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Home My WebLink About3834 Crawley Down Lp- 18-3546; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT IS,--2 5 (4 fo STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000753 BUILDING PERMIT NUMBER: 18-10000753 DATE: August 28, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3834 17-20-31-5VC-0000-0990 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: G34kjllo' OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES L l r1 I 1 /% ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 V J ( LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3834 CRAWLEDOWN LOOP / KENSINGTON q VE / SY RESERVEFRV lFEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS - COLLECTORS N/A 1. 000 dwl unit 705.00 Sing ily Housiing .00 1.000 dwl unit 00 FIRE SCUE 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 9,000.00 PAR1ngle00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER TM 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 THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 6 vg- V Project Name: Kensington Reserve Project Address:3 -_t _t> 1) LJY-, L Building Permit #: Il CA, —3Gjt—j (o Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name of w e nant Print Name of n for Print Name of El. Contractor d Signature f r enant Signature f e ontractor Signature of El. Contractor CGC151715 EC0003096 Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) Grant Maio Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #201A3483 Book:9239 Page:1390; (1 PAGES) RCD: 10/26/2018 11:34:39 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Ina dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-3546 Parcel ID Number. 17-20-31-5VC-0000-0990 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) r s Lot # 0099 of Kensinqton Reserve 3834 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest In property: Fee Simple Tltie Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-092-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 6. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Nick Gargasz Phone Number. 407-692-9820 Address- 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from dale of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Slataare of Ownedorresses. o ors sews Audtodzod recta rr Nick Gargasz Division Manager Print Narm and PrmAde Slprratorys T11Ie/0fdn) State of Florida County of Orange c The foregoing Instrument was acknowledged before me this " , day of by _ Nick Gargasz Who Is personally known to me b(OR No= of person making swainerd who has produced Identification O type of Identification produced: TRACY LEIGH MCDONALD O` p ; ' WCOMMISSION # FF925012 darystcnanae O fti EXPIRES October OG. 2019 j.•' 407)30&0153 FbrtdsNotwyStAico corr Q O s'3 g'lL)G AUG 2 0 2018 Job Address: 3834 Crawley Down Loop 12 C--el't_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S LP Documented Construction Value: $ 5 35 Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0990 Residential X Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City; St, Zip: Longwood FL Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnpces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of applicationand the code in effect as of thatdate: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 (11(7o3 fo, -7 /(, 3 42.o81QPermitApplication 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 d zoning. 8/16/2018 8/16/2018 Sign of0 er ent Date Signat ofC tractor nt Date Tracy cDonald Trac c onald Print Owner/Agent's Name Print Contractor/Agent's Name 8/ 16/2018 8/16/2018 Signature of Notary -State of Florida Date o"' SY atue,,c MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 N1l1" Bonded Thru Budget Notary Services Signature of Notary -State of Florida Date oOILY P&, MEAGAN LYNNE FOWLER r r * MY COMMISSION # GG 063253 L3Lk o EXPIRES: January 17. 2021 s EOF Flop Bonded Thru Budget Notary Services Owner/ Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY rzlPermits Required: Building [AC Electrical MechanicalfEr Plumbing Gas[] Roof Construction Type: Occupancy Use: j2. Flood Zone: x-5g- Total Sq Ft of Bldg: ZG$ 2— Min. Occupancy Load: X 4 # of Stories: 2- New Construction: Electric - # of Amps Zoo Plumbing - # of Fixtures 1110 Ig Fire Sprinkler Permit: Yes No [], # of Heads APPROVALS: ZONING: Z 101qUTILITIES: COMMENTS: ENGINEERING: k--M 9 -22--1 BFIRE: Ok to construct single family home with setbacks and impervious area shown on plan. S1•co'I- "- A, r90 vS- I , Gf- Fire Alarm Permit: Yes No E WASTE WATER: BUILDING: 5r t z 1!e- 1 a Revised: June 30, 2015 Permit Application CITY OF SANFORD AUG 2 0 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: /g 3 Documented Construction Value: $ 92,735 Job Address: 3834 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0990 Residential X Commercial Type of Work: NewER Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 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 d zoning. r 8/16/2018 8/16/2018 Sign of0 er ent Date Signa ofC tractor nt Date Tracy cbonald Trac c onald int Owner/Agent's Name Print Contractor/Agent's Name 8/16/2018 — 8/16/2018 Signature of Notary -State of Florida Date o,,% Y pgq, C MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 N,'' 7 ° EXPIRES: January 17.2021 EOF Fvc, Bonded Thru Budget Notary Services Signature of Notary -State of Florida Date o1 aY Pue a MEAGAN LYNNE FOWLER MY COMMISSION # GG M53 f EXPIRES: January 17, 2021 FOF F6 Bonded Thru Budget Notary Services Owner/Agent is x_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Application for Paved Driveway, Sidewalk or all Walkway Including Right -of -Way Use & F-°8 7- Landscaping in Right -of -Way www.sanfordrl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other n jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the rr„o,.mmbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. C211 before you d4 1. Project Location/Address 3834 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway n Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of work: Construction of New Single Family Home This application is pu Properly omw.. Signature: Address: 4307 V a Phone: (407) 692-9 by- Print Name: Tracy McDonald H-20 Orlando, FL 32811 Fax: Email: trmcdona@nvrinc.com Date: 08/16/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors 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 inlu f any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasoon attomey's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the y' night -of -way. Signature: understand the above statement and by signing this application I agree to its terms. Date: 08/16/2018 This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date:yQZZ- 2018 Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Drtvaway.pdr 8/16/2018 SCPA Parcel View: 17-20-31-5VC-0000-0990 Property Record Card P P Parcel: 17-20-31-5VC-0000-0990 txev Property Address: 3834 CRAWLEY DOWN LOOP SANFORD, FL 32773 rParcel Information - ----- -- ---+- - --- - ---'------ - --- - 1 Value Summary - -' -- ---------- ---- -- Parcel 17-20-31-5VC-0000-0990 Owner(s) BRISSON WEST PROJECT I LLC Property Address 3834 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 3 "OJ I KAG 02 101 .%09 127.29 j 100 tit O 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 14,000 - Land Value Ag I Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj 0 Amendment 1 Adj 1-!9. 0 0 P&G Adj-- -- - --- --- 0 - - ---- 0 - - Assessed Value 52,000 14,000 Tax Amount without SOH: $266.58 P 2017 Tax Bill Amount $266.58 OrL Tax Estimator 19J 98 6 Is.) Save Our Homes Savings: $0.00 110 tD ' Does NOT INCLUDE Non Ad Valorem Assessments 0o GaP F w'Vloop his Legal Description LOT 99 - - - - ---- - - -- - - -- - - - - - KENSINGTON RESERVE PB 81 PGS 86-92 Taxes-- --- — --- - --- ------ - -- ---------- ----- - -I Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 I 0 I 52,000 Schools 52,000 0 52,000 City Sanford I $52,000 J 0 52,000 SJWM(Saint Johns Water Management)1 52,000 Ij 0 52,000 County Bonds - 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales I Lana Method Frontage Depth Units Units Price Land Value LOT I 0.00 I 0.00 I 1 I $52,000.00 I $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/Parcel Detail lnfo.aspx?PID=1720315VC00000990 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: s7 I b I O I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The s ecific permit and anplicatiorLKor work locate at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this [Lday of , 200 1s , by Robert Lattanzi who is m pe_"rso_ng -V knowm to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) Rev. 08.12) I Signature M jO" AW Fo w c f- R Print or type name Notary Public - State of _ Commission No. My Commission Expires: MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 Il a EXPIRES: January 17. 2021 o; F '- Bonded Thru Budget Notary Services SQ.FT. CAM'S 15T FLR LIVNG 904 SO. FT. 2ND FLR LIVING 1265 Sa Fr. TOTAL LIVING 2169 Sa Fr. ENTRY 40 8Q FT. GARAGE 44S BG1. FT. TOTAL 2658 6O. Fr. PATIO 24 8a FT. OOPOLBR NO CLADCM T M UOADO MW WO F7vMM Fall A GEOM GLIUM CALL • OOLLW FMAGED TDII DOZE m L/H O 1 @ 16 -V 5 74D0/-3016 aw 2 74 3OW DR 4 2115/-3605 3 33 2) 75-SH 5 7113/-3450 4 1 64 6060 SCE 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT-150 / VASO.I16 HPI1 B. RRERNAL PRESSURE COEFFICENT.• 16 C. RISK CATEGORY.TYPE II D. E)0'05LU;E CATEGORY C NOTE, VALUES FOR C011PONENTS ) CLADDING PRESSURE ARE BASED ON THE Wit DESIGN WND SPEED. FBCR, 6TFI ED. (20T1) ALLOWS THESE PIEMURE6 TO BE MILTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOY@JAL TESTED VALUES USED BY PRODUCT MANFACTUIREM NOTELPRIOR TO DITM&L MALLATIM O( ALL H4Y243 MMS 7'-V FRM TIE RUIN BOOR LD® W .L 13E "AYO AO MAT11MATE' A TIMM TFEATED "AT Ly, 4 u70O HOW 4 16, OO A CABINET SECTION FIRST FLOOR PLAN SCALE, V4 . I'-0' ELEVATION 'L' A R C H I T E C T I Design Group. . 1441 N RONALD REAGAN BLVD. LONG OD. iL32730 PH' 407.774 6071 FAC407- 77"075 www Mdp,r•„A— M f 0003323 YIIII etmDrv. eG TAT KENSINGTON RESERVE LOT 99) MODEIi LARGO VERSION801) PROJECT R2065. 0 9/00001 PAGE: FIRST FLOOR PLAN ELEVATION- L: ELL) DATE: 7/19/18 SCAXM 1/4'=1'-0" 8i1MET 3 OF 9 OO POMW ARO OLAMM RAG WADI SUE Ao E7DO6LRE FOR S aECM CLWO CALL 1901AM MAXIXTIDII 7LFE m MT1 MHO FODTACE OB10 1 D ECS6 5 7665/-3125 W D S5 4 76b5/-3U4 IS D SH 5 8675/•3TAi 7 D 5 76b5/•31DD 3 5 54 4 7665/-3W TRIP 4 D S6 5 7665/-31M 4A D E&R6 4 7665/-39 5 Q T3 '.%7 er 5 Alb/-3A10 6 6 EGRESS 4 7665/-3L14 WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECCMD GUST) WLT.150 / VASD-116 MPH B. NTERIAL PFESSWE COEFFICENT.. 1S G F716K CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE, VALUES FOR COMPO EWS S CLADDNG PTE061 ATE BASED ON THE Wit DE61C11 U7ND 6P®. RICK 6TH ED. (7011) A lZM THESE FAEMM6 TO BE K LTIPLIED BY 0b TO MEET T11E ALL010Z LE OR NCMINAL TESTED VALLE6 USED BY P1a7DUCT MANFACTURERD, NamLPRIOR TO ORTU4LL IRGTALLATICN CN ALL R7Y4Y 18VERS 7'-V FF01 nE RM FLOOR UL16E SPRAT® MO TREATED IV WRATE' A TERMTE TREATED SPRAT 3/4' T4G &M FLOOR CUED . 6ClEDED PER "LIM 60-0XILE PRE-ENC. R12 MISSES FER MISS M-M 7) LAYERS W 3/4• FLYILIOOD OR (7) LAYERS OF 3/4' 8.0 FLOOR MATEMAL FaP6 FOR SOLID "LIM SEO/E 2.Q 6TRDYtR TO 6OUD NAILRG SV 17d NAIL6 TO ISC NAILF9 — -- 10'-8 314' ZND. 9'-4' BFd'a. W. I bur p' ww 1 WALL FOYER2yn 6YP ReE4 D OU Ud NAILS . i-6- OG xm 6.YP. TREAD a a 7x4 FE-WORC?Y . EA 7NQ T" STR MER y mIO POO'LATE L< r7. 0 6TRSICFR TO SIT ON LANDPG CEYOND) STAQ7 DATA: 17 R64BRS 67.57' 3/4• T40 etm FLOOR SLED . 16 MAIDS 010" +1' NOSING HALED 7x6 BLO 3A6* A6EQ6®TO MK I V UV 3A6' TAP cal6 FID11V4' OTA 74' Or -STD FpaM17r tANL70tl 0'-0' FIN. FLR LIZ7x4 P.T. HATE BELLE 0V Wd OffNALLb W OL. NA.)C STAIR SECTION: 9'-4" BRG. HT. 1 1 SCALE. IR . 1'-0' Z'- Z• V-4' L3'- 4- 5'-4' 06 O 4AEw 6 SECOND FLOOR PLAN SCALE. V4 . I'-0' ELEVATION 'L' O POST A R C H IT EC T S Design Grou Inc 141 N. RONALD REAGAN ILVD LONGWOOD. R 32750 PH: 407-774407 FAk407- 77"073 rr M.d(NEr-p— AA. OOOM25 BIIIIIIIII r UBDIV. dG LOT. I NSINGTON RESERVE LOT 99) MODEIt LARGO VERSIONJ01) PROJECT R2065. 0 9/00001 PAGE: SECOND FLOOR PLAN ELL) DATE: 7 /19 /18 8CAT. TM 1/4"=1'-O" 9FaDE' P 4 or 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit 4 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulatior Final 1000 Final Single Family Residence Address: E •+IT` - - ELEGTRICAL••:P R1VI Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final t ,. 12,57 Min Max Inspection Descri 'tion 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final yALIY R.'.tSni+4'-:4-••YL•!'tY,YI KrY gR.MECHA?1V1'CAL`P ERM:IrT j - " :; i.^,S;i tsttiSlY:Y N • .•'( '/%f+ !{-"f•:A jl "a •'to-'/jy. •: c - ;. r . ' ^-- _. :;:• mN: . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SJ NFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3834 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0990 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-3548 Reviewed by: Michael Cash, CFM Date: August 22, 2018 4w c., a; Job Address: Parcel ID: Type of Work: New Description of E C E IVE - CITY OF SANFORD 4 BUILDING & FIRE PREVENTION NOV 0 1 2018 j PERMIT APPLICATION a AV BY: "ppUcation No: Documented Construction Value: S , • 7 Ulf Historic District: Yes No Residentiag Commercial Addition Alteration Repair Demo Change of Use Move New Residential Construction Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Name Street: City, State Zip: Title: Clerical Email: info a,api-orlando com S Property Owner Information Phone: Resident of property? Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License N C1P-0057881 Name: Street: City, St, Zip: Bonding Company: Address: o.. Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 1 understand that a separate permit roust 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: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application CQT k3'1. 00 N0110E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal, The actual construction value will be figured based on the current ICC valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signstureofowner/Agnt pa — Print OwnedAgent's Name ' — SignahneofNote*-State ofFlorids pabe Owner/Agent is Personally Known to Me or Produced ID Type of ID Signetwo of ConhactodAgent A Thomas Smith Print ComrarodAgant's Name _ S gna ircaf 'otuy- ="I=ka-SmM Dale NOTARY PU13LC o STATE OF FLORIDA Ca... GG135M Wm 821/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electtical Mechanical Plumbing[] Gas Roof [] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [] # of Heads APPROVALS: ZONING: UMITIES: ENGINEERING: C011'IIKENTS: FIIME: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003546 Date 11/01/18 Property Address . . . . . . 3834 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.SVC-0000-0990 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085620 Permit pin number 1085620 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003546 Date 11/01/18 Application pin number . . . 375230 Property Address . . . . . . 3834 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0990 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 291097 Application desc new sfr / nOC ON FILE AND RIS ON FILE Owner Contractor ryan homes RYAN HOMES c/p tracy 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2682.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085620 Permit pin number 1085620 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee . . . . 108.00 Issue Date . . . . 11/01/18 Valuation . . 4550 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 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 99 Kensington Reserve Largo LGRSW Builder Name: RYAN HOMES Street: 3834 Crawley Down Loop Permit Office: gV/ 2City, State, Zip: Sanford , FL , 32773 Permit Number# , 8 - 3 5 4 Jurisdiction: 691000 6 s Q Owner: Design Location: FL, Orlando County:: Seminole (Florida Climate Zone Q 1. New construction or existing New (From Plans) 9. Wall Types (2496.0 sqft.) Insulalia, E* 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1194.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 952.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft: 10. Ceiling Types (1301.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft 6. Conditioned floor area above grade (ft') 2169 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft' 7. Windows(212.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 164.38 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.678 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features b. Floor over Garage R=11.0 397.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.098 Total Proposed Modified Loads: 64.25 PASS Total Baseline Loads: 64.21 1 hereby certify that the plans and specifications covered by Review of the plans and fliE S7r this calculation are in complian a Florida E specifications covered by this o4 r``,, Off, Code. calculation indicates compliance with the Florida Energy Code. urr, „ 0 PREPARED BY: Before construction is completed DATE: 7-26-18 Winn Keomany this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desig d, is in compliance Florida Statutes. with the Florida Energy Code. CODS OWNER/ AG NT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.070 Qn for whole house. 7/ 26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 99 Kensington Reserve La User 1 RYAN HOMES 691000 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2169 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 99 Kensington Resr 3834 Crawley Down Lo Seminole Sanford , FL , 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2169 18870.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2169 18870.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 0 397 ft2 904 ft2 11 0.16 0 0.84 0.39 0 0.61 ROOF V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft2 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ft2 0.11 Wood 7/26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Space 1 SE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 NW Exterior Frame - Wood Main 13 43 9 8 0 350.0 ft' 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 7 NE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.01 0 10 NE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 11 NE Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated Main None .25 3 8 24 ft' 2 Wood Main None .25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 5 NW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 NE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 7 NE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 8 NE 11 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 4 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft' 449 ft' 33 ft 8.7 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA Egi-A ACH ACH 50 1 Wholehouse Proposed ACH(50) .000332 1887 103.6 194.83 2981 6 7/26/2018 5:26 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 151.8 cfm 0.07 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinH Feb [ ] Mar Jan f X Feb [X] Mar A r Apr Ma Jun X Jul May riJun f i Jul X Aug AugSe SepOct Oct Nov Nov Dec DecVenting Jan [ Feb X Mar Jun [ Jul Aug Sep X 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 7/ 26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows** Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A 3834 Crawley Down Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2169 b. N/A Area c. N/A 164.38 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems ft' a. Central Unit ft' 1.678 ft. 0.290 Insulation Area R=0.0 904.00 ft2 R=11.0 397.00 ft' R= ft' 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. herwise, a new EPL Display Card will be completed based on installed Code co/m n tures. Builder Signature: Date: Address of New Home.q4q r ity/FL ip: Insulation Area R=13.0 1194.00 ft' R=4.1 952.00 ft' R=13.0 350.00 ft' R= ft' Insulation Area R=30.0 1301.00 ft' R= ft' R= ft' R ft' 6 430.8 kBtu/hr Efficiency 34.8 SEER:15.00 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat o TaE srgr o AN c Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 QDEL-AIR Manual S Compliance Report nufflilm- 'ca"'i1ll"M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3834 Crawley Down Loop, Sanford, FL 32773 Design Conditions Job: Lot 99 Kensington Reser... Date: 7/25/2015 By: FJF Outdoor design DB: 93.0°F Sensible gain: 27998 Btuh Entering coil DB: 76.7°F Outdoor design WB: 75.2°F Latent gain: 3625 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 31623 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 29993 Btuh 107% of load Latent capacity: 4556 Btuh 126% of load Total capacity: 34548 Btuh 109% of load SHR: 87% Design Conditions Outdoor design DB: 40.9°F Heat loss: 23959 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 136% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.0 kW 100% of load Temp. rise: 19 OF Meets all requirements of ACCA Manual S. wrighLs0fi• 2018-Jul-2616:57:03 v I .. ...... o.r Right -Suite® Universal 2018 18.0.13 RSU24001 Page 1 M... LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW Component Constructions Job: Lot 99 Kensington Reser... DEL-AIR n Date: 7/25/2015 F°t'1D-AMCONKi1MM Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3834 Crawley Down Loop, Sanford, FL 32773 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: Daily range (T) - 17 ( M) Method Simplified Wet bulb (°F) - 75 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain re BtuhM-'F fe-'F/BWh BWNI? BWh BtuhM BWh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 210 0.091 13.0 2.65 556 2.86 602 fnsh, 2"x4" wood frm, 16" o.c. stud se 337 0.091 13.0 2.65 892 2.86 965 sw 148 0.091 13.0 2.65 392 2.86 424 nw 196 0.091 13.0 2.65 519 2.86 562 all 891 0.091 13.0 2.65 2359 2.86 2553 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum ne 199 0.201 0 5.85 1166 5.33 1063 board int fnsh se 252 0.201 0 5.85 1474 5.33 1344 sw 102 0.201 0 5.85 597 5.33 544 nw 536 0.201 0 5.85 3133 5.33 2857 all 1089 0.201 0 5.85 6369 5.33 5809 Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, ZW" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" ne gap, 1/8" thk; NFRC rated (SHGC=0.29); 4 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft sw overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht sw nw all 323 0.091 13.0 2.65 855 1.47 474 30 0.350 0 10.2 306 26.0 780 33 0.350 0 10.2 333 22.1 722 48 0.620 0 18.0 866 30.9 1482 12 0.350 0 10.2 122 21.4 257 15 0.350 0 10.2 153 21.7 325 45 0.350 0 10.2 458 21.7 975 15 0.350 0 10.2 153 21.7 325 15 0.350 0 10.2 153 22.1 331 90 0.350 0 10.2 917 21.7 1956 WlrigFttsoft- 2018-Jul-26 16:57:03 u•,.......-,. Right -Suite® Universal 2018 18.0.13 RSU24001 Page 1 LargoLGRSW1Lot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW Doors 11JO: Door, mtl fbrgl type 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fish Floors 19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth sw 24 0.600 6.3 17.5 419 18.6 447 n 18 0.390 0 11.3 203 12.1 216 1301 0.032 30.0 0.93 1212 1.75 2271 48 0.049 30.0 0.49 24 0.31 15 341 0.078 11.0 2.27 775 1.13 387 105 0.989 0 28.8 3007 0 0 2 0.989 0 28.8 60 0 0 all 107 0.989 0 28.8 3067 0 0 k wrlghtsofflt' 2018-Jul-2616:57:03 ti Right -Suite® Universal 2018 18.0.13 RSU24001 page 2 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Project Summary Job: Lot 99 Kensington Reser... 1 Y Date: 7/25/2015 Nuffm•mca"IMMIMIa Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web, WWW.DEL-AIR.COM For: RYAN HOMES 3834 Crawley Down Loop, Sanford, FL 32773 Notes: L.S. 12-2-17 SRP RVSD 1-9-18 SRP L. S. 7-26-18 VWK Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 20689 Btuh Ducts 3271 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23959 Btuh Infiltration Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 22468 Btuh Ducts 5529 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swingg multiplier 1.00 Equipmenfsensible load 27998 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2261 Btuh Ducts 1364 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft' 2169 21A Equipment latent load 3625 Btuh Volume (ft') 19206 19206 Air changes/hour 0.28 0.15 Equipment Total Load Sen+Lat) 31623 Btuh Equiv. AVF (cfm) 90 48 Req. total capacity at 0. 5 SHR 3.1 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 0 1160 cfm 0.048 cfm/Btuh 0.30 in H2O Input = 7 kW, Output = 24032 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgFrtsof - 201&Jul-2616:57:03 tea-.-+ Right -Suite® Universal 2018 18.0.13 RSU24001 Page 1 ACCA ..LargoLGRSW\Lot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces, SW DEL --AIR Right-JO Worksheet M-8MC MPIM"` Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name Entire House pdr 2 Exposed wall 255.5 ft 8.0 ft 3 Room height 8.7 It 9.3 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 5 Room area 2205.8 ft' 36.0 ft' Ty Construction U-value Or HTM Area M Load Area (ft Load number BtulVft;'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 ne 265 286 240 210 556 602 0 0 0 0 I-G 2A-2ov 0.350 ne 10.18 26.01 30 0 306 780 0 0 0 0 VE! 13A-2ocs 0.201 ne 5.85 5.33 280 199 1166 1063 0 0 0 0 2A-2ov 0.350 ne 10.18 22.09 33 0 333 722 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 48 0 866 1482 0 0 0 0 V11 12C-0sw 0.091 se 265 2-86 364 337 892 965 0 0 0 0 LAC 2A-2ov 0.350 se 10.18 21.38 12 1 122 257 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 15 1 153 325 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 252 252 1474 1344 0 0 0 0 12C-Osw 0.091 sw 265 286 208 148 392 424 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 45 4 458 975 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 15 1 153 325 0 0 0 0 W 13A-2ocs 0.201 sw 5.85 5.33 126 102 597 544 0 0 0 0 11.10 0.600 sw 17.46 18.63 24 24 419 447 0 0 0 00 W 12C-Osw 0.091 nw 265 286 196 196 519 562 0 0 0 0 V// 13A-2ocs 0.201 nw 5.85 5.33 551 536 3133 2a57 75 75 437 398 G 2A-2ov 0.350 nw 10.18 2209 15 0 153 331 0 0 0 0 R 1-13 12C-Osw 0.091 265 1.47 341 323 855 474 0 0 0 0 11DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 1613-30ad 0.032 0.93 1.75 1301 1301 1212 2271 0 0 0 0 F 19C-19cscp 0.049 0.49 0.31 48 48 24 15 0 0 0 0 F 20P-11t 0.078 227 1.13 341 341 775 387 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 905 105 3007 0 36 8 230 0 F 22A-tpl 0.989 28.78 0.00 8 2 60 0 0 0 0 0 6 c) AED excursion 0 22 Envelope loss/gain 17826 17370 667 376 12 a) Infiltration 2863 949 96 32 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 3000 0 Subtotal pines 6 to 13) 1 20689 22468 763 408 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 20689 22468 763 408 15 Duct loads 161/o 259% 3271 5529 11% 1Mo a3 74 Total room load 23959 27998 847 482 Air required (cfm) 1160 1160 41 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4MImb- wr/yFstyo!!- 2018-Jul-26 16:57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 1 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW 4DEL--AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve... Date: 7/25/2015 By: FJF 1 Room name mud nn kitchen 2 Exposed wall 6.0 ft 23.