh4-vTrYFHHU1vFw5FicjXJJgfPOpjmaJ3oXTexKXzfFsu 1.0.0 7-0-0 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud TCLL 200 Plate Grip DOL 1.25 TC 0.70 Vert(L-) 0.12 4-7 715 240 TCDL 100 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.24 4-7 349 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-8-0, 4=91/Mechanical Max Hors 2=103(LC 12) Max Uplift 3=71(LC 12). 2=73(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=128(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.18 8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft, B=45ft, L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 3 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 71 lb uplift at joint 3 and 73 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.any,,qlectronlc copes. I ThomasA: Alba°,.iI',P,E;NIi.393 0 MiekilSA; Ir"e: FLCM Bfi 6994 Ferkh 1 8:a3810 March 1,2018 Q WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE a111.7473 nv. 1ND3/2015 BEFORE USE. Design valid for use only win MTek® connectors. This design u based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must venfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing is alurays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mir - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq HMSpruce A or C 2774_Bonus T13375890 P2774AC KJ4C JACK 2 1 Job Reference (ontionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49.10 2018 Page 1 ID:Vagtd WngcinOU3O BshofiPzldh4-OgPwSdH6oCNnjPHoHEgYMtyfn7Ck2 W2hhNNVUzIFst 1-5-0 4-2-3 1-5-0 4-2-3 Scale = 1:13.9 1.5x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-MR Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=82/Mechanical, 5=228/0-5-11, 4=36/Mechanical Max Horz 5=68(LC 8) Max Uplift 3=72(1_C 8), 5=135(LC 8), 4=5(LC 8) Max Grav 3=90(LC 28), 5=228(LC 1), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=18ft, B=45f1; L=24ft; eave=4ft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 72 lb uplift at joint 3, 135 lb uplift at joint 5 and 5 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 107 lb up at 1-6-1, and 54 lb down and 107 lb up at 1-6.1 on top chord, and 3 lb down and 10 lb up at 1-6-1, and 3 lb down and 10 lb up at 1-6-1 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 4-5=20 Concentrated Loads (lb) Vert: 6=66(F=33, B=33) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,pray,,qlectronic eopjes. Thomac"A;4lban.ikjPENti:3936 0 MI't!ekllSA I "i: F,L CM;fi6 March 1,2018 Q WARNING - Vanity of-ign paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. IM0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckkng of individual truss web andlor chord members only Additional temporary and permanent bracing hV. 1:' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the WON fabncation, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-0! and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Nexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Py Park Sq Hm/Spruce A or C 2774_Bonus T13375891 P2774AC KJ5 JACK 4 1 Reference D o a Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industnes, Inc. I hu Mar 1 14:49:11 ZU11:1 Nage 1 ID.Vagtd Wn9cinOU3OBshoriPzidh4-sszJgzIIZVWeKZs7gyLnv4VhrX00nzlgw072POzfFss 1-5 0 7.0-14 1-5-0 7-0-14 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.79 TCDL 10.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3= 1 82/Mechanical, 2=375/0-6-6, 4=99/Mechanical Max Horz 2=79(LC 24) Max Uplift 3=61(LC 8), 2=100(LC 8) Max Grav 3=182(LC 1), 2=375(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.8 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.12 4-7 >728 240 MT20 244/190 Vert(CT) -0.25 4-7 >332 180 Horz(CT) 000 2 n/a n/a Weight. 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f1; B=45ft; L=24R; eave=oft; Cat. II, Exp B; End., GCpi=0.18; MWFRS (directional); 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 61 lb uplift at joint 3 and 100 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 Ib down and 10 lb up at 1-612. 47 lb down and 10 lb up at 1-6-12, and 65 lb down and 38 lb up at 4-4-12, and 65 lb down and 38 lb up at 4-4-12 on top chord, and 11 lb down and 4 Ill up at 1-6-12, 11 lb down and 4 lb up at 1-6-12, and 22 Ib down at 4-4-12, and 22 Ib down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 4-5=20 Concentrated Loads (lb) Vert 10=7(F=3, B=3) 11=17(F=9, B=9) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny&leictronic Co es. i Thomac"A; f+lta`,e,.i ff,ET1o:3938 0 Ml iek.D$Aj l"e) L Cclt;fi8 690!'ParlcliE;i'Blv t a n 3'F,Bia PA March 1.2018 Q WARNING - Vnlfy design pammalma and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 ray. 1010=015 BEFORE USE. Design valid for use only with MiTeIrt conneclor6. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the budding designer must venly the applicability of design parameters and property incorporate this design into the overall building design. among indicated is to prevent buckling of individual truss web and/or chord member only. Additional temporary and pennanem bracing t RTisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe1! tabnealion, storage. delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke Fast Blvd Safety Irdonnation available from Truss Plate institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type allyPlyPark Sq HrtUSpruce A or C 2774_Bonus T13375892 P2774AC KJ7 JACK 6 1 Job Reference foal Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49.12 2018 Page 1 ID:VagtdWn9cinOU3OBshoftPzidh4-K2XhtJJNKgdVyjRBOfsORllyFwnTWKw 9gsbxszfFsr 1-5-0 5-2-9 1 9.10-1 1-5-0 52-9 4-7-8 1.20.6 2x4 = 1.3x4 u 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-10-12 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=138/Mechanical, 2=528/0-11-5, 5=368/Mechanical Max Horz 2=103(LC 8) Max Uplift 4=55(LC 8). 2=121(LC 8), 5=43(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=961/119 BOT CHORD 2-7=170/903, 6-7=170/903 WEBS 3-7=0/292, 3-6=961/181 NOTES- 1) Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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) o1 truss to bearing plate capable of withstanding 55 lb uplift at joint 4, 121 lb uplift at joint 2 and 43 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 10 lb up at 1-6-1, 47 lb down and 10 lb up at 1-6-1, 65 lb down and 38 lb up at 4-4-0, 65 lb down and 38 lb up at 4-4-0, and 91 lb down and 70 lb up at 7-1-15, and 91 lb down and 70 lb up at 7-1-15 on top chord, and 11 lb down and 4 lb up at 1-6-1, 11 lb down and 4 lb up at 1-6-1. 22 lb down at 44-0, 22 lb down at 4-4-0, and 44 lb down at 7-1-15, and 44 lb down at 7-1-15 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. 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert 13=-84(F=-42, B=42) 14=7(F=3, B=3) 15=17(F=9, B=9) 16=-72(F=36, B=36) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.;any,,lectronic co J es. IThornas`ArAlbanifE-,i :.! 4 OI el, SA,'I c: FCCert,68 P, 6994'Park E t6lv..2 3F 81Q' Yrp te; March 1,2018 WARNING - Verily design paramaren and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 ray. 101=015 BEFORE USE. Design valid for use only with MTekm connector&. This design is based ony upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall MR building design. Bracing indicated is to prevent budding of etdmdual truss web and/or chord members only Additional temporary and permanent bracing Ilt,'A:.T'" -li is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 41rif11f nJ fabrication, storage, delivery, erection and bracing of trusses and truss systems, a" ANSVrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375893 P2774AC M1B JACK 2 1 ReferenceJobotial Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:12 2018 Page 1 ID-VagtdWh9cinOU30BshoftPzidh4-K2XhtJJNKgdVyjRBOfsOR11 xWLWJ9 9gsbxszfFsr 3-8-2 3-3.14 1.5x4 II 8 3x1D ii 4 4x6 = 40 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 10.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr NO WB 0.47 BCDL 10.0 Code FBC2017(TPI2014 Matrix -MP DEFL. in (loc) I/dell Ud Vert(LL) -0.03 5-7 >999 240 Vert(CT) -0.06 5-7 >999 180 Horz(CT) 0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' BOT CHORD 3-4: 2x4 SP No.2 REACTIONS. (lb/size) 1=1628/0-4-0, 4=1312/Mechanical Max Horz 1=84(LC 8) Max Uplift 1=283(LC 8), 4=-275(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1713/301 BOT CHORD 1-5=334/1581, 4-5=334/1581 WEBS 2-5=195/1137, 2-4=1745/369 Seale = 1,21.6 PLATES GRIP MT20 2441190 Weight: 38 lb FT = 20% Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=oft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional); 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 283 lb uplift at joint 1 and 275 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 852 lb down and 156 lb up at 0-4-12, 511 lb down and 118 lb up at 2-4-12, and 511 lb down and 118 lb up at 4-4-12, and 516 lb down and 112 lb up at 6-4-12 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 1-4=-20 Concentrated Loads (lb) Vert: 8=852(13) 9=-511(B) 10=-511(B) 11=-516(B) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On ,any, electronic cop es. Thomai A: fi(balii PEN i.383 II Ati'ektiSA; Iqq"C f L C_rrrt,86 69991ParkfE sf 61v a --M61a March 1,2018 WARNING - Verify dasign parama ars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEWI-7473 ray. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors This design is based only upon parameters shown, and Is for an individual building component, not truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and propeny damage. For general guidance regarding the MNT' f11Lfabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Duality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Ale"ridna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oy Ply Perk Sq Hm/Spruce A or C 2774 Bonus T13375894 P2774AC V1 VALLEY 1 1 b Reference (ontionall Mid -Florida Lumber, Bartow, FL. 2x4 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 10.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matnx-P 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:13 2018 Page 1 ID:VagtdWh9cinOU30BshoffPzldh4-oF534eK?571MatONyNOF VaAFKDUFtn7OKc9TIzfFsq 4-5-8 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=143/4-5-8, 3=143/4-5-8 Max Horz 1=44(LC 12) Max Uplift 1=18(LC 12), 3=36(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale. 1"=1' Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf h=18ft, B=45ft, L=24fl; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-3-12 zone;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 36 lb uplift at joint 3. This item has been electronically signed and sealed by Albans, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.ny.lectronic copes. I Thomas"IL•;4lbaai'PE Nti:393 00 0.11Farki'E st'Bly .i 361 pate; March 1,2018 Q WARNING . V dfy d-in pa .1— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 10/0-WOIS BEFORE USE. 15DesignvalidforuseonlywithMiTekmconnectors. This design o based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss Web and/or chord members only Additional temporary and permanent bracing 11 A is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the U i fabrication, storage. delivery, erection and bracing or trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375895 P2774AC V2 VALLEY 1 1 Job R ference (optiona Mid-Florida Lumber, Bartow, FL. 2x4 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Mar 1 14 49 14 2018 Page 1 ID:VagtdWh9cinOU3OBshofiPzidh4-GRtRI KdsRuDBlbaW4vUWj701kbbzKlGc LiOkzfFsp 2-5-8 2-5-8 Scale = 1 7.9 RT OF FREE END WIRED. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=69/2-5-8, 2=52/2-5-8, 3=17/2-5-8 Max Horz 1=21(LC 12) Max Uplift 1=8(LC 12), 2=22(LC 12) Max Grav 1=69(LC 1), 2=52(LC 1), 3=35(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45tt; L=24ft; eave=4tt; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 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 8 lb uplift at joint 1 and 22 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.p,Qy,;lectronic eoO es. 1 Thomas"A: /ilban,i..PETlo.393 M)eKIISAjI 'c:_FLCeA 66, 699A Faifc E ittv18. .611i; D,tey March 1,2018 Q WARNING • Verily design paraniefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 — IOM"015 BEFORE USE. Design valid for use only with Mri eke connectors This design is based only upon parameters shown. and Is far an individual budding component. notWtatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y„ budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing n`i1 Is aWays required for stability and to prevent cogapse with possible personal injury and propeny damage. For general guidance regarding the ,rr,1! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Crltarla, DSB-ee and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute, 218 N. Lee Street, Suite 312, Alaxandna. VA 22314. Temps, FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/Spruce A or C 2774_Bonus T13375896 P2774AC V3 VALLEY 1 1 Job Reference i Mid-Flonda Lumber, Barlow. FL. 2x4 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 10.0 Lumber DOL 1.25 BC 0.14 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017(rP12014 Matrix-P 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49 15 2018 Page 1 I D'Vagtd Wh9cinOU308shofiPzidh4-kdCpVKLFdO4pAAm3nOj3wIW48vBinHOre5GYBzfF so 4-3-8 DEFL. in (loc) I/defl L/d I PLATES GRIP Ven(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=137/4-3-8, 3=137/4-38 Max Horz 1=42(LC 12) Max Uplift 1=l7(LC 12), 3=34(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1.11.7 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft, Cat. II; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Intenor(1) 3-8-12 to 4-1-12 zone,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 beanng. 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 vide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 34 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. ny,glectronic Co es. Thomas A Alb,m,fET1o:383e 0 JMi`i ktjSAj I 'c-FLC4rt 86 ' 69941?a'rk1iE sYBtv 2:a Y 81a March 1,2018 WARNING - Verily design panm4fera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a111-7473 — 10/010015 BEFORE USE. Design valid for use ony with MITekO connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling o1 individual truss web and/or chord members only Additional temporary and permanent bracing htOwisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtheW fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr1Ph Quality Critterla, DSB-89 and BC51 Building Component 66D4 Parke East BNd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Mexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Spruce A or C 2774 Bonus T13375897 P2774AC V4 VALLEY 1 1 Job Referenceo io a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Mar 1 14:49:15 2018 Page 1 ID:VagtdWh9cinOU3QBshoftPzidh4-kdCpV<LFdO4pAAm3nQj3wRd3xwinHQre5GYBzfFso 2-3-8 2-3-8 Scale = 1:7.5 2x1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 003 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-P Weight 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=63/2-3-8, 2=47/2-3-8. 3=16/2-3-8 Max Horz 1=19(LC 12) Max Uplift 1=8(LC 12), 2=20(LC 12) Max Grav 1=63(LC 1), 2=47(LC 1), 3=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft, 8=45ft; L=24ft; eave=4ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 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 ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of beanng surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 20 lb upIr t at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on ,any.lectronic co es. i ThorYasa J+Ibani,PE;No:39369OrjMiiekl)Si1•I]]eFG•C rt,66 _ 6904 Paiki'i if Blvd.a 33610 Pmm March 1,2018 Q WARNING - Verify daslgn paramaters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 6171.7473 —. 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only. Additional temporary and permanent bmang 11t./In p 1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Ouallty, Criteria, DSB 9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Ale"ridna, VA 22314 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_y1fi r For 4 x 2 orientation, locate plates 0- ",d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 0 IY O U a O I - JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907. ESR-2362. ESR-1397. ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlrns provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 20" m UAKAUE k 31Y Ir 9 4" 5 B FIRST FLOOR NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. S( F13'- 4" ' i r 10% e" SECOND FLOOR J L a v 0 RECORD 16 - HUS26 1-PLY HGRS 6-THA422 FLR. HGRS 4 - HHUS46 FLR. HGRS 1 - HGUS28-3 3-PLY HGR APPROVED TRUSS ANCHOR BY BUILDER BQTJOM =4x2 31 4x2 2x4 Cont. Band TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 / TOP= 2x4 12 6.0 12 12" TRUSS END DETAIL rNG SA F p4'c0 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE- 200 TOP CHORD LIVE 400 TOP CHORD DEAD, 200 TOP CHORD DEAD: 100 BOTTOM CHORD DERD: 100 BOTTOM CHORD DEAD 5.0 TOTRL LOAD (PSFI 500 TOTAL LOAD PSF) 550 STRESS INCREASE 125 1 STRESS INCREASE. 10 THIS TRUSS SYSTEM HRS BEEN DESIGNED WITH LOADS GENERATED BY 140 '"1 WINDS USING 40 PSF TOP CHORD DEAD LOAD MID 30 PSF B017011 CHCRD DEAD LOAD 0 ROLES FROM "RIM 0HIINLINE CRT. IL EXP B UTSCE 7-101 2774 - A or C IPark Square Homes LEGR MRSS NO OPT SPRUCE - A or C 2774AC I N/A 12-2e-le I Bmax Revision City of Sanford Response to Comments Building & Fire Prevention Division AUG 2018 Ph: 407.688.5150 Fax: 407.688.5152 OL Email: building@sanfordfl.gov Permit # 18-1289 Submittal Date 8.15.18 Project Address: 2631 Flycathcer Way (Wyndham Preserve lot 231) Contact: Bill Youngman or Michelle Parkison Ph: 407-529-3160 Fax: Email: mparkisonaaa. rksquarehomes.com Trades encompassed in revision: General description of revision: d Building Plumbingd Electrical Mechanical Life Safety • Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Monta Consulting & Design of WMR and Associates, LLC Northpoint II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve— Lot 231(2774 Spruce, Elev `A') Date: 08/15/18 Plan Revision: Client revision to the master bath. Plan changes: Updated plans to add the optional master bath and added repair details. All changes have been clouded and marked with Delta 2. Sheets affected: 00, 01, 02, 07, SC, S 1 A, S2A, S4A, & S8 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, 15lightyears 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 rnith 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: C Permit #: Job Information Builder: PAIl 4 G Community: oe ot: Z3 Address: Unit: City: State: PC zip: 9?