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 6.0 x 6.0 ft 1.0 x 3225 ft 5 Room area 36.0 ft' 322.5 ft' Ty Construction U-value Or HTM Area M Load Area (M Load number Btuh/ft;'F) BtutUft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1W 12C-0sw 0.091 ne 265 2.86 0 0 0 0 0 0 0 0 G 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 2209 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 56 56 328 299 0 0 0 0 12C-Osw 0.091 sw 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 89 65 378 345 L-D 11JO 0.600 sw 17.46 18.63 0 0 0 0 24 24 419 447 W 12C-Osw 0.091 nw 265 286 0 0 0 0 0 0 0 0 U,V I--G 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 131 131 764 697 2A-2ov 0.350 nw 10.18 2209 0 0 0 0 0 0 0 0 Fj I-p 12C-Osw 0.091 2.65 1.47 79 61 163 90 261 261 692 384 11DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.27 1.13 0 0 0 0 0 0 0 0 F 22A-tpi 0.989 28.78 0.00 36 6 173 0 323 24 676 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 32 162 Envelope loss/gain 866 573 2930 1712 12 a) Infiltration 72 24 283 94 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants Q 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1938 597 13213 3006 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 168 90 140 75 14 Subtotal 1106 687 3354 3081 15 Duct loads 11% 18% 121 124 11% 180/0 366 555 Total room load 1227 811 3719 3635 Air required (cfm) 59 341 180 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- wrlpht:woft- 2018-Jul-2616,57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 2 LergoLGRSMLot9gKensingtonReserveLargoLGRSW.rup Celc = MJ8 House faces: SW PDEL-AIRaar*n • ua oottamrt a Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name mstr rm rrrt 3 We 2 Exposed wall 30.5 ft 14.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cod 4 Room dimensions 1.0 x 251.5 ft 7.0 x 7.5 ft 5 Room area 251.5 ft' 52.5 ft' Ty Construction number U-value Btuh/ftk.'F) Or HTM Btuh/ft Area M or perimeter (ft) Load Btuh) Area M or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WJ 12C-Osw 0.091 ne 2-65 286 108 78 207 223 0 0 0 0 G 2A-2ov 0.350 ne 10.18 26.01 30 0 306 780 0 0 0 0 VL213A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 22.09 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 265 286 0 0 0 0 56 41 109 117 2A-2ov 2A-2ov 0.350 0.350 sw sw 10.18 10.18 21.66 21.67 0 0 0 0 0 0 0 0 0 15 0 1 0 153 0 325 IW 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 r--D 11J0 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 rrw 265 286 136 136 360 390 60 60 159 172 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 nw 10.18 22-09 0 0 0 0 0 0 0 0 L-D 12C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-3Oad 0.032 0.93 1.75 252 252 234 439 53 53 49 92 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.27 1.13 0 0 0 0 45 45 102 51 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 8 2 60 0 6 c) AED excursion 141 122 Envelope loss/gain 1106 1691 631 879 12 a) Infiltration 315 104 150 50 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1422 2626 781 929 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1422 2626 781 929 15 Duct loads 22°/n 29o/u 315 762 229% 299/o 173 270 Total mom load 1737 3388 954 1199 Air required (cfm) 84 140 46 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4.- %Ml I.1t=otttt1 2018-Julk-26 16 57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 3 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Right-J® Worksheet COMMUMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name rm 2 rm 3 2 Exposed wall 4.5 ft 25.0 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 11.5 x 13.5 ft 14.5 x 10.5 ft 5 Room area 155.3 W 152.3 ft' Ty Construction U-value Or HTM Area M Load Area (fi Load number Btuh/ftl-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 k1l 12C-Osw 0.091 ne Z65 286 0 0 0 0 0 0 0 0 I 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 22.09 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 265 286 0 0 0 0 84 84 222 241 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 265 286 36 21 56 60 116 86 228 246 2A-2ov 0.350 sw 10.18 21.66 15 1 153 325 30 3 306 650 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 W D 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 11JO 0.600 sw 17.46 1863 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 rrw 265 286 0 0 0 0 0 0 0 0 pl I-G 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 nw 10.18 2209 0 0 0 0 0 0 0 0 R g---D 12C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 155 155 145 271 152 152 142 266 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 227 1.13 66 66 150 75 152 152 346 173 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1125 242 Envelope loss/gain 503 856 1243 1817 12 a) Infiltration 47 15 258 86 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1549 872 1501 1903 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 309 245 29]0/.333 0 0 14 Subtotal 858 1117 1501 1903 15 Duct loads 1220% 290% 190 324 229/o 552 Total mom load 1048 1441 1834 2455 Air required (cfm) 51 60 89 102 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wrlg1--re- 2018-Jul-2616:57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 4 LargoLGRSW\Lot99KensingtonReserveLargoLGRSW rup Celc = MJ8 House faces: SW DEL --AIR Right-JO Worksheet amm-'" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name loth 1 laundry 2 Exposed wall 5.5 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 11.0 x 5.5 ft 6.5 x 5.5 ft 5 Room area 60.5 ft' 35.8 W Ty Construction U-value Or HTM Area M Load Area M Load number Btutl/ft;'F) Btuh/ftl or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V J l-G 12C-0sw 0.091 ne 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 VL213A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0 350 ne 10.18 2209 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 V11 12C-Osw 0.091 se 265 286 44 44 117 126 44 44 117 126 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 l_GG 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 6 12C-Osw 0.091 sw 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 11 J O 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 265 286 0 0 0 0 0 0 0 0 1 V T-C 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 nw 10.18 2209 0 0 0 0 0 0 0 0 Ij p 12C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 61 61 56 106 36 36 33 62 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 227 1.13 61 61 137 69 18 18 40 20 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 42 Envelope loss/gain 310 284 190 166 12 a) Infiltration 57 19 57 19 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 600 Subtotal pines 6 to 13) 367 303 246 785 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 367 303 246 785 15 Duct loads 22% 1 81 88 220% 299/6 55 228 Total mom load 1 1 448 391 301 1013 Air required (cfm) 22 16 15 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfpFsttaioti!- 2018-Jul-2616:57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 5 LargoLGRSW\Lot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces. SW 4DEL--AIRar. • #A w ortror ra Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Mb: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name mt 4 mstr bth 2 Exposed wall 11.0 ft 22.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 132.3 ft 1.0 x 111.0 ft 5 Room area 132.3 ft' 111.0 ft' Ty Construction number U-value Btuh/ftk-'F) Or HTM Btuh/ft Area (111 or perimeter (ft) Load Btuh) Area M or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val 12C-0sw 0.091 ne 265 2.86 0 0 0 0 72 72 191 206 G 2A-20v 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 2209 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 265 286 88 73 193 209 104 92 244 264 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 12 1 122 257 2A-2ov 0.350 se 10.18 21.66 15 1 153 325 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 1W 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 D 11JO 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 rrw 265 286 0 0 0 0 0 0 0 0 11 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 r-G 2A-2ov 0.350 nw 10.18 2209 0 0 0 0 0 0 0 0 R l 12C-0sw 0.091 265 1.47 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0D C 1613-30ad 0.032 0.93 1.75 132 132 123 231 111 111 103 194 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 227 1.13 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 129 103 Envelope loss/gain 469 894 660 1023 12 a) Infiltration 114 38 227 75 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal Qines 6 to 13) 583 931 887 1098 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 583 931 887 1098 15 Duct loads 22a/a 29a/o 129 270 22% 29a/a 197 319 Total morn load 712 1202 1084 1417 Air required (cfm) 1 34 50 1 52 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 044- wrlghtarolt- 2018-Jul-2616:57:03 A%, - -- Right-Suite(g) Universal 2018 18.0.13 RSU24001 Page 6 LargoLGRSMLot99KensingtonReaerveLargoLGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Right-JO Worksheet ALUM-MCMI n10""° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name mstr wic mstr wic int 2 Exposed wall 7.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.5 x 5.0 ft 5.5 x 4.5 ft 5 Room area 37.5 ft' 24.8 ft' Ty Construction U-value Or HTM Area M Load Area (ftl Load number Btuh/ftk-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 KV 12C-0sw 0.091 ne 265 286 60 60 159 172 0 0 0 0 L- 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 2209 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 1018 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 1018 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 265 286 0 0 0 0 0 0 0 0IW Es-c 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 W L D 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 11.10 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 265 286 0 0 0 0 0 0 0 0 v/J I--G 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 nw 10.18 22.09 0 0 0 0 0 0 0 0 12C-0sw 0.091 265 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 38 38 35 65 25 25 23 43 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 227 1.13 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 2 Envelope loss/gain 194 224 23 41 12 a) Infiltration 78 26 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 271 250 23 41 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 271 250 23 41 15 Duct loads 22% 29°/a 60 72 22°/a 291/6 5 12 Total room load 331 322 1 28 53 Air required (cfm) 16 13 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nil tMdC3P t- 2018•Jul-2616:57:03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 7 LargoLGRSMLotggKensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW PDEIR Right-J® WorksheetL-A°'°"'"'° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone- 407-333-2665 Fax 407-333-3853 VVtb: WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name mstr we pantry 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 5.5 x 4.0 ft 6.0 x 5.0 ft 5 Room area 22.0 ft' 30.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft Load number Btuh/ft;'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 f12C-0sw G 0.091 ne 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 2209 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 47 47 273 249 VV 12C41tsw 0.091 sw 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 IWI _ D 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 0 0 0 0 11JO 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 265 286 0 0 0 0 0 0 0 0 V J-- 13A-2ocs 0.201 nw 5.85 5.33 0 0 0 0 0 0 0 0 rG 2A-2ov 0.350 rnv 10.18 2209 0 0 0 0 0 0 0 0 R L-D 12C-Osw 0.091 265 1.47 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.93 1.75 22 22 20 38 0 0 0 0 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 0 0 0 0 F 20P-11t 0.078 227 1.13 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 30 5 144 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2 14 Envelope loss/gain 20 36 417 235 12 a) Infiltration 0 0 60 20 b) Room ventilation 10 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal Qines 6 to 13) 20 36 477 255 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 477 255 14 Subtotal 20 36 0 0 151 uct loads 220/a 299% 1 5 11 25% 38% 0 0 Total room load 25 47 1 0 0 Air required (cfm) 1 2 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlytndo!! 2018-Jul-26 16,57,03 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 8 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW DEL --AIR Right-JO Worksheet UMM- CMUMIM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name m12 wic loft 2 Exposed wall 8.5 ft 16.