—?73 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (ERI): = 2047 X 60 = ZZ- 77 = r,--3 Method for calculating building volume: CFM(50 Building Volume ACH(50) O Retrieved from architectural plans A chanical Ventilation is not required) • Code 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)(0, (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterlor windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.1-leating 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: Date of Test: Printed Name of Tester: Will Torres License/Certification #: 9704654 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: , S G ommunity: Lot: Z3/ Address: Z`? Unit: City: !O/ State: C Zip: 3Z773 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems g-- 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 (,o) . [:]NO (soon3) 0 Performance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the 7% = n-01 Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Ca1cc) y or R406-2017 PASS FAIL Q' w Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET L L W a, E 0 X W z tA Certificate of Achievement THIS ACKNOWLEDGES THAT Will Torres HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 9704654 Certification Date: November 7, 2018 Certification Expires: November 7, 2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) n CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F.- Application No: jFs' 12aq Documented Construction Value: S Job :address: 2u-2,[ Historic District: )'es \o 0 Parcel ED: L F f Residential [[]Commercial Type of Work: New 0 addition AlterationEl Repair 0 Demo El Change of Use 'move El Description of,NN'ork: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Nance Parye . sQuctrePhone: Street: Title: Resident of property? : City, State Zip: Contractor Information me i it Ari 1' '_ II 1C-_``'.''(J F 1 T`i Phone: L I I i Street: '-!C% t c i i> t_i/ t Fax: Lj",'_1-7,SS3 I QC)7 Cite. State Zip: Y l I i <i, ' 1 7 % / / I State License ,No.: ante Street: Cite. St. Zip: Bonding Company: AddreSS: Architect/Engineer Information Phone: Fax: E-mail: Iort-ave Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO)IMENMIE\T MAY R.FSC'LT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. : NOTICE OF CWLMENC'EMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA1N FINANCING, CONSULT WITH YOUR LENDER OR A ATTORNEY BEFORE RECORDING VOCIt NOTICE OF CO IMENC EME.NT. Pp l'•:ui077 '.i he:eb' G=aL'. 6o o tain a Fe nil'.; iC da ine work Lnd I :s.allatlons as IndI=cd. I Cenif\' i •a; 110 \;'G:i: of li::i o:iii?ie:ICea r:or t0 ili_ IS:Ca:i:? Of, Peiiiiii ai;d ;ha; all ll'O:n will I:'e perfor%,ed io iaeei Siand_rd; ofall la;;'s reindaiii!C' 7 ;ilis jurisdic;ion. I understand that a separate permit must be secured for electrical i\ork. plumbin_,. signs. molls. pools. furnaces. boilers. heaters, tanks, and air conditioners. etc. FCC 10;.; Shall he in:criiked %silt the (late of application and the code in i•ffcet ac orthat date: ;`h r_dition ('-fll :) fInrida Buildin: GOtL-2 i NOTICE: to addition to the requirements of this permit. there may be additional restrictions applicable to this propery that ma", he found in the public records of this county. and there may be additional pernuts required From other governmental entities such as water management districts, state agencies. or federal agencies. Acceptance of pemut is Verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 711 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 m order to Calculate a plan review charge and tt ill be considered the estimated construction value of the job at the time of subtittal. 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 ftmured off the executed contract exceed the actual construction value. credit twill be applied to your pen -nit, flees when the permit is issued. OWN-ER'S AFFIDAVIT: I certify that all of the foreaoin; information is accurate and that all Nvot•k Nvill be done in compliance with all applicable laws regulating construction a 'n;. P rin; Owns .,As:v,:'s N.tn: is .3;a: e of :\ ourv-S;me of F iric3 D^_;: Owner!A2e111 is Personally Known to Me or ProdUCed iD Type of ID Conrractor:'.agem is ' Personally: Known to M.- or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: But Elec:rlCal \lechan!cal Pl!lnlbino Gas ROOF Constt•uction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of' Stories: New Construction: Electric - _— of _ inps Fire Sprinkler Permit: Yes NO = of H:ads APPROVALS: ZONING: CMI- IENTS: ENGINEERf.XG: UTILITIES: FfRE: Plttnlbing - _ of Fi\t11reS Fire AIai-m Permit: Yes \O WASTE \VATER: BUILDING: P r rp i A DIVISION OF PARK SQUARE ENTERPRISES. I.I_C ford Fire Prevention Division k Ave 32771 It May Concern: advised that Edmonson Electric has been released from the following permits: 3962 Saltmarsh Loop 3860 Saltmarsh Loop 2631 Flycatcher Way 3830 Loon Lane 2614 Green Swallow 3767 Saltmarsh Loop ontractor is Strada Electric. Please let me know if you need anything else to rE an be reached at 407-529-3163 or tpickeringCa@parksquarehomes.com . for assistance with this matter. gyring Coordinator, Park Square Homes D,.1` DESCRIPTION AS FURNISHED: Lot 231, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 235 LOT 236 I J N89.43'03 E J1 62.00' ti LOT 232 24.80' LOT 231 24.80' 8.50' 8.550, B.so' 8.50' 1 LOT 237 1 i ryy11 25.20' 25.20' r 10' URL ESM ai J. ryM 115.14' P.C. N89'43'03 E 62.00' LOT 230 SETBACK$ AS FURNISHED FRONT - 25'(•) ryS, J 0 ti SIDE 5'(40' LOT) 4 0 7.5' (60' LOT) 10' (75 • LOT) FL YCA T CHER WA Y SIDE STREET - 25' (60' & 75' LOT) PRIVATE ROAD (50' R/W) IS' (40' LOT) 15' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PUN AREA CALCULATIONS 2) IN SUCCESSION AT 20' AND A MINIMUM 2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,130 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS F1ATWORK ON/OFF LOT a TOTAL f SQUARE FEET FLATWORK PER DRAINAGE PUNS DRIVE 615/ 122- 737 f SQUARE FEET FOUNDATION/PAD Z630 f SQUARE FEET PROPOSED DRANAGE FLOW WALKS 32/ 310- 342 f SQUARE FEET REAR PATIO 157 t SQUARE FEET LOT GRADING TYPE A (} Q FRONT PORCH DECK 44 t SQUARE FEET O SOD 3.634/ 250 - 3,884 f SQUARE FEET POOL DECK N/A f SQUARE FEETrjPROPOSEDF.F. PER PLANS - 26.5' Q -NM FROM SIDEWALK AND STREET LOCATKIN TAKEN FROM PUNS PROVIDED 8Y CLIENT • NOT FIELD VOMED GRUSENMEYER-SCOTT E7G ASSOC., INC. - LAND SURVEYORS n.r rD • rvDTr w LTNE 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658- 1436 Norm it : oa rvL ru v C Wrvr K v ouranue - Da ® .rL • r®rt f3tVATIK RAmK 1. TW U fCatg NED DM ROM CM" ?Wr DM SM" NEEIS D2 STANWW Dr MCME SET M M M THE FLO OMRD PROUMWA. SLWVCM S AND wNLlo N ~M! 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IRILITY OVO •OWN LDr fEX[ DOTaRAa K ANRDIVAW" Cn . O OT[tt 1Q SCALE — 1- - 20 _y ORASN 6Y: rc • rmin v uaYNnrc i . rDDll a TMIODCT iR10PTfO, CERTIFIED M' M)[ OrAU N. - - DLSL ama PLAT PUN 02-21-1e rolz-la E FOWBOARD FOUNDITTON/ELEW 05-25-16 3374-18 NORTH W Sr TWR. S 147I1 S.COR. TH6 8UOD1NG%PR0PUOY DOES NOT LIE WTHN THE ESTABLISHED 100 TAM FLOOD PLANE AS PER ' MM- S / 1801 ZONE IP wP / 12117COOPO F (09-20-07) 19 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3632 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando. FL 32811 LIES Project No: 0110.1700817.0000 Workorder No: 9379057-3 Report Date: 06/04/2018 g-12, 8-F LIES Technician Alberto Aguirre Date Tested 05/22/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Type of Test: Area Tested: Residential House Pad, Lot 231 Field: ASTM D-2937 Drive Cylinder Method Material: Fill Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of lot Was Building Pad Staked: N Depth of Waterable Below Grade: 6.00 Borings Terminated 2 Feet Into Native Ground? N Number of Locations: 1 Depth of Each Boring: 6.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N General Description of Soils Encountered: 10-3' Tan/brown/dark brown sand; 3-6' dark grey/light grey sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction M Pass or Fail 6 Northwest Corner Of Pad 0-1 ft 106.8 10.6 107.1 13.6 100 Pass 7 Southwest Corner Of Pad 1-2 ft 106.8 10.6 106.4 11.6 100 Pass 8 Southeast Corner Of Pad 1-2 ft 106.8 10.6 107.9 11.9 101 Pass 9 Northeast Corner Of Pad 1-2 ft 106.8 10.6 106.7 12.1 100 Pass 10 1 Center Of Pad 2-3 ft 106.8 10.6 103.2 10.1 97 Pass Remarks: At time of testing, footings were flooded; all densities were done inside the pad area. 2631 Flycatcher Way To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1