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 4.0 x 4.5 ft 1.0 x 248.0 ft 5 Room area 18.0 ft' 248.0 ft' Ty Construction U-value Or HTM Area (111 Load Area (ftl Load number Btuh/ftk'F) Btuhlftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 WJ 12C Osw 0.091 ne 265 286 0 0 0 0 0 0 0 0 t-G 2A-2w 0.350 ne 10.18 26.01 0 0 0 0 0 0 0 0 13A-2ocs 0.201 ne 5.85 5.33 0 0 0 0 0 0 0 0 2A-2ov 0.350 ne 10.18 22.09 0 0 0 0 0 0 0 0 11 2A-2ovd 0.620 ne 18.04 30.87 0 0 0 0 0 0 0 0 12C-0sw 0.091 se 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 0 0 0 0 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 se 5.85 5.33 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 265 286 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 0 0 0 0 IWI 13A-2ocs 0.201 sw 5.85 5.33 37 37 218 199 0 0 0 0 D 11JO 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 rtw 265 286 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 5.85 5.33 42 42 246 224 154 139 813 741 2A-2ov 0.350 nw 10.18 2209 0 0 0 0 15 0 153 331 12C-0sw 0.091 265 1.47 0 0 0 0 0 0 0 0 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0D C 168-30ad 0.032 0.93 1.75 18 18 17 31 248 248 231 433 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 48 48 24 15 F 20P-11t 0.078 227 1.13 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 25 89 Envelope loss/gain 481 430 1220 1609 12 a) Infiltration 102 34 199 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 583 464 1419 1675 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 583 464 274 218 14 Subtotal 0 0 1693 1893 15 Duct loads 1250/6 389/6 0 0 25% 1 380% 417 722 Total room load 0 0 2110 2615 Air required (cfm) 0 0 1021 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vw *'t=. t- 2018-Jul-2616:57:03 Right-Suite(g) Universal 2018 18.0.13 RSU24001 Page 9 LargoLGRSW\Lot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Right-JO Worksheet 1 UITIM- 1 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax 407-333-3853 Web: WVWV.DEL-AIR.COM Job: Lot 99 Kensington Reserve ... Date: 7/25/2015 By: FJF 1 Room name great nn 2 Exposed wall 62.0 ft 3 Room height 9.3 It heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 480.0 ft' Ty Construction U-value Or HTM Area M Load Area Load number Btut1/ftk-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 ne 265 286 0 0 0 0 G 2A-2ov 0.350 ne 10.18 26.01 0 0 0 0 13A-2ocs 0.201 ne 5.85 5.33 280 199 1166 1063 2A-2ov 0.350 ne 10.18 22.09 33 0 333 722 11 2A-2ovd 0.620 ne 18.04 30.87 48 0 866 1482 pl 12C-0sw 0.091 se 265 286 0 0 0 0 2A-2ov 0.350 se 10.18 21.38 0 0 0 0 I-GG 2A-2ov 0.350 se 10.18 21.66 0 0 0 0 W 13A-2ocs 0.201 se 5 85 5.33 149 149 873 797 0.091 sw 265 286 0 0 0 0 tj12C- Osw 2A-2ov 0.350 sw 10.18 21.66 0 0 0 0 2A-2ov 0.350 sw 10.18 21.67 0 0 0 0 W L-D 13A-2ocs 0.201 sw 5.85 5.33 0 0 0 0 11JO 0.600 sw 17.46 18.63 0 0 0 0 W 12C-0sw 0.091 rry 265 286 0 0 0 0 T-G0.20113A-2ocs nw 5.85 5.33 149 149 873 797 2A-2ov 0.350 rnv 10.18 22-09 0 0 0 0 R L-D 12C-Osw 0.091 265 1.47 0 0 0 0 11D0 0.390 n 11.35 1211 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 0 0 0 0 F 19C-19cscp 0.049 0.49 0.31 0 0 0 0 F 20P-11t 0.078 227 1.13 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 480 62 1784 0 F 22A4pi 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 338 Envelope loss/gain 5896 4522 12 a) Infiltration 747 248 b) Room ventilation 0 0 13 Intemal gains: Occupants ® 230 4 920 Appliances/other 600 Subtotal (lines 6 to 13) 6643 6290 Less external load 0 0 Less transfer 0 0 Redistribution 168 90 14 Subtotal 6812 6380 15 Duct loads 111% 18% 742 1148 Total room load 7554 7528 Air required (cfm) 366 312 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r! *.tro!!- 201&Jul-26 16:57 03 I 4 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 10 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW 1' DEL -AIR Duct System Summary IMM - AM C01O1 M9 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: RYAN HOMES 3834 Crawley Down Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.176 in/100ft 1160 cfm Job: Lot 99 Kensington Reser... Date: 7/25/2015 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.176 in/100ft 1160 cfm 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth1 h 448 22 16 0.235 4.0 Ox0 VIFx 17.0 85.0 st2 great rm h 3777 183 156 0.181 8.0 Ox0 VIFx 22.7 110.0 SO greatrrn-A h 3777 183 156 0.188 8.0 Ox0 VIFx 17.5 110.0 stl kitchen h 3719 180 151 0.188 8.0 Ox 0 VIFx 17.5 110.0 stl laundry c 1013 15 42 0.233 4.0 Ox 0 VIFx 17.8 85.0 st2 loft c 2615 102 108 0.294 6.0 Ox 0 VIFx 11.7 70.0 mstr bth c 1417 52 59 0.296 5.0 Ox 0 VIFx 11.0 70.0 mstr rm c 3388 84 140 0.302 8.0 Ox 0 VIFx 9.6 70.0 mstr we c 47 1 2 0.306 4.0 Ox 0 VIFx 8.5 70.0 mstr wic h 331 16 13 0.294 4.0 Ox 0 VIFx 11.5 70.0 mstr wic int c 53 1 2 0.325 4.0 Ox 0 VIFx 3.9 70.0 mud rm h 1227 59 34 0.183 5.0 Ox 0 VIFx 20.8 110.0 stl pdr h 847 41 20 0.176 4.0 Ox 0 VIFx 26.6 110.0 stl rm 2 c 1441 51 60 0.230 6.0 Ox 0 VIFx 19.3 85.0 st2 rm 3 c 2455 89 102 0.225 6.0 Ox 0 VIFx 21.6 85.0 st2 rm 3 wic c 1199 46 50 0.208 4.0 Ox 0 VIFx 30.6 85.0 st2 4 c 1202 34 50 0.301 6.0 Ox 0 VIFx 9.6 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk stl Peak AVF 646 516 0.176 1463 9.0 0 x 0 VinlFlx st2 Peak AVF 222 269 0.208 609 9.0 0 x 0 VinlFlx wrightsoft• 2018-Jul-2616:57:04 Right -Suite® Universal 2018 18.0.13 RSU24001 Page 1 LargoLGRS=Lot99KensingtonReserveLargoLGRSW.rup Calc = MJB House faces: SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrtghLscft« Right -Suite® Universal 2018 18.0.13 RSU24001 LargoLGRSMLot99KensingtonReserveLargoLGRSW.rup Calc = MJ8 House faces: SW 2018-Jul-26 16 57:04 Page 2 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3834 Crawley Down Loop Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakagd 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 L/s/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. 7/26/2018 5:26 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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)(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. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/26/2018 5:26 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 heal trap or a downward and upward bend of at least 3 'Y2 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 & 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 7/26/2018 5:26 PM EnergyGaugeO 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. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas. shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/26/2018 5:26 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 (Mandatoryhe 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. 7/26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 f1nA9_1 i=1\::71:113T.17I 6 I_r[]`.11 69 X L 7.[li`Il]L.j.7tl L•1 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 99 Kensington Reserve Largo LGRSW Builder Name: RYAN HOMES Street: 3834 Crawley Down Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snr'nkler cover olates and walls or ceolenas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 FBC 6lh Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 99 Kensington Reserve Largo LGRSW Builder Name: RYAN HOMES Street: 3834 Crawley Down Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2169 House Duct Total Conditioned Floor Area) System Qn,out)* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 7/26/2018 Duct tightness shall be verified by testing to 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. BUILDING OFFICIAL: DATE: OF qNE STgTl O `Q coD WE 7/26/2018 5:27 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 99 Kensington Reserve Largo LGRSW Builder Name: RYAN HOMES Street: 3834 Crawley Down Loop Permit Office: City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Cond. Floor Area:: 2169 sq.ft. Cond. Volume: 18870 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 j Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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 third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 04-f11E STq c t9 -D- a. 7/26/2018 5:26 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method. Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 7/26/2018 5:25:53 PM Page 1 of 1 EMME mIIIIII -nR 155 GREAT Rm 14x8 Iwcd 2I-4ke'-0• 155 w.rae 14x8 Iwcd 16'x12' 4' 8' 8' 4-5 20 3' bath duct ex Iw 'v I ry 150 8' , r to roof cap l!amm 14x8 Lwcd 'III 4 w/fan .gym Nutone 696RNB _ _ T----- n RAME o exa as 1, o p I., Transfer ducts/grilles sized In compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted I Inch undercut on doors to habitable rooms. 2 CAR GARAGE 2Vr-•aim• FBI FIRST FLOOR PLAN EGALE. V4 • I'-& EL.EYATION V 42X42 A/C SLAB BY BLDR MIN 22'' I ROM WALL I I o o p Elk re cw I I 1 14x8 lwcd 140 18x18 rag, V 6' 110 w.JW MIS Iwcdr-VCL& c ca- 6. om lOx6 Iwcd Td,&CL& Yr-lO'x1 _V r.e• an . 20x6 wal rag r will need to 1e a/c duct chase 4 M 4 Iwcd r p60trcllOx6 IwcdQu S ~ 5' bath duct 5 to roof cap 5 4' µ•eeAT•7rAR w/f an rw. Nutone 696RNB BEDROOM 4 wr-01)W-r r-0• GA 6 50 6 -x6 Iwcd I 18 20x6 wall rag 9' UT," 40 4' dryer duct 8x4 lwc w/dryer to roof cap vent box VIF 3' bath duct 1FT' r-a m z'-n' to roof cap I Iwcd w/fan Nutone 696RNB 2Ox6 wall rag 61 I WNW I EcdeYs 7 100 BE-0Q 9 I r-0• m 12x6 Lwcd r-0 a.n I lx a DT s XT 3.0 TON V/8KV E240V IPH r 18x13 plen I O platform by bldr scale 11/8'=1'O' I L--- I Q SECOND FLOOR PLAN eC V T Must have a m1nIMum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. MW wiling v O C e C) v v Nt_ 0 x Q S N m i Z O CC) w w CLI IX Q - CO LLJ LLJ LIJ ry LLJzaLn p L7 0 0 Z LD H V) I lJ Q Q z ou LL- Q 7) LLJ N, J (7 Y I LL- Z O N m W Z p W Z J Q D _I H Cn O ::) Q Q IX m CL J U) 0 Q DESCRIPTION AS FURNISHED: Lot 99, •KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. TRACT G CONSERVA77ON AREA BPI8 - 35gt, WETLAND BUFFER 2 2' w 10 IV46°30'38" W N 14'16, ZON!N 26.93' Ok to construct single family home with setbacks and impervious area ryti shown on plan. 31 • to 0(0 't"P• LCVr ID VS-1 , 74.67' 74.18' `7!S LOT 99 W S PORdI LOT 100 ..N Cj 5.00' D. 5.00' ti LOT 98 ca ~ V b PROPOSED MODEL LARGO VS1 - L GARAGE RIONT 5.00' e 7 ENTRY t, f 21.J• 5.00" 1e' DRIVE 1 UTIL. ESMT IV 13.93_-1 WALK P.C. M yo• AT 4904645" W 40.00' CRA TYLEY DO TIN L OOP 50' PRIVATE R/W) I PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS mil= PROPOSED DRAINAGE FLOW p LOT GRADING TYPE A PROPOSED FINISH FLOOR PER PLANS 32.0'QLDQ PLOT PLAN ONLY NOT A SURVEY rTVlLwrvc; "`08L.rca• Aa rvravlanca,•• PLOT PLAN AREA CALCULATIONS FRONT 25 REAR = 20' IMPERVIOUS COVERAGE = 1,877t SQUARE FEET OR 31.6R SIDE = 5' FOR 40' LOTS LOT CONTAINS 5,933t SQUARE FEET • SIDE = 7.5' FOR 60' LOTS LIVING AREA CONTAINS 1,3531 SQUARE FEET SIDE = 10' FOR 75''LOTS CONC/LANAI/PORCH CONTAINS 5241 SQUARE FEET SIDE STREET = 25' CRUSEYVME .M?-SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - SAGO E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 I . FLAT PILL. • POINT ON LINO F • FIELD TYP. • TYPICAL V. IRON PIPE PRL POINT OF REVERSE CURVATURE NOTES. 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIN BOARD OF Ill. IRON ROD Pic • POINT DF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CINPTV? 5)-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TD SECTION 472.027. FLORIDA STATUES CA • CONCRETE MONUMENT BAD, • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. • 1/2' UL ./TIER 4396 RJ. NCN-RADIAL VJ. • VITNESS POINT 3. no SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE ALA BE TITHER RESTRICfTONS RFC. RCCOVERCDREF. • POINT Oi BEGINING CALF. • CALCULATED P.O.C. Di COMMENCEMENT RBA PERMANENT REFERENCE M@AIMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVWENTS HAVE BOW LOCATED UNLESS OTHERWISE SHOWN. PINT COENTERLINe: FF. FINISHED FLOOR ELEVATION 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE COMFIED TO AND SHOULD NOT BE REINED UPON BY ANY OTHER ENTITY. NLD NAIL L DISK BSL BUILDING SETBACK LINE e. OLWaj 7NS SHOWN. FOP. THE LOCATION OF LVPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTIt1ICT BOUNMRv ONES. RN - RIGHT-VAY Bi BASE BEARING 7. BEARINGS., ARE BASED ASSUUM ILATUk( AND ON THE UNE SHOWN AS BASE BEARING (B.M) EASEMENTESMT. EASEMENT lL ELEVATIONS, IF SHOWN, ARE BAS. ON NATIONAL GEODETIC VERTICAL OAiVM OF 1929, UNLESS OTHERWISE NOTI:D. DRAIN. •DRAINAGE UT0., UTILITY D. CERTIFICATE OF AUTI40R/ZATION No. 4590. CL.rC. CHAIN LINK FENCE vDFC. V000 FENCE C/o • CONCRETE BLOCK SCALE 30 - DRAWN BY ••• PL. POINT OF CURVATURE PP.- • POINT GF TANGENCY CERTIFIED BY. BATE _ORDER No. DCSC. DESCRIPTION R . RADIUSARC PLOT PLAN 07-17-2018 4657-18 f 0L DELTILIENGTX C CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABUSHED f00 YEAR FLOOD PLANE AS PER 'FIRM' TO CRUSENM R, R. S. / 4714 ZONE "X" MAP / 72117C0080F (08-28-07) W. SCOT7, R.L.S / 4801 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specific ton Form So"'VON Permit # # 1 8- 3 5 46 Project Location Address '32. SANFORD o UR,% As required by Florida Statute 553.842 and Florida AdminWative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June2014 fJ rfJ6:nl-j JL4"' /IS/OAJ d.lL lyd M D 0 cZ t)h ,J 4-b- %S H61""351 C PVC Du' Advantage Plumbing, Inc License # C r ew;-7 7 Signature 0 LJ`LID ti RECORD COPY tAv 91 J r i Aml ROOF TRUSSES 770R I DA CORPORATION W Ln LozL zTI o U) WI, 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.A1 Truss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT. KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:99 / MODEL:LARGO V1 / ELEV:B-L / GAR R JOB#: 72961 MASTER#: WRCLG1 B9 OPTIONS: 9-4 CLG Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1B9 A-1 Roof Trusses JOB #72961 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "B" Address: LOT #99 Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 37 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0012798 A01 5/22/18 13 A0012810 CJ5 5/22/18 25 A0012822 FL09 5/22/18 2 A0012799 A02 5/22/18 14 A0012811 E01 5/22/18 26 A0012823 FL10 5/22/18 3 A0012800 A03 5/22/18 15 A0012812 FG02 5/22/18 27 A0012824 FL11 5/22/18 4 A0012801 A04 5/22/18 16 A0012813 FG03 5/22/18 28 A0012825 FL12GE 5/22/18 5 A0012802 A05 5/22/18 17 A0012814 FL01 5/22/18 29 A0012826 HJ2A 5/22/18 6 A0012803 A06 5/22/18 18 A0012815 FL02GE 5/22/18 30 A0012827 HJ3A 5/22/18 7 A0012804 B03 5/22/18 19 A0012816 FL03 5/22/18 31 A0012828 HJ7 5/22/18 18 A0012805 B03GE 5/22/18 20 A0012817 FL04 5/22/18 32 IA0012829 J2A 5/22/18 19 A0012806 B04 5/22/18 21 A0012818 FL05 5/22/18 33 A0012830 J3A 5/22/18 110 A0012807 CA 5/22/18 22 A0012819 FL06G 5/22/18 34 A0012831 J7 5/22/18 11 A0012808 CAA 5/22/18 23 A0012820 I FL07GE 5/22/18 35 A0012832 I M7G 5122/18 12 A0012809 CJ3 5/22/18 24 A0012821 FL08 5/22/18 36 A0012833 VM3 5/22/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Ovudly &Wad.r Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD ortipftpy T. Tombo III Building Designer is responsible for and shall coordinate and review the TDDs for 5-Fm' U.W compatibility with their written engineering requirements. Please review all TDDs and all related notes. IIII1111/// No 80083 jf Ji bo II; O. ` ••• 1••• G •- O u•• LLC'. L.FIP 1 .i i1_Y, III, P.E. --•Wwrila•'- SERIAL #: 3B BCA22100 0000004C 1287 DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. 46*== TRUSSES A FLORIDA CORPORATION RE: Job WRCLG1B9 No. Seal # Truss Name Date 37 A0012834 VM5 5/22/18 38 STDL01 STD. DETAIL 5/22/18 39 STDL02 STD. DETAIL 5/22/18 40 STDL03 STD. DETAIL 5/22/18 41 STDL04 STD. DETAIL 5/22/18 42 STDL05 STD. DETAIL 5/22/18 43 STDL06 STD. DETAIL 5/22/18 44 STDL07 STD. DETAIL 5/22/18 45 STDL08 STD. DETAIL 5/22/18 46 STDL09 STD. DETAIL 5/22/18 47 STDL10 STD. DETAIL 5/22/18 48 STDL11 STD. DETAIL 5/22/18 49 STDL12 STD. DETAIL 5/22/18 50 STDL13 STD. DETAIL 5/22/18 51 STDL14 STD. DETAIL 5/22/18 52 STDL15 STD. DETAIL 5/22/18 53 STDL16 STD. DETAIL 5/22/18 Page 2 of 2 jJob russ tuss Type FWRC4G1B9 A00127981A-011 Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:05 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-Bgn8PCS_FTHeSv7wwstzlZbl WV K3f WIrl7iDEzDx_q 11-0-Q 7-0-0 12-4-9 17-7-7 23-0-0 , 30-0-0 31-0-0 0- 7-0-0 5 4-9 5-2-13 5_4 7-0-0 -0- a Dead Load Deft. = 5116 in A.R = 27 28 " 29 30 11 31 '- 32 33 - Sx8 = 2x4 II 400 = 5x10 MT20HS= 2x4 II 5x8 = 3x8 = 7-0-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.28 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.56 10-12 644 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240 Weight: 164 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 893(LC 4) 7 = 893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5141/1869, 3-20=-6369/2382, 20-21=-6369/2382, 4-21=-6369/2382, 4-22=-6369/2382, 22-23=-6369/2382, 23-24=-6369/2382, 5-24=-6369/2382, 5-25=-6390/2392, 25-26=-6390/2392, 6-26=-6390/2392, 6-7=-5137/1868 BOT CHORD 2-13=-1633/4653, 13-27=-1631/4669, 27-28=-1631/4669, 12-28=-1631/4669, 12-29=-2276/6390,29-30=-2276/6390, 11-30=-2276/6390, 11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1636/4665, 32-33=-1636/4665, 9-33=-1636/4665, 7-9=-1638/4649 WEBS 3-13=0/505, 3-12=-739/2062, 4-12=-690/480, 5-10=-701/479, 6-10=-752/2090, 6-9=0/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=893, 7=893. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12, 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4. and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=- 1 93(F) 6=-1 93(F) 13=-365(F)9=-365(F) 20=-123(F) 21=-123(F) 22=-123(F)23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F)27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F)33=-70(F) ql In the LOAD CASE/S7 sPrtinn Innds anniiPri to WIlletse tln¢ry,rlrr h'1I1701 n5s[f rfNtrj Rr:LLlBW {(OrLNCK(RIDYj Intl ;l(n(IRa:[Irk, Ierlr Yry pndtn rad ales n,hn,ht;eO.n p IRP,rhldhfl.Iva 4ll lthees llMhS•t ne {de„mxnu o dnWlhl, ti Ylunotrorr,A, umneulmotlMn,il M.w se III TM .4, "MI newp—apem urqum"'mad"j Anthony T. Tombo ill, P.E. rtud4tlm,la I WigB6,uI dMln d4 Pn.fM O.s i,cave+rp oe1.W hur,,.Mrwc e u1.44 r rbd l.ri{n4 rIF11, nd/s(ud!hu euela trneahU 1.n1 a•ye.nwo.r Yrtq tMhoe,nr.W,. el 280083 of lalghtp dfeetn, 11.11td W. et lUD0deeFtnn rW } rkelld"(MmIrt fdM W.M[I PkI'm4 Pl mefxlnd—d'pmd rds-MIm%. 6, rnp.'Utnr an .,1111 , ent+, hm NvIe Eq—.11., 4srrsu,ant 4451 St. Lucie Blvd A rW leWulrt(tl-u qed gn.ertEq l7 d Ientndni lh(rnt h,rf[,ymth101Y{flar hup,n l:ntff¢E me daf r>'+1 ;'"-rbmnnital nllel. Fort Pierce, FL 34946 epfiiph101016A1baIIntact AoflogLlomhe ill, l.I. lepubnioe offlit bmaem, io egfern, it prelJiled.itten 6e,vines permdtix hem 4l luf Tresses- Wherry 1. leaks III, I.I. Job Truss Truss Type tY Y WRCLGIB9 A02 Hip A0012799 2 I Al Roof Trusses. Foil Pierre- FL :i494R no nrnhtr,. •ec Job Reference (optional) a•..-•<<v•.•nri:3.rwsnovr«urrMrreumausmes,inc. Iuemay 2214.39:062018Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-fOL WdYScOmQV43i6UaPClnB_ZZm2oEMu4PsGmgzDx-p 1-09-0-0 15 0 0 21-0-0 30-0-0 1-0 9 000:90 6-0-0 9-0-0 -0_ 4x6 3x4 = 4x6 Dead Load Defl. = 3/16 in 3x6 I I 3x4 = 4x6 = 3x4 = 3x6 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/defl L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.38 12-15 946 240 BCLL 0. 0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min. 0-1-8) 8 = 1260/ 0-3-8 (min. 0-1-8) Max Horz 2 = 74( LC 12) Max Uplift 2 = 357( LC 8) 8 = 357( LC 9) Max Grav 2 = 1260( LC 1) 8 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 950/0, 3-4=-2125/1421, 4-5=- 1992/1451, 5-6=-1992/1450, 6-7=- 2125/1421, 7-8=-950/0 BOT CHORD 2-12=- 1101/1872,11-12=-1336/2204, 10-1 1=-1336/2204, 8-10=-1 104/1872 WEBS 4- 12=- 104/469,5-12=-404/271, 5-10=- 404/271,6-10=-104/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5. Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except et=lb) 2=357, 8=357. LOAD CASE( S) Standard PLATES GRIP MT20 244/ 190 Weight: 129 Ib FT = 10% r.uq ire ll.er¢Itn•In-A,Lao[nissSAS[tinalI11lIIIxSe(OF71flCY}[A[[Oxjtn!I';1WOnIli.IIII'MnlerteiJ*I.ndmdndlots wntli"ship dnq(To,,dikehul er6gll ldrrarLnikh•eM urnrdrr.nrdmnmloo,ery IrGYeeeeerort isnflklicit. 1.Plhnw•dd leehnrOngrlqura(Ir.11r.u0tleMeer;nrudnglODu nrm eetgaudt pelntbnleerresro[rtgrvlagb dlnpdMreJelionLryminehlhDedl,w1.1R1 TVLMpneryeen Idyi areye•oasaR Anthony T. Tornbo III, P.E. I deudMtmsf.I Wlq lehrnpeJela!daa a.rn.40.ieearL•dgand Mtlq pulwr,rniwan elhl[I. BetC der 6rd laYy re4dlFl ill q ndd 6lolden Ntl nedM1elms dey bL4 large, nfiaEud Yrty elitMe n t mer•d deluyMspa dfenn+w W menenaurlhhdupsondpdelwedderayfeymfrrqm.m.({61JpW,rIh IIIdllll nrdanel•pnd plat IIFI LeefirnpnNaee dr nra hne Dr. Lash a 80083 Arr.lu let.1[elrna qrN qee. myla eatrnwehd arimsh [ hrol0e rs to [yn. re•tq N• sp [gandrmtriwln•n. 'ns 4451 St. Lucie Blvd. uT rprrn tC1y ip,nlnnfar IA o31xM :ennrt.lblll 1. 4p1iir1t0ION A•lled lasses-Anhoy1. IrmheIII, 1 . tepubaiardtlisrraonera,itfly Iw,isprolJ"eel.idedthrrein"permissionhim A•Iloaf Insse•Aathrar1.leealo111,r.l. Fort pierce, FL 34946 cuss Type 17177 2800russ RCLClB9 A03 Hip1Lo obReference (optional) Al Roof Trusses. Fort Pierre. FL 34946. design@al truss cam Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek ID: hA3xRN7kH8GY_ sOsevncy2zOBnp-8DvuquTl 4x6 = 4x8 = 5- 7-14 Dead Load Dell. = 1/8 in 0 to bd0 M Lh4x6 II 3x8 = 3x6 = 3x4 = 4x6 II 11- 0-0 19-0-0 30-0-0 11- 0-0 8-0-0 11-0-0 Plate Offsets (X Y)— 2:Edge,0-0-0)L[6:0-5-0,0-2-0), [9:Edge_ ,0-0-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.22 11-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.46 11-20 788 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 11-13 999 240 Weight: 145 lb FT = 10%n LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No:3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1207/130,3-4=-2239/1628, 4- 5=-1932/1362, 5-6=-1739/1343, 6- 7=-1932/1362, 7-8=-2239/1628, 8- 9=1208/129 BOT CHORD 2- 13=-1341/2009,12-13=-963/1739, 11- 12=-963/1739, 9-11=-1348/2009 WEBS 4- 13=-322/427, 5-13=-81/417, 6- 11=-82/417, 7-11=-322/427 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL= S.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=339, 9=339. LOAD CASE(S) Standard r.. 4 linu l-qW! n•hr tr'11130f r[MrSN1rI Q1111111116 a [Oi711C4 (ISiOxj dT!Y;!(n01LTrrIC trr. Tent, ks,p r.rrM, d Rod dnUral ]in$ enp lkuq IT[ar d tr lArrr l lerb 4l l trl.en Len Mr•, rue Uhl A..1w shown tr lDl.w7 Y, I,1rw:m jrh„Mhr.Nd,tr170bhnrL Iselrnrkxplrp.rOe,Sr.ell A. .1 rrpnshq n+,wsdlS,Wtr lnQwtraplFASt`n,MNtr htd,..l. Ml arenpn„ap:rq.idq,r nt,rare3 Anthony T. Tombo ill, PE w— m,rm,MnWghiteRsm agdewNen.tr0mseoervdyRf .trWOgtugwr,strrr4noneLltr redth dl.Y,rd,dDNlrq.nrlwtr101d.EellnrAtrimt.aiyglsli}wigr.hurWh dkrzgJillrrrngrrUUd s80083 trt.' Igh+pn dGeeen.lt.!„nMrtrlW dtrpmn f phhn,dmlNq(rq.msm+tH.o.It01JpWJdHrgd Lrl endvrtN•pme1 F./>.z. RslleLr,lenyead/sndhlstleLn,hs,p,lin+6np [Q.e f truss rnlrwu, ,++ 4451 St. Lucie Blvd dr. l„ Idud Ir a td,a eFeN qw r.req h eo p,w W,hei tr Ims dut lyar h ICI ce to ly Msye, n L•r:t S,m. Flprro e! of sdlq !r rq]i d Yn n n letal.Ilsl. ZtFort Pierce. FL 34946 GppiphitDt016AIIodhosset- AetogT.frets iI01Itpiodwice of ibis imortrools oil farm, is posibad wililcir; the wrines pennissiod how A -I tool Trusses - Asibuy 1. Tocto III, P 1. o Puss russ Type ty P y WRCLG189 A04 Hip 2 1 A0012801 17 Job Reference o tional a•• a •••• w^• moo,,. o ,zu a emu, ,< 26 it Pont. 6.,cu s mov iz zui a m, r eK rneusmes, inc. t ue May Z2 14-39-08 2018 Page 1 ID• hA3xRN7kH8GY_sQsevncy2zOBnp-cPTG2EUtXOgDJNrVb9RgNCDFgNSKG9gBXjLMgZZDx_n 1- 0- 6-5-13 13-0-0 17-0-0 23-6 3 30-0-0 1-0- 0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 -0- 4x6 II 4x6 11 4x6 // 3x4 = 4x6 = 3x4 = LOADING( psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. ( lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1078/170,3-4=-2249/1650, 4- 5=-1926/1395, 5-6=-1532/1289, 6- 7=-1926/1395. 7-8=-2249/1649, 8- 9=-1078/170 BOT CHORD 2- 13=-1 359/2017, 13-22=-845/1532, 12- 22=-845/1532, 12-23=-845/1532, 11- 23=-845/1532, 9-11=-1365/2017 WEBS 4- 13=-465/531, 5-13=-223/498, 6- 11=-222/498, 7-11=-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL= S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=358, 9=358. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 4x6 II PLATES GRIP MT20 244/190 Weight: 133 lb FT = 10% mdy MK d e u, r u. r , I rwr nlssef uutri arw rtrxs a Poem ul mmri m+.r; reuenta:uer e. [,m rd N,m, d.r un. m tm, ee Q de. l to d d wn. tr. n [ [ rd.e., wa en,., wm,en. v md. d m6,.7 YILImm, eT, WI tu16, , nlnK•1 belt., rntp tn•eup,.fr rJ,[.p:n uu/n 1 Tonp his-pw: do Mrn,ad ell-1-lny wrry*W en 4Mr Inuegnd na ao d la rr Cu nu ZhP 'tl' h r Mu.,.dq"'°'",ge141 Anthony. Tombo Ill, P.E. de„da<nlm,Nglrhgn6rurwWdm d4 Am.40.i, nCntd ernrhl.tenp Ooq•,o, i n dr dL br 4;d Mbdldq,r,dllLl 1, genddo, Illdmtrdmde Imt •W4+s1 wig,, Y,tdiEo d.>i,e r any vUnd y Y ldgat ndLf.rt tE.1,,.M blODdlalmu,1 iL6fSdo, GdM Gyrm4E 41 tlA(<Nl ran,edhrnduu m,d.,ar pad r.e,.,.n,trl.romrcarxn aanra,u.,au.. t:., o..*tga..f tm, ,wr.+n,.m =80083 n. wld,mgeterdeFrd,pe,.,mprydlrr,,d,Knmandr[ym,Halo,ILlyM,yr,no,ative6pe,nA twat rp,nYar:unnldad uu. 4451 St. Lucie Blvd. O ii In01P16AIledTre„es-Aodee 1.IombeIll,P.I. le nledioufhi,leconem,inIl In Fort Pierce, FL 34946 PI 1 / P 1 ,isprolileeAri,bon,Yerunspermi„mhenAdleofLnx,AetbarLGnEeIII,L[. Job I russ truss type Qty ply A0012802 WRCL,G189 A05 Common 5 1 Job Reference (optional) At Roof Trusses. Fort Pierce, FL 34946. design@altruss cons, Run, 8.120 s Nov 12 2017 Print, 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14 39:08 2018 Page 1 I D: hA3xRN 7kH8GY_sasevncy2zOBnp-cPTG2EU1XOgDJNrVb7RgNCDIoNSDG3zBXjLMgZzDx_n 1-0 p 8-0-0 15-0-0 22-0-1 30-0-0 $1-0-p 0- 8-0-0 7-0-1 7-0-1 8-0-0 1-0-0 5.00 12 4x6 = 4x6 = 3x4 = 4x6 II LOADING (psf) SPACING- 2-M , CSI, DEFL. in (loc) I/de0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 126010-3-8 (min.0-1-8) Max Horz 2 = 118(LC 13) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528,5-6=-1909/1552, 6-7=-1909/1552,7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOT CHORD 2-14=-1295/1966,14-23=-737/1363, 13-23=-737/1363,13-24=-737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=471/701, 8-12=-425/553, 6-14=471/701, 4-14=-425/554 NOTES- 1) Unbalanced roof live loads have been considered 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=374, 10=374. LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 1 Ic Cb d4x6 II PLATES GRIP MT20 244/190 Weight: 137 Ib FT = 10% r. q.rbsv 4.lsh mbr h's I1JG IIRS6jVI111't QIiLLI RINSlf01p11CN(CSIOxj ill'11(oCrttl:.uli hrr,I,d, rfq pndm o/nd.fr,nshn,Inphm>, 1RP,d O,IA r1,Irr 411 rhrn LMHrr nt OJe,t lernv tldd ndihl.'I . tlbinann rn,lMlrnNWi,illbr•dds,rirnt rfMl.pr.p,.7F dllyr:;Mw gr7lign ho.v deb pdnu d nQn ry ny vltlrybnlnpdOftr e lint trytlNn e I00 Ir.wl. i?FI Ir 4+,p m•gnr, b r umxtlmlL7 Anthony T Tombo 111, P.E. d. udMlm,NglWnlhM1mrw,ir!dtYO.m.MO.ai,rsrcdrefrofl.I/i A,ipr,.oemm dtanl,M0.'derlx/IaJg1WdIM1l lh xnddoetGdo•hdlmdtubn,.+ldoll(9si.srgr.bounseIbnq,Hlrren,rr,Jfnd a80083 M kol hswssi (. e. 4451 St. Lucie Blvd. Ao. lu edw Ir a Iona qed o • I h dl rnn ndnf. h Insf h,rt Equm h 1GI d l(lq rrp, n L „ttera Elmo d w My m toter.) b:o n eiol o ml Fort Pierce, FL 34946 Oppiph11D1DlAAd4dlnsses Amitgh.bmbehll,rl. tepidicialdAil imment, in ley hom, is piciiiiiitil wiihtm tit wimem permississ hem A -I Ical hisses - Whiny 1. foots III, P.I. Job I russ Truss Type Qty Ply WRCLGIB9 A06 Roof Special Girder 1 1 A0012803 Job Reference (optional) sue. ail ierw, L .na+o, uesryn%ya i truss com Nun: ls.l zu s Nov 12 201 r Nnnt: 8.120 s Nov 122017 MiTek Industries, Inc. Tue May 22 14:39:09 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-4bOeFaVVlho4xXQh9iyvwPmRknpl?SULmN5wM7zDx_m 1-0- 6-5-8 10-8-0 14-4-0 18-6-4 23-0-0 25 2-15 30 0 0 1 20- 6-5-8 4-2-9 3-8-0 4-2-4 4-5-12 2-2-15 4-9-1 0- 4x4 = c nn Dead Load Defl. = 1/4 in 0 O ab d Sx6 = 4x8 = 5x10 MT20HS= 3x8 = • 6x6 = 5x10 = LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.29 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.93 VeR(CT) 0.56 11-12 639 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.33 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T3: 2x4 SP M 30 T4: 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1835/0-3-8 (min. 0-1-8) 9 = 2787/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 558(LC 8) 9 = 986(LC 9) Max Grav 2 = 1835(LC 1) 9 = 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3639/1126, 3-4=-3330/1073, 4-5=-3313/1060, 5-6=-6077/2133, 6-7=-6077/2133, 7-8=-5804/2075, 8-9=-5877/2093 BOT CHORD 2-14=-1014/3280,13-14=-1670/5344, 12-13=-1670/5344,12-21=-1803/5422, 11-21=-1803/5422,9-11=-1837/5315 WEBS 3-14=-325/297, 4-14=-694/2263, WEBS 3-14=-325/297, 4-14=-694/2263, 5-14=-3079/1182,5-12=-489/1043, 6-12=-269/195, 7-12=-323/805, 7-11=-372/1294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=558, 9=986. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 547 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. r 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 171 lb FT = 10% 1 Inifnrm 1-naric lnlfl tfcdy- Rt.v llwrytlr rrurlte*A 1100E RISSBrililljR111111 HU6troF711enrOSlpYj llfiY)!(110R[DIfIR Mr,%,ir hop lwoamdrH um M.heAOnp dngllMdhldlrrl l 41tll.Idwear SAm N'rr ar IldnA mer.nr Arfdn 6, M,j rJldmNrlOruaMnrlWbnDhMrrheArrirwskuplrp wpt.Sp,tME"itip"Wstay 113I.Pnstn W,0INpb,dr"inr,"Wolrb,twin pd&,.pI-hmrl astMdr,dwP4l.Irdxpnugnmldgstmastf.umllmr Anthony T.TornboIll,P.E. dn.dLslmsMgl.IliyhlwstApraiW;dorA.n.two•xirrySrcrl¢foal.Iliykupr,.rwruundAa1tL41t;dMbde.Ygn4dlM1l,lrgrndddlDld teLnrdMlma.drgldLya;gr.wfiVm dkn.irNl ornr{owl!d a80083 arku.lk4-1ca:rtm.W.s sd rw.himdrsrpmrs lpMwsdmkaq(rlwm Sdrlr K.et(ttLJ pAhswl Yr llldLlA nrdnexrlh p N plAre IRI L.sfirrge¢vMn 1.at4linA ksq,I:ns ksp [gstn Nlmsfdemw,kA 4451 St. Lucie Blvd. AArAuIN IS. (.rif yed.p w may Ir rd lr n nLQ d Tm Gs7 Eymr h 10141Cda1 kopv, w I.—Sro. Eq— eel Wq 10 marlaM w:n aA st dd.rl w lilt. tlppiFN02016Alifdlnsses- A lia.11.lfmh.Ill.F.E. Iepnlraian1Isisduanem,inullu,isprfhludwithemthefrine.Fermissiuh.mblloaffr.sses-Aath.nrl.lmh.11I,l.l. Fort Pierce, FL 34946 oruss cuss ype ty y A0012IiW WRCI,GIB9 1'.03 Common 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 6-5-8 3x6 If 10-8-0 Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek Industries, Inc. Tue May 22 14.39:10 2018 Page I ID•hA3xRN7kH8GY_sQsevncy2zOBnp-Yoa1TwV73?wxYh?ujQTBShckGB8lk3cU?1gTvRzDx_I 10-8-0 14-10-9 21-4-0 22-4-0 4x4 = ru 5x8 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-13 726 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.06 10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No-3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 34=-1433/1075, 4-5=-1127/850, 5-6=-1127/850, 6-7=-1433/1075, 7-8=-923/55 BOT CHORD 2-10=-832/1271, 8-10=-837/1271 WEBS 5-10=-394/604, 6-10=-370/444, 4-10=-370/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) 2=274, 8=274. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in ldd 3x6 II PLATES GRIP MT20 244/190 Weight: 96 lb FT = 10% fcuq- lrutibnb gY.rr••br•el IMF flRf6rSflllrl rfrul Tim I(OFa11C11 (ISIOY(ILTir;!(nCR7i!rlei hrc(erlr bile Nntlm dnd We!nn!hb!rrp bt.q (f[P,da1Ag1 heYRtL(dnrar SlM Mn ne pJu!dnnvvrtdn W10$,rj alld um!m eYn tM lr ruthhlibblrrN Nrlrnr Muplquwpe.Sp,rry(grr;4ulnoSivignm!umper bpd!ud gw•bl nyrvllte brW en}rlMwjr(nv LM blut6100 n¢. nh lit Rhupmupro lnulrr n!.uml Anthony T. Tombo 111, P.E. I druAbhlmsbgWl;gb6iup!!Wafdbr0.ur,MO•nibbrud¢frbW/yA!qur,n4!n btI1LL0.'dt4lderlgdrdl!Lllrrprnl hlWdmhellnrANlrn chOgirrfilargr.h!nGrbndb uilMbtinNWi; s80083 kWa M!padlreme iGua!ttlrwa6tODdtfp!rdpbme!dhbabq(gwmSdrAtil'artn7Afr11NdbilgdSulnrdindiR.mlprise IhIYlrsferrsMrulartMWntLbn!M!eru.hb!k!}[gnnue(m!4!er+tr,nSu 4451 St. Lurie Blvd. Au. ly bbM lfrlrtra rind gree.mghdprtnndd lh lnu ds}[gmrhrtlbr lf ai inga,n la!s St¢+Egon Lrai r'uq Ngtl:!d•n nrnhhd YRll. For( Pierce, FL 34946 oppilbl 0 7016 Ad bd Inset - Aotbq 1. lembe III, r 1. lepubaioe of this bmnem, io toy form, is prohibited ritbmn the aisles permtssuo hen A•1 teal tresses - Aotboar 1. teorte III, P.I. Job Truss Truss Type 117 A0012805 1NRCLGIB9 B03GE Common Supported Gable 1 Job Reference (optional) as. Vwr rnn u o+ D' iruse.Wrn Run: 6A20 s Nov 12 201 r runt' 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14,39:11 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-0_8PgF1Mgl2oAga4H7_N?gr_AaiUTZUdDhal RtzDx_k 1-0-q 10-8-0 21-4-0 22-4-0r 10-0 10-8-0 1048-0 1-0-0 4x4 = 3x4 II 24 23 22 21 20 19 18 17 16 3x4 II 5x6 = 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP N0.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= 86(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18. 17, 14 except 24=-110(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22. 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271, 8-9=-115/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) All plates are 1.5x4 MT20 unless otherwise inrtiratpri CSI. DEFL. in loc) I/deft L/d TC 0.08 Vert(LL) 0.00 14 n/r 90 BC 0.05 Vert(CT) 0.00 14 n/r 80 WB 0.06 Horz(CT) 0.00 14 n/a n/a Matrix-S 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110, 16=104. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 0 to PLATES GRIP MT20 244/190 Weight: 110 Ib FT = 10% Ytq•Nvr tlrsgYrin,i.str't11001IIRSf1 jSELltI'IHsHA INSt(OspietS(Ri6v jtPitjll[l6tIt6FY!31'Mt 4dr Wl pniml rlA YIIIMIn im1 h14 b1.g (iC6jd4sOrll IIeM v,ll ltlumlilm lilt! rn Axiv tat.ns s.-'il Mr!A,«yYdilmtYrxtssWIinetMMIMnh.ifd !i r Ims hren p i-lrynq (rrlitl s11 shl r q rrr nRiutl • alrru 1 ! RJnuY sgrmg ny.li5r. M sw Ysiy 1 a sY1h Ims IgC11 • ee lt'J wL, tle Ixl, A 4s4 nmria, •1 ora.s, ItJiittdmloshnsMrtAtLwY'anyraYtry lh Orrl,6D in's rem:d gmtr4Yg 0lt2r.t6 ue1Y.YMIIL61 s(rld MditNq uq rllM it gRin11Li16 rtghY nrloi Mt tY q ritrl URtyi, tlkMrtY k.gudrmnslrsul.7d Anthony T. 0mlx1 III, D.E. 8mbYghs*u rilnttr nsm snlr.r rxrr ro,,.l abrsy r l.in umi m.tx rrr is.mruunirtxmdlx r.nalnr.i mirr.idnur++r nri.rixry rmsa - 0081 Aa•ru A4,dhi(rtri s}nl ri•IiyhA" tg-d iM4n, As* lyrmns11 lk Wkg0'.rv,t i.m!Nit[ritYn Mt4g syl.,um ers*tytw rlimsYrliC.t, Jtu 4451 St. Lucie Blvd. mgYul trnnnkM•IDI For. pierce, FL 34946 opysgM 0 7016 A I led hisses - Act6ay 1. Ite6o 01,1`1 ltp cklion ofthis ltmm a, iuty lou, n ploki6Ytil "kid tkt rn0tt pamssiot 6om A l loci lmsn • Adhooy 1. Ieebo Ill, l.I. 4x4 = Dead Load Defl. = 3/16 in ICd 34 II 5x8 = 3z6 II 21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-74 oc purtins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 91510-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=245, 2=274. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 94 lb FT = 10% eoeq•Pout Or ll n,n.6'lA lE nnfB jL'11E1'Q,tW IR4flmrIIrpn (nlC,l ('pgljl(u7nt661IER Y. tn'.,N,yt rsn..,r id,rt,en rm," tmfMcNIr,"I WAs LLl E.,dmr, OnllAr, M 6iu o'.n„sM Mtll. rl d,r14i, go, ldrrrlr E, rllr k nLL Al. lm, kur tgrw[i.fnt t Eq ut r iY,d E nrtsars. s,Ir,b ndnA ,n7nqc17nY6,kurderdo1n:,IgE,/rh1 l rh, re nil. kW n,n;br, hthq ufar,,,iin Anthony T. Tombo III, D.E. td,mtn,r wrEtikmN.W1i,0a,,60.twbndgn.Yll kL r,.6,rtr.iMrtLC,Q(rhWpYl uprEM.ErgmiMlrlMr Ektl.u/r,Mt,.6igrdqu.q,nYY rkRyudr,rngwr7 e80083 n alq k,Ip,r E„aou u.r„n.,.IrrorrM,ou,rrr,arwagEa,.,. sem w,.e. Ea wl.mrsul .,Irtx..N Er rna , mltr,„e,nq.,irnrwn,lywn k,.,Im, ku E,r., rrm,r.a,c.n.rt„ 4451 St. Lucie Blvd. en. n, k.d ry,c d q,d ..,rggdl.tin.,m Eru,uk,Eq nn Wl e,l,ly k,tn.. h., s.u.tswoa wy uyu,a nntiE.d. ml For; Pierce, FL 34946 ePj; 41:l,U1016Al14d6sses Adiny1.ltabIll.LE. tgwlmi.odlli,lmnnt,En.ylnm,isCokhitdrillauEeninnptnissb.tral•IIn11rnu, Atll.ryl.Lebolll,l.f. Job Truss I cuss Type yWRCLGIB9CAComerJack76I A0012807 Job Reference (optional) uur r ruaaw, Furt rim . rc o 946. aes+gn@a a i uuss.com Run, 8.12u s Nov 12 2U1 / r'nnt: B.1 ZU s Nov 12 2017 MiTek Industries, Inc Tue May 22 14 39:12 2018 Page 1 I D: hA3xR N 7 k H 8GY_sOsevncy2zOBn p•UAin tbX N bcAfo-9GgrVcY2O8d_29COhn S LJazKzDxJ 1-0-0 0-11-11 1-0-0 0-11-11 3x6 II 0-11-11 0-11-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purflns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 = 88(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. n.q•nau Arrglh mu•h'lllxit l9SlfljSRflil QlBtl llxSllOs9111C11t1110YjIn0;!(uCRti:rali Mt.IA, YrT r.ndmdreN un rn{Im{Irip YnglllPdhlMil,Ir441E b1{+e.s 7lM Mn nr fNuf xWnv tl.dnMI01,.j xltltlYlxrrRfll>fIMnNllydt9A 11Ar.r Ifllm{ktge lgMPt.lr+:uR,t1'1lA ie Ydn Ot 1(Olglf!t0!Of.11Ibr 141111tJIgNYIq RgMWAfr Sri llf*t1M{f+l tlr!{Lrr3IN.01 I0D.,IN.1+41. 1 eWt111ny011+.h/lI f.09Mf.{ drudirnlmf4ryldLghhrnp!hW.dO+thn.h0.ai+rdln:Nye!I.e+1.Wgkignr,.dlwdn+lbal,i{CdMbrll.YgiWdlRll+gxnr1o6IMCWW!drnldtMlmf.d4gbr6}a;q{,bNCt.dkrul'WI rrrr!rr,nd And'onyT.7om6oIII,P.E. 80083ilalyNipidflertaNrafldMl.blOorlLymndpeanidmauge.rentdrgunm.P6f h{INhrndturmrdn uYpdpAu. . 1111. nngrnaundrenrLlin{M!gn.uq{Ay+ty,n.ltm{.aks+r,.nt 44515L Lucie Blvd. Auduldld llefata yrN anosmglt 101nn Y+d+rL hlnu Murlgmnh 101 o.lily psge,n ln!ifttr.Egnm dot Mlg Ng9daN nnnnlBNotlIL Fort Pierce, FL 34946 Ce1i ht 01p11 Ad Roof inset- wito I. led#ill, I.f. to nbaio. of dis daumeni, in a br PI1iP1gispinliidrd.idM[be wnnapagistiwhrroA-ItoulLnsn-ArfinnrLbnl.III,1.l. Job Truss I russ I ype ty ply A0012808 jWRCLP189 CJ1A Comer Jack 6 1 Job Reference (optional)_ Al Roof Trusses. Fort Pierce. FL 34946. design@altruss cam Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Tue May 22 14:39:13 2018 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-yNG95xY7MwlVP8kTOY1r4FwKaO0 Txwh737VmzDx_i 1-0-0 0-11-11 1-0-0 0-11-11 m c6 CS 2x4 = 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bondm chord and any Omer members r q true..qii.m.,,•hlxtnrssafyulRarut¢etsttn l¢Kmtoxitno•;+tbewrterreun,r,r*roe,r,dreddr,.u,r.,oi,i pm!dmu+.rt.ri.nrLnb,wnit.•,, tln,dor—' lomlCl,j marisarri>•„mrneirrrn rid. atlr, rurlid.pi.st tertrrrrw..t ln r am,..ert,rrKn,wdrq>,wgnq mngMrr.idr,.wln„Mmomao.ry.delai nt„.nn,r.pi.iry.t,rareti Anthony T Tomho III, P.E. t r..deac r.l ugi,mmt.em dro u.ro..r,em di.mr.wga,,.r.Mere+r aLrn drndea>au4dlRl l gpnddm Gld. 6eln,dmfm a1 ldY}agr.Ml n.dY Y Ymny i!!!d a 80083 4451SLucle Blvd. Zt. rr.,,t„,udoene.mn,md.rmodremu,afpen,dmua quytmserem rP(11pWIdhlndSlUmrr enlr JpJn IM1I Y,Lrrytaarand6 rLLn,ru+,hn,dp(gve dlnSYnAra,v ifx. wtdurettos,agrdgnu„mglratr„erd,eAhr.unu E,p ni,rtlruvatpcq.,rnnust,.E emrorws>,m dad.•unnrrart mL Fort Pierce, FL 34946 Oppidhi07016Alteallutst" AnYagl.Tomho111J.f tepadaciooJIlisdot atm,isayluo,itproiihiied iihatntherueeofeemissioohawAdtoollasses-Whanr1.Tontolll,K Job Truss I cuss Type 7671 Aoo1ze091 WRCLGIB9 CJ3 Comer Jack Job Reference (optional) A7 Rool Trusses. Fort Pierce, FL 34'JIb, aeslgn agattruss.com Run: 8.120 s Nov 12 2017 Print, 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14,39:14 2018 Page 1ID: hA3xRN 7kH8GY_sOsevncy2zOBnp-OZgXIHZe7DOM 1 IJyFY4d;Wloj Igw84vfoh2CzDx_h MOO— 2-11-11 1-0-0 2-11-11 2-11-11 2-11-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 194/0-3-8 (min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard 1IIJGIrinsefvuulatvunlxsa(manuuRlOY(tnr,uucnn:urrhr IvrylTpodnd m,.ratIln,lnpa..tgir(o!plIkw,I.I.rnIItdnntItnW.nt wn,0n.Nodada1 IDI,y Y11,Statpr,aslMk.WlnbnDpktel 1s.Itnskrlpltpan0,.SpodyIspnr;Ast.9.,q OujinsmIsntp:..1Ill pinswul—I t.Aftyb,wIn*d0.sy.inpblim"r.IWp¢.tth.L41 trinpnuvpm.l.rgt.OfwLW110? Anthony T. Tombo ill, P.E. I d.pApoTilts hrill.gnM1tnMtdJa!ddAm.kO.aitnprcNlpluW1.11igOwpt•,.dnk,n,IhItL4LLIdOtpoliis{MtdfF[ iltq ndlotIDlW!kNntANlm,.ddgWall. arq,.Ytilm—WYprysMrptinptitr.d z80083 d Ia1gksgmd(t it0nsWM 1wfODdbIne.n 1d pldt.ttdM4i4,(tytptl{!.q Mom.(<(SIJ I.Wsklh SAdU(1nrdlntW1tfndrJap.fill•L.16inptaJlap.l lipsYfeIinsktgr,Iinsktp [gaptiIm1lAlt.Tu,us, An.ru lk.. l lrs Ltti ytd.p.p aeyhdl,nn nYrtf Ih lnv rtttt lq ntplGlglllalknp,n 1pp Sim F.pm dorsaiw ID flvNY•nnnldnlpQR 4451 Blvd. Fort Pierce, FL FL 34946 GpyigM07016Alinflnttet-Aplogl.bubrIll. l.1.(epmbaianollYi(Lmnem,ionlfete, isprolditdrnheln0eminalermissinhoaAdleolhnses-IrArnrLhcloIllJ( Job I russ I russ I ype Qty Ply A0.012810 FWRCL,GIB9 CJ5 Comer Jack 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, Fl- 34946. design@altruss com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Tue May 22 14:39:15 2018 Page 1 I D:hA3xRN 7kH8GY_sQsevncy2zOBnp-vlOwWdZGuXYDfSurVz3J9gOZVC7aPNRDBJYEafzDx-9 1-0-0 4-11-11 1-0-0 4-11-11 4x6 II 4-11-11 4-11-11 Plate Offsets (X,Y)—[2:0-0-12,0-1-121, 5:0-0-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard r..q.ph. n.nil,r.w.n•elucrnrsso{uttvtarturitxst(P00smlakr-a1[ruucilm Er, hn Lilies I.lKenrl u es,uMk%— o+e,e,r.a,ow mm,ti mhhte ro,eri„MhntlMaeToo M•dd Anthony T. Tombo 111, P E I druOIL, Iwf..7 W4bhrmr tado on. N.A.Q.n, s.cdrd thWhq nP,,.a,rmnaa Kn,M dbdt.uq,MedMi. ingrmdd6lWrdMbdln.One i .iMgl 4.,gr.mnvm d"tk6NCeny uW d a 80083 a. t1,t, y o„Q• d (w:an,. lh v,n a ee rro r o rnimo, r pldm, n of r.aq rrq m sdm bYem (J trtnrl h rq r sut n,drnu! r,.,d pmr mi brt m,nraNan d aen d>. un, n„p.. hm, tin p eq rm, rndra,e,..n rto.luldld llrtr eagr q o rReq 11 dl prtn,d,ea him, but Egia,It tndld lal Muro,n L,u Slr,e FgnMfor Wfq to m lnelaavr nldalblltl. 4451 Blvd. Fort Pierce. FL FL 34946 teppirht0f616AIhdlmsses-Amhaay1.limbs 111,t.1.teproducioedihs6ommem,inuylun,isptohilited itholThe vrinenpurnksinhem Adtied Trusses - Whiny 1.lemho111,r[. Job Truss I russ I ype Ply A0012811 WRCLGIB9 E01 Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14-39:15 2018 Page 1 I D: hA3xRN7kH8GY_sOsevncy2zOBnp-vlOwWdZGuXYDtSurVz3J9gObiC?2PHtDBJYEafzDx_g 1-0-0 3-0-0 8-8-0 1-0-0 3-0-0 5-8-0 2x4 = 4x4 = 3-0-0 8-8-0 3-0-0 5-8-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 TCDL 1 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 462/0-8-0 (min. 0-1-8) 11 = 377/0-3-8 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 = 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/506, 3-12=-670/484, 12-13=-670/484,4-13=-670/484 BOT CHORD 2-6=-477/663 WEBS 4-6=-347/460, 4-11=426/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297, 11=259. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F)6=-41(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) r.Dxq PLATES GRIP MT20 244/190 Weight, 39 lb FT = 10% a,y nen,MgY.rrh•h'11130f nissarill][IjGlIKII 11M l(OfXI1C11(nS10xj 14T(I';t(f10n1Xntlr Wr. Top rupprurndridtln•MN,lrtp0,.q IWdn,uU, 1, Irrl,Rf I Muir,S1rd Mir., ad or... Dow..n, tll,-1 Y1Li,amrlrn uflrrulM n, nla,,.rbl t„Ln,Mxp[ga,epr•S1r,ntGprer;er u nglll„pn,morrupan dn,prJr„u/rgsernq uq ultlarMnr lnpih,:j, Ir,,, tgtM„nr fOD rlf,,Yu RI tr l,ap n,apm idyrrnxt.,.m10? Anthony T. Tombo III, PEiW.den Tw Well dim Nwn 0--'csudrpun, Whol l,uprr,.N mmm orrll(,nr'KdMbdlnlrgiJ, .1IN 11, gxndelo, law." n,dM lm,aLlq bing m;q,. 6mmm. We"m0 rrnq.,,ai,. d a 80083 M lu+p M,.pudLerM t0 rri, to M.dl00dorrmu,W pl,Outdo,Wnq(rnm4,!rq tlram IGx;pWtdhllld Sill mrhrxd'u pndpd>a,. iRlrL„bn,lrniMndMnLUlntt Mupu, l:n, M,,p [gandlmclrM,rnu, a'nt duly ldld llrlraa0 q,dgn•.req q,4reea,dr! Mlnu Mup[qumh10IY1Plgl Wupn,n lrn,SryhaGrym dar M!>, Nwxnud h,nnnldnl nl111 4451 Lucre Blvd. Fort Pierce, FL 34946 6ppilMOt01AA-lb,llnues-AnrlarlLlom6r1161E.[epuhaialDIMS iaonent,iocoy lorgitproYililedrirhomroevnrterpermission hem Adloci Lnu,•Anthony L4eEoIII, 11. o russ russ ype ly 117 A0012812 WRCLGIB9 FG02 FLOOR 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@altruss corn Run 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc Tue May 22 14:39:16 2018 Page 1 ID•hA3xRN7kH8GY sQsevncy2zOBnp-Nyyljzaufrg4GcT13gaYiuYeHbEB8dvNNzHo65zDx_f 22 4 4 6-12 6-8 4 8 7-B 11-6-0 13-5 4 15 12_ 17-8-4 20-1-8 2-1-8 2-1-8 1-11 4 2-10 8 1-11-4 2-1-8 2-1-8 2-5 4 302 = 1.5x4 II 400 = 1.5x4 11 3x4 = 3x4 = 1.5x4 11 6x8 = Dead Load Dell. = 1/4 in 1.5x4 II 3x12 = 9 10 3x8 11 402 = 700 MT20HS= 4x8 = 2x4 II 2x4 11 4x8 = 2x4 II 402 = 4x6 II LOADING (pso SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except* W1: 2x6 SP N0.2, W2: 2x4 SP N0.2 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. REACTIONS. (lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 = 499310-3-8 (min.0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3983/0, 1-2=-9654/0, 2-3=-9654/0, 3-4=-22148/0, 4-5=-22148/0, 5-6=-25536/0, 6-7=-22039/0, 7-8=-22039/0, 8-9=-9577/0, 9-10=-9577/0, 10-11=-3915/0 BOT CHORD 19-20=0/1022, 18-19=0118196, 18-21=0/18090, 17-21 =0/1 8090, 17-22=0/25536, 16-22=0/25536, 16-23= 0/25536, 15-23=0/25536, 15-24= 0/25536, 14-24=0/25536, 14-25= 0/18188,13-25=0/18188, 13-26= 0/18068, 12-26=0/18068, 12-27= 0/1080, 11-27=0/1080 WEBS 1- 19= 0/9378, 3-19=-9336/0, 3-18= 0/1587,3-17=0/4435, 5-17=- 4087/0, 5-16=0/1491, 6-15= 0/1543, 6-14=-4205/0, 8-14= 0/4189, 8-13=0/1798, 8-12=- 9327/0, 10-12=0/9231 8-11- 12 CSI. DEFL. in (loc) I/clef! Ud TC 0. 96 Vert(LL) 0.6315-16 376 360 BC 0. 78 Vert(CT) 0.8515-16 276 240 WB 0. 88 Horz(CT) 0.08 11 n/a n/a Matrix -MS NOTES- 1) 3- ply truss to be connected together with 10d 0.131' x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-6- 4, 845 lb down at 4-6-4, 845 lb down at 6-3- 12. 845 lb down at 8-3-12, 845 lb down at 10-3- 12, 845 lb down at 12-3-12, 845 lb down at 14-3- 12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 10=-100,11-20=-10 Concentrated Loads ( lb) Vert: 20=- 848(F) 19=-845(F) 18=-845(F) 21=-845( F)22=-845(F) 23=-845(F)24=-845(F) 25=-845( F) 26=-845(F) 27=-845(F) PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 326 Ib FT = 10% soon. rimeon' w.n.ro11loot nrssefuutryarulrtlxsemr=MI0x7t.1r:A"rntxurt'I..hst r.rl.a.dmrrrun Perfiris"YnoglltOrbul.rl I.orttl hIvnn Y.iM„ee e+e„a.n,odr btn..ti riot ermisn, of rew.bnhYY ee n,rhn,kvptq..pe.sK m,Gpx nud..,torignm om dbpnurdry,evtnyrwuz Y ba edb,.y,tm,pn,l.blro.ry,r.nrl. bMnn .rn.hr>suearr ,mreR Anthony T. Tombo 111, P.E. ZE 19ss— a80083nM. bithdbnedenr*Id. r,db4dY trq.rd In W Sul—d.n94deq Y1-aO. PdqrYnldHylrephM126.IL ,rr tmyln,rNnd4Lmhrq..lmsM}Eq.ed[.'I v,.f 'a,.,t 4451St. Lucie Blvd. Sr4+fipmdolrW ehma1nrwer— dadelrl1. Fort Pierce, FL 3a9a6 opttilbi 01616 A I tool Iselin- Aathoq I. Iembe Ill, p.I teprelodieul skis reseoen, in up lorry isprdhbde6.ithcn the.ndeyermiaiu heoAd!cal lsenes- Aelboor 1. Tonle ills 1. Job Truss I russ I ype PlyWRCLGIB9FG03FLATGIRDER1172JobReference (optional) A0012813 00 Trusses, on Pierce, FL 34946, design@altruss cons 3-4-2 1 64-7 9-4-12 6x6 = Run: 8.120 s Nov 12 2017 Print- 8.120 ID:hA3xRN7kH8GY sQsevncs 11-9-11 14-10-0 12 2017 MTek Industries, Inc. Tue May 22 14,39:17 2018 Page 1 ' f np-r8VgxJbWQ8oxul l EdO5nF55sx?blt5AWcdl LeXzDx_e 17-10-6 1 21-2-8 Dead Load Defl. = 9/16 in 6x6 = 4x4 II 5x10 = 5x10 MT20HS= 4x4 = 4x4 = 2x4 II 5x10 = 4x6 II 2x4 11 6-4-7 LOADING(psf) SPACING- 1-" 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 FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 'Except* W1: 2x6 SP.No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 18 = 2242/0-74 (min.0-1-8) 10 = 2243/0-7-4 (min. 0-1-8) Max Horz 18 = -24(LC 4) Max Grav 18 = 2434(LC 2) 10 = 2434(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 8=-2039/0,1-19=-6279/0, 19-20=-6279/0, 2-20=-6279/0, 2-21=-6279/0, 3-21=-6279/0, 3-22=-12771/0, 22-23=-12771/0, 4-23=- 12771/0, 4-24=-12771/0, 5-24=-12771/0, 5- 25=-12771/0, 25-26=-12771/0, 6- 26=-12771/0, 6-7=-6193/0, 7- 8=-6193/0, 8-27=-6193/0, 27- 28=-6193/0, 9-28=-6193/0, 9- 10=-2005/0 BOT CHORD 18-29=0/ 738, 29- 30=0/738, 17-30=0/738,16- 17=0/11222, 15-16=0/1 1222, 15-31=0/1 1222, 31-32=0/1 1222, 14-32=0/11222, 14-33=0/12771,13- 33=0/12771, 13-34=0/1 1244, 34-35=0/1 1244, 12-35=0/11244, 12- 36=0/11244, 11 -36=0/1 1244, 11-37=O/732, 37-38=0/732,10- 38=Of732 WEBS 1-17=0/5786, 2- 17=-551/0, CSI. DEFL. TIC 0.71 Vert(LL) BC 0.70 Vert(CT) WB 0.82 Horz(CT) Matrix -MS WEBS 1-17= 0/5786, 2- 17=-551/0, 3-17=-5174/0, 3- 15=0/295, 3-14=0/1622, 4- 14=-610/0, 5-13=-607/0, 6- 13=0/1598, 6-12=0/334, 6- 11=-5288/0, 8-11=-564/0,9- 11=0/5703 IEINI in (loc) I/defl L/ d PLATES GRIP 0.2213-14 >999 360 MT20 244/190 0.7913-14 >314 240 MT20HS 187/143 0.06 10 n/a n/a NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( B), unless otherwise indicated. 3) Wind: ASCE 7- 10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S. Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Load case(s) 2, 14, 15. 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. Weight: 227 Ib FT = 10% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 29 lb up at 2-5-4, 7 lb down and 21 lb up at 3-0-0, 7 lb down and 21 lb up at 5-0-0. 7 lb down and 21 lb up at 7-0-0, 7 lb down and 21 lb up at 9-0-0, 7 lb down and 21 lb up at 10-7-4. 7 lb down and 21 lb up at 12-2-8, 7 lb down and 21 lb up at 14-2-8, 7 lb down and 21 1 lb up at 16- 2-8, and 7 lb down and 21 lb up at 18-2-8, and 11 lb down and 29 lb up at 18-9-4 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0. 9 lb down at 5-0-0, 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (plf) Vert: 10- 18=-10 Concentrated Loads (lb) Vert: 7=- 2(8) 16=- 9(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2( B)23=-2(B) 24=-2(B) 25=-2(B) 26=-2(8) 27=-2( B)28=-3(B) 29=-10(B)30=-9(B) 31=-9(B)32=-9( B)33=-9(B)34=-9(8)35=-9(8) 36=-9(B) 37=-9( B) 38=-10(B) Trapezoidal Loads (pin Vert: 1=- 165-to-24=- 235, 24=-235-to-9=-165 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf i Vert: 10-18=-10 Concentrated Loads (lb) Vert: 7=- 2(B) 16=- 8(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2( B)23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B) 27=-2( B) 28=-3(B) 29=-8(B) 30=-8(B) 31=-8(B) 32=-8( B) 33=-8(B) 34=-8(B) 35=-8(B) 36=-8(B) 37=-8( 8) 38=-8(B) Trapezoidal Loads (plo 3-17=- 5174/n. 3- 1s=n/295 VCR: i io9-io-24=-250, 24=-250-to-9=-1i89 aq nnur.ysh n- hn,% IimnnstlriminGirutrimioromastnlnxrtna•;unonn:urrr-u,,riipNr.rm,exnrnin mlifts pb,.gltccdrurrt t.rarLrn.,strn ,n, u+euer..,s,---IN, .y ilitaroim,rxfs iM ie n. i ,rripbKidd Is. 1—kslp tee.is. sirtK.n;rso.mru¢ormo.upw Wr.ptssridar.,ip nilinurap Is, r inje 001 P1-n enmr inIop Ir. do Mi. listtKp—Isrnwidg cram„4drr Zt dn.di"h.xb,gwtgnrnsw !dr0.. r0.irrAeudapubl.N,knpn,.4rubnArnlrGdrbdl.Yqu4dIR1. hq'nddrlWdm4tln.drlin—didnik gtiiissNNdYnq"kim I uWrd Anthony T. Tombo III, P.E. rlad. ks drrma iamtKrn.rtaadr = 80083 a , rm.sdrdmierdr uugeyrnsmRiKno.pa edg ndsu,ne,dxnayl.nd pilau 111 L.iLngr l/an ds s KLLnrk q.,knrinp tq n dime rM.a u,bn rf.Iu irtxl lr.Gnd qnl q. o.m lr aren..d.d fhinuk I rn¢1rlris 1m ro Eyii rs 4451 St. Lucie Blvd. p .pis 1 p,ninrsf + nK m yad,dbrnni tdalnmt Fort Piercejl. 34946 GPltilht 0 7016 kl pad hssus - Anlasy I. iambs 111, r 1. lepmAsoianl tlis dare em, in uI ln, is praAilitel widen tie arnnes permosiss hen Ad teal hisses - Whmr I. Inks III, Is I o russ russ ype 772WRCWIB9A0012813 FG03 FLAT GIRDER ob Reference (optional) At Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14.39:17 2018 Page 2 ID hA3xRN7kH8GY_sasevncy2zOBnp-rBVgxJbWOBoxullEdO5nF55sx?blt5AWcdlLeXzDx_e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-2(B) 16=-3(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2(B)23=-2(B) 24=-2(8) 25=-2(B) 26=-2(B) 27=-2(B)28=-3(B) 29=-3(B)30=-3(B) 31=-3(B)32=-3(B) 33=-3(B)34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(B) Trapezoidal Loads (plf) Vert: 1=180-to-24=-215, 24=-215-to-9=-180 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 10-18=-10 Horz: 1-18=15, 9-10=4 Concentrated Loads (lb) Vert: 7=16(13)19=21(B)20=16(13)21=16(13) 22= 1 6(B) 23= 1 6(B) 24= 16(13) 25= 16(13) 26=16(B)27=16(B)28=21(13) Trapezoidal Loads (plf) Vert: 1=-132-to-24=-220, 24=220-to-9=-132 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-18=-10 Horz: 1-18=-4, 9-10=-15 Concentrated Loads (lb) Vert: 7=16(B) 19=21(B) 20=16(B) 21=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B)27=16(13)28=21(13) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-18=-10 Horz: 1-18=12, 9-10=2 Concentrated Loads (lb) Vert: 7=16(13)19=21(B)20=16(13)21=16(B) 22= 1 6(B) 23= 16(13) 24= 16(13) 25= 16(13) 26=16(B) 27=16(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-131-to-24=-214, 24=-214-to-9=-131 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 10-18=-10 Horz: 1-18=-2, 9-10=-12 Concentrated Loads (lb) Vert:7=16(B)19=21(B)20=16(B)21=16(B) 22= 16(13) 23= 16(13) 24= 16(13) 25= 16(13) 26=16(13)27=16(B)28=21(13) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 ig•Mvn..yr n.,r lllapnnsul'¢utn¢I[ulnuoaBaran[nnnuxialY;l([IOflIK 111'halerhYslrpndmdrduM.ntlre,4spYugpR)dh4L11.IrhRlttd n,LmMnn, dn,ar.uaanmin,l luulr.rm nNwo tMUYrnu t,rtrn,kdpt,p.pr.spurt.rn uwn n4rgnm.mddFamrgwngny.wnq rnat4dauyru.ualmindtro.ry.r.e 1 rinPnnapm hrgra+.nrrrn Anthony T. Tombo III, P.E. E d..0fA,w.ttwhthW.I.W.1dim N..a>n,rm o.eo-Nrpndl.ugkupr,•ynaddtr[LlnK.lbbdl.W.Iihdn IMq ntld rl0ld.!hellnrdwfmt.ddgld mgr.o,nWdYmtJrl WnyrWnd a80083 Ot lry.. 1Ini d(mm. a-, 10 w.b= d if IM dp ism d1h pNgUq"kMlhtm(100phM h tN ad nrd ad'pn1Vb-M1tl.,LngrnJl`ndban f Llin, Asq,hmksp E¢e.dfnu USAr.a, and 4451 St. Lucie Blvd. r!.lu ld. 11rrl'xnd q,dq. u.rmgh dl imnnd,d IYlnudut[gmrh101 Oe ld'lat Mtga,nins,Slp Eg m d.r rink N 9d,N,nnnitxl nN. Fort Pierce, FL 34946 ZGppithtO7016A1bdh ttet AnlogLLm6tIII, /E.[Ipuioaialolibis i mnem,iiall fun, itptolbitr4wit6entYe nnopermittiuhem AdtroSlnun-AnM1edyl bnloill,l.[. JOD Truss Truss Type 2euWRCLGIB97771FL01Floor Job Reference (optional) 0-1-8 H 21 —6-0 I 3x10 = 1 2 Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 Mi7ek Industries. Inc. Tue May 22 14:39:18 2018 Page 1 ' I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-JK328fc8BSwoWvcQB5cOnJe3dPticXPfgHm uBzzDx_d 1-5-8—i 3x4 = 3x6 FP= 3x4 = 3 4 5 6 7 8 0-A-8 Dead Load Defl. = 3/16 in 4x8 = a 1n 0 1 226 I404 3116 = 3x10 = 3x4 = 3x4 = 302 MT20HS FP-- 4x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-74 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 34=-3716/0, 4-5=4908/0, 5-6=4908/0, 6-7=4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616,12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10- 1 3=0/1 717, 2-17=0/1 712, 9-13=-261/0, 8-13=-1000/0, 4-17=-1003/0, 8-15=-95/729, 4-16=-151/714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other CSI. DEFL. in (loc) I/defl Ud TC 0.58 Vert(LL) 0.4516-17 559 360 BC 0.91 Vert(CT) 0.6316-17 397 240 WB 0.82 Horz(CT) 0.10 12 n/a n/a Matrix-S 2 jus 1 d PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 Ib FT = 10%F, 10%E nP..a nC. roeq rinu Mwdy re•nr w's I W R1S r1AtI1n;11H11 MRSa[0C.i11C11(1Si7xj ln[I'IfWG1r1114M11i I.e. Ierfl Yfq peaaen drd e.n wtaf I—kspil q(IIPdIY W.11 I" 11r I. We —Am lrrene pusMnv aadnw101,eil Mild uvwIY„rrirnil 1.wDOa..w.Isshas"fgwpe.Wmr Wear,wuM-n10aiersum..¢puMwpefnmeMq.nnryuy.uwl*wespMwwyeNuendu.wIN q. W.INI.Irenpnuapeahrye.mnt.bfMf I dnedVtlmlAr.Whyhwrey.WJa!MwOeN.wO rirrSnide e'wwlln(Guper,.wnm.Aw14,+ILL:dwYd1.! MrdlFl ih Anthony T. Tombo III, P.E. 41U' at r.(sem. in enssawanefODdw amused Mmldww ( y e7xfedMwl0ldea!trllnrAwlmtW ylalY}tttyr.hrhlm.dkrta{dllYwruwvllnd a 80083 q r a.! q w(pmSdr lMm.(Ierjpl4ilHhf d41(Inerrhmf'alendrJaee R11tl.eLnywulae5d14yY4hnrMup.hne0rs.p6 aedlmfMyrele u,ne 44515t. Lucie Blvd. r1nal. Idnrlys(arsa qed n.oaemygetlr6n bMeei Rlnsfd.t[yanihlnwla4.y Msyc,nlu:dlaaEyam e'or W>ty t0 gaiud Minnnfdrl Mllll Aphiplt 0 7016 MI hd hisses - Aa16aq 1. lam6a III, P.I. leprabdiaa of Ili$ deea.enb in all two, is proliliied Within the .fixes Felmhum ham A.I leol baser Asthuy I. bFort Pierce. FL 349a6mto ill, P.I. Job T russ I russ I ype Qty Ply A0012815 WRCI GIB9 FL02GE Floor Supported Gable 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.comtruss.com Run 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi rek Industries, Inc. Tue May 22 14 39,18 2018 Page 1 I D•hA3xRN7kH8GY_sOsevncy2zOBnp-JK328fc8BSwoWvcOB5cOnJeBSP5fghfq H muBzzDx_d 1 2 3 4 5 1 T 3T T 1 0 V 81— f{'.^.• ,• : Wit"', 10 9 8 7 6 4-10-0 4-10-0 Plate Offsets (X,Y)— 11:Edge 0-0-12 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-R Weight: 22 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 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 a.,q w,r o.aq t iu.. a u ¢ o nr4tst sattrl wtut t ua t I.. N* AW pnnrs r rr rn en r . s M g k..q (UB r a smy l Dd, K r t ronm um Wo, a uhu ar•nx ssN. a rs." 117 4-1* 06, W k, d I.a IN 4 k nH au, I —Jew hp- y bud rrnrrn. qw 4nrmu" +en,,nt•a>tna h.r,g4w;,ins,pw.a IS 0, re tnl. P. nyamX.o, r.1 WA.,,-060 Anthony T. Tombo III, P.E. t rn, 4 r, I., I. yb** ingn.tj4a0.r,ao•wiwt.LM gm., Wqk Q.,.aitetr4a0Lp Q(.tak4l ukrlM MgrM4alplr.tidl.u4w lns,,.8iq er uq,.. YY.rkgtltlkanq.v,Y4 :80083 euuu.rk r„r[,.. urn,a..nrorar,Duty.t4.,4Nr.yc 4urcika.c.(Cq rel mrsut.,,MoeNrt,.ad, mike—aluM4LnrMn4alm,k*.,Inul,u f,parlmtY.4,bo,.int 4451 St. Lucie Blvd. Nn,Ik Ml.eh,(.ap qqr q.. nAgh Aran ahN Ik hn,ingl,pnl, Wlal.leq k,r,.i,q, S!W.Iq,mdnedey teymA,Na.,.rnlfi..tnt Fort Pierce, FL 34946 oppirhlm tllAA lbel Lasses Artluyl Imb.11l.r.f. Itp,olaniaa d Nenmlnm s ltal, inq ,npoAibnd dlb.al Ike.,mea pticissia ham A l toollimes Anaogl.lemboll0l. Job I russ russ Type ty Y WRCLGIB9 FL03 Floor 4 1 A0012816 ee ra....r r.. .•e• r.... o:...,.., or 3494 Job Reference (optional) so 6, dasrgntajal truss cons Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi-rek Industries, Inc. Tue May 22 14,39 19 2018 Pagel ' I D,yPUCgGR=gtoRCQb7?INaz2jnS-nWdQL_cmym2f73Bckp8FKWAAwpCcL_ep3xWSjQzDx_c 0-1-8 H 2-6-0 1 00I'r 2 04 1 1 3x8 = 3x4 = 4x4 = 3x4 = 3x6 FP= 4x8 = 194 ;j 1-3-Oj0 4N0 Dead Load Defl. = 3/16 in 5x6 = 3x3 11. 3x3 = 3x6 = 25 24 23 22 21 20 19 18 17 16 15 3x6 = 3x8 = 3x12 MT20HS FP-- 4x8 = 3x8 = 3x3 = 4x6 = LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T3: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' 132: 2x4 SP 240OF 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing REACTIONS. (lb/size) 14 = 35/0-3-8 (min. 0-1-8) 25 = 1080/0-7-4 (min.0-1-8) 18 = 1660/0-3-8 (min.0-1-8) Max Uplift 14 =-147(LC 3) Max Grav 14 = 194(LC 4) 25 = 1084(LC 10) 18 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3449/0, 34=-3449/0, 4-5=4467/0, 5-6=4467/0, 6-7=4053/0, 7-8=-3007/0, 8-9=-3007/0, 9-10=-3007/0, 10-11 =0/857,11-12=0/855, 12-13=-119/323, 13-14=-123/317 BOT CHORD 24-25=0/2031, 23-24=0/4229, 22-23=0/4229, 21-22=0/4053, 20-21=0/4053, 19-20=0/4053, 18-19=0/1466,17-18=-323/119, 16-17=-323/119 WEBS 2-25=-2246/0, 10-18=-2459/0, 2-24=0/1567,10-19=0/1719, 4-24=-863/0, 7-19=-1385/0, 4-22=0/404, 5-22=-397/0, 7-20=0/328, 14-16=428/158, 13-16=-89/259, 6-21 =-411/0, 6-22=-1 31/857, 12-18=-843/0 20-9-4 CSI. DEFL. in (loc) I/defl Ud TC 0.87 Vert(LL) 0.45 21-22 551 360 BC 0.99 Vert(CT) 0.62 21-22 401 240 WB 0.82 Horz(CT) 0.07 18 n/a n/a Matrix-S 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 14. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard to ly PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 Ib FT = 10%F, 10%E ry.nn,a rq{,rrn.het{uln{smrs[ulrhmtutnnue[oromutmto f{nm,nu[ntrute dwu:pha*proamrrrurn mhnierl,II"gIIta mrSimi is!j hUurerr.waea.mm{,.1 grnromrlY„sM nrim rm w.I aeunr{tgrepr. year.ryhps,ovan.,mrgrnm,o o adpmsn.argw+qnq.usae,maenpaorsgrrn:senmenarro ry.reltir trwpnrrapm.irq.cuivaral r.atntms uyt 4:gkaru,ww adwu.n0.wise.rvdrtfahhllighupr,.trr nnAorltLLCrhhdl.Jgr6rfFl Ihq ndltMl0lrmM/nrdn im dAg4Ji}nrgr,hrNrndYrtq MMrnpcslga Anthony T. Tomho ill, P.E. a 60083 a {„Imt' r beefier, m n soma be IGh d n lruus r F'emnr a m t.aey te.e m saeq ttnm. [laq {.u,rl h IN r sue n ra nu h r rd l— ml ver n, rryeaurxn r eon r 4 um aupr, hm Orrp [q n r rnsr rnha, sear rf du ld iI et noe of p by 4a51 St. Lucie Blvd. r rquseglral,nnndrrihtnubsrrlgmnne0lr{.9.{Irip,nlns5 ma w mr.d,N.:nnnedare ttn. Fort Pierce, FL 34946 Appiphl0101AAIlost hosses- Aathagl.I.a:6eIII,?l tepnd.diasoflhsdomnrm,in..y farm, nprohibited ilhsosThe "ine.permissivehim Adtoothnses-Aelhesy1.foots, III, p1. Job Inuss Truss Type Qty Ply A0012817 WRCI,GIB9 FL04 Floor 2 1 Job Reference (optional) Al HOOT Iru55e5, tort Fierce, t-L J4`J4b, Oesrgn(Olaiwss.com 0-1-8 H 2f6-0 Run: 8.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 MiTek Industries. Inc. Tue May 22 14 39:19 2018 Pagel ID:yPUCgGft-ZTgtoRCQb7?INaz2jnS-nWdOL_cmym2f73Bckp8FKWABFpC WLy?pax WS)QzDx_c 40:, 1r10-12 1-10 8 22f140A-8 Dead Load Dell. = 1/8 in 3x6 = 3x4 = 4x4 = 3x4 = 3x6 FP= 4x8 = 3x3 II 3x6 = 22 21 20 19 18 17 16 15 14 3x6 = 3x8 = 3x8 MT20HS FP-- 4x8 = 3x10 = 3x8 = 4x6 = 11-6-0 11-6-0 LOADING (psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP 2400F 2.OE(Sat) 'Except' B1: 2x4 SP M 30(flat) WEBS 2x4 SP No-3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 982/0-7-4 (min.0-1-8) 14 =-37010-3-8 (min.0-1-8) 15 = 2179/0-3-8 (min.0-1-8) Max Uplift 14 =-551(LC 3) Max Grav 22 = 984(LC 3) 14 = 81(LC 4) 15 = 2179(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/0, 3-4=-3027/0, 4-5=-3635/0, 5-6=-3635/0, 6-7=-3045/0, 7-8=-1734/0, 8-9=-1734/0, 9-10=-1734/0, 10-11=0/2450, 11-12=0/2448 BOT CHORD 21-22=0/1820, 20-21=0/3598, 19-20=0/3598, 18-19=0/3045, 17-18=0/3045, 16-17=0/3045, 14-15=-1277/0 WEBS 2-22=-2013/0, 10-15=-2662/0, 2-21=0/1335, 10-16=0/1939, 4-21=-631/0, 7-16=-1561/0, 5-19=-427/0, 7-17=0/366, 12-14=0/1407, 12-15=-1583/0, 6-19=0/1022,6-18=-471/0 NOTES- 1) Unbalanced floor live loads have been CSI. DEFL. in (loc) 1/defl Ud TC 0.97 Vert(LL) 0.4018-19 618 360 BC 1.00 Vert(CT) 0.5518-19 450 240 WB 0.92 Horz(CT) 0.05 15 n/a n/a Matrix-S 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 14. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. - 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0 25iCS q11T PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 130 Ib FT = 10%F, 10%E cnnsidPred fnr this decinn. acdq My rmlq*rra.rA%Ilx1 niSSe(on at!ut llW l(Or7111CK(RIOMj InR)I(IIC11IiMEt1'Ian ut ii"pndmdx/ae. doubslms k,pg ITMxeer Idull Trh41LbharAm Mrrnr Hsn Or.m WdnMM,ny dirYfomiITl Wlbru11ab11D4M/lsrhm MSfp IGYNpl.fre:fJ(lgxx;mWxo(I!gnnsom(asrd0!Irbssbd gxe•dlnyxvllrybo!InpiOe sajllnn L7minOs lW x. w1a PFl, hlnp m.gnm.IdquCnws. ssnd37 Anthony T. Tombo 111, P.E. xlrudksimshegldignbinrx!WndhO.u!MO.xisrorodrtfrorWlgAapr,abnnaAnnl,d!6:dOshdla'Iatu4dlM1l.rls anddorfGldx.hdlnrA4lms.xid lxOSm!.YsnMrdYmtsYl MWrc!pdrii.d a80083 mdbdhmn 1Wtucpgx(.. Innis IowaToopalrtr4ntdm4Jaq(wexmwrlb6-s wmyIjpw w4r4d11(lnnh!ndYRodFear.IFtIY'un4rn lxnNYn/41imDIRWAms"Etp"xllmsond..u,w- 4451 St. Lucie Blvd. da.lul!Ddrye( rtragdrpomm(hdlrnndrY!d lM rnu Gss rgmrheClYr41a1 gsyn,nlnul(sxa Eyamdoi Ml 10urJaW1rmw!nldsl Yflll. For( Pierce, FL 34946 Gppilhl01h16Ad loci Imsel. blict11.IemhaIII, r.t. hpndartiotatandonxenl,ioulloin, isptoiihuedritheseFirevrittnperransiuhem A-ITeallnsses-Attbnrl.ltsbIII, r.l. russ cuss ype tyCLGIB9rWRoFL05Floor41A0012818 Job Reference (optional) n1 poor r russes, ron reerce, rL .Yrsrvo, oesrgntalaltruss.com 0-1-8 HI 2-6-0 1 6-12—If 130i' 2 3x4 = 3x3 = 3x3 II 4x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Tue May 22 14:39:20 2018 Page 1 I D.yPUCgGfLZTgtoRCQb7?INaz2jnS-FjBpZKdOj3AWIDmpl WfUskjN3DYA4 RvylbF?F.Dx_b 3x4 = 3x6 FP= 3x4 = 3x6 = 0-A-8 Dead Load Defl. = 3116 in 23 22 21 20 19 18 17 16 15 14 3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 = 3x6 = 4x8 = 1-4 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' B2: 2x4 SP M 30(flat) WEBS' 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 163510-3-8 (min.0-1-8) 23 = 135/0-74 (min.0-1-8) 14 = 1022/0-3-8 (min.0-1-8) Max Uplift 23 =-125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 34=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-11=-3260/0, 11-12=-3260/0 BOT CHORD 22-23=485/318, 21-22=485/318, 20-21=485/318, 19-20=0/1210, 18-19=0/1210, 17-18=0/3848, 16-17=0/3848, 15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-716/0, 7-18=-1330/0,10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been rnnGirlP.rArf fnr this rlPcinn. 25-9-0 CSI. DEFL. in (loc) I/defl L/d TIC 0.65 Vert(LL) 0.4315-16 546 360 BC 0.97 VeR(CT) 0.6115-16 384 240 WB 0.82 Horz(CT) 0.07 14 n/a n/a Matrix-S 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 Ib FT = 10%F, 10%E U."M.e.ryx,rn.n rlrwrnnusfrulnar:mnuuuoranulmloxialr;untrurvurrd..(rm,N,.nn dww,.n u,nx anql<arera,+.rl.IKrrteLm.,umM,•,.r uturerr.n.oMnMm, y nin aumifn+W heul ht nrlMnM.eW 1+eL.0 fnap ltp..pr.1N:n NM.x;Lurwn, f7lrgnM ompet d v+Cd q reriy ny..INrNot kwp 4,Qrlitn e stel. nt lDD w¢. wlo lRl theewp nu.p.+.Mlq,enOWL umi0l Anthony T. Tombo 111, P.E. deedMtm,w.,I.uyl,ee,u aam nmm.ao..+taevdrpnal.eyo.up,,,.arrmnaaetmcdandlar,rudmtm+a4dtud tu.vautmt.dreybagaryt.h+nom..r ryu.rn,pnwx s80083 ny twhdorr. +yn(r. Agent, tow. 4100d r. po ed rtd.e, dm Marty(urelmd tdp,Kr•.mM(t61'd'+dh IA1Almft,.d ti in-0 pl a.M1M eatL,tip"t,ted Oft eIsI— Mnp..Ln," trfan of fmr RaWernu,v„ Rmiu lhd ll. (.tMt rpetl yn..rt+y ll A rr. n nYni lre lnu d,¢ l,pmi n rG1 d W811mp, u lms Slate tyem r of Wy N rgeitM n•n.r n rtrtel n lru. 4451 Lude Blvd. Fort Pierce, e, FL 34946 GppiAh107016AliedhettetA.lYagl.Lmbrlll, lE teprobrtio.drhsdomneni,inayfarm, itpidi6ee1.itleNtit wnnee permission hem A-Ileolhisses -Anhnnyl.Intake III, fl. o russ cuss ype ty y A0012819 WRCL,GIB9 FL06G FLOOR GIRDER 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946. design@altrvss corn 3x3 11 1 24x6 = 1 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:20 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-FjBpZKdOi3AWIDmpl WfUskjO3DeY4Ylyl bF?FszDx_b 1-2-4 3x = 4x6 = 3x3 11 3 15 t4 43x3= 14 5 1! 6 e• e• 11 10 9 8 7vd — 1 Srd 11 1 Svd II 'ivd = 4x6 = 4x6 = 9-5-4 9-5-4 Plate Offsets (X,Y) 17:Edge 0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.07 10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) 0.09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 53 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 12 = 889/0-6-14 (min.0-1-8) 7 = 877/0-3-8 (min.0-1-8) Max Uplift 7 =-122(LC 9) Max Grav 12 = 889(LC 1) 7 = 881(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1879/48,13-14=-1879/48, 3-14=-1879/48, 3-15=-2434/55, 15-16=-2434/55, 4-16=-2434/55, 4-17=-1793/110,5-17=-1793/110 BOT CHORD 11-12=-61/1255, 10-11=-55/2434, 9-10=-55/2434, 8-9=-55/2434, 7-8=-176/1149 WEBS 2-12=-1540/74, 2-11=-39/797, 3-11=-709/131, 5-7=-1410/216, 5-8=0/792, 4-8=-812/29 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 7. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 239 lb up at 2-5-4, 127 lb down and 239 lb up at 4-5-4, and 182 lb down and 239 lb up at 6-5-4, and 182 lb down and 234 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 13=-114 14=-102 15=-102 16=-114 17=-102 18=-107 6uq.Mu Into mhrth's l IXf 1110fiftlin WALL nuts l($1`AII(AM10xf-k1:1';1(II11UV Srt'Ma1.41 kUte Nndm died wn ntlret M:pk"Irw' s l V-1i l bRll trheat llm Yh•e ar wer err.v ued color,y YddtadnlattmketNM 6IMuM iM Is elms Msgfepexpe. SSOdry[ylwe;m udnglll nrnrlt m edl>, pdnd d giesnq ny Wdq Mer Ntpda taye linttlndnmlCD eeh,Naltil. Ilrfwpns leen.ledq<>. uaaEr} Anthony T. Tombo III, P.E. zt deudaSlmtSr 1MWgIetYedpuYlmd4lMn.erO.itrarcdrfxrblaJalletgwr,•trudendtallLb rlMbdl.dalededlM1l.ihq ndelhlWdmhellnedMlmtYEeY11 nggige.hrMMwdYqlMlirnpOUSlnd a80083 4la'lyhtpndLrnrn Nn+te ldalte IDpdulrx n M pMesdeebutibLi m Wet hY•am P61J pl6tklh lnd SxlmrdandM Vote plmlM1l Swslengrad n l binf4lint h.ImA.shtp Egiae lrnts 4 laatv,s 4451 St. Lurie Blvd. rSndu Mail 111(muled qn o.rcq ll ill inn bled IMlntthup Equenhllli Cl iddal ktyea,nlnft SleaEgdevdq Wfs Illtgfiudaut n is Mid n till Foil Pierce, FL 34946 6ppghlm701{A•14dlnun Amlagl.bm61111,rE. teptoloaiaadAislerconenl,inoil tuq,itpohleedxi161dlist rnnapermittixhem Adleolhisses -AdheorLlmEoill,Ll. Job Truss I russ I ype ON-8 0 1 2 3 4 5 6 e' Io27, d N Y 3x3 = 7 8 9 10 11 12 13 0 An 1 1 1 1 1 1 1 1 1 1 1 1 • 1 YI 1 1 1 1 1 1 1 1 1 1 k. kv.iair.:-0nv?.\+i.v,>.:i•\\nv::}..>.isvii:{:Yx f i•isif i<i:%.i}:A4iii*iiiiit» i1 o Iv 29 61d 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 = LOADING(psf) SPACING- 2-" CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(0at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/dell Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 72 lb FT = 10%F, 10%E a.q rha,e.r rru4.e,'111C9F ilp(f[fjf[((!1't{UWIf!Wfl(WGfF11S (IfIC(q'il jt(GOf(IIWIir h. TO IMP ISM IrrMrnt wen lmt"1111-q(IMlrm 1d1q 1.iW.lr[ Idum 9"kirin m d,uo.,"M . mail, 14i,1,rrrY dWt Yd h nd i d Itl • h rdl 1,, Im, htp [,'eo p •. Mrfil [qwn e,,d • rI to un,r+ crpru / Y rd,,,rd.pnrr, ntlrt in Y i, Y,q d a ub, imt qd r!y 17,d!, rin IM1I. 4 h,* nverrv, Yrrq mar, tests. zt hglnrdd6111rtghtlnt/r,im,,rMiq,ry tYgr,.1'lorlk.qudgmrtyr,id:70 '4"mony T. 80083TombIli, P.E. 80083II, I,m hur fgmn1,l01e, 1dbl Drs}n irn, llN+hMrn d.1 aq u,ydrurr.,.,,t rl.d,inl 4451 ercSt. Lucie Blvd. For, Pierce, FL 34946 OprripEI, U1016A-1tool lm,et lrilogl.lerl Al,Lf. lep,el.nwdthtlra.maul,inaIhm,up,ohihnrd.dlauken,deepnrissmLomAl4alhrasn-AsIhn1l.Lrielll,p.l. Job Truss cuss ype ty y A0012821 FL08 Floor 4 1IWRC6G1B9 Job Reference (optional) Al Koor musses, ron rrerce, rL .»y+o, aes,gnsala,wss.com 0-1-8 H , 2-0-0 Run: B.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue May 22 14 39:21 2018 Page 1 ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-j,ABmgel TN I NNNL?sEAjPxFZgcu 1 pzB6WF?YoIZDx_a 1-6-0 2-1-0 .1-6-0 I 3x3 = 3x3 = 3 4 5 6 0-A-8 Dead Load Defl. = 1/16 in 3x6 = 7 8 Iov I I IW., Ift v 1` 3x4 = 3x6 = 3x6 = 3x6 = Plate Offsets (X,Y)— j1:Edge,0-0-121, [10:0-2-0,Edge],-[13:0-2-8,Edg J,115:0-1-8,0-0-12), 17:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.18 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.25 10-11 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 81 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min.0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-0=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744A 7-10=0/1027, 2-13=0/1041. 5-10=-589/31,4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard r.dq Mue..rrn.,r•IIlxlnrssaFstutry¢rulrtlxsltoranenmloxFelr;ecuterrrurdehdlyd*N,..n,.rnr.dn.n,t n,ae.nglrta,.ldln.,I Irrrtet.tdrenvedM„n, adn,dw.vaclns,m,.Y Yfirluumrl,o, ullYrulhbrllbMrdd I,alrn, kup lgR.pe, SNadA lgoe.Y,a,Wxellp,gn,n,om,dn Kdndd urw q ny.ullafYo, Inpdo„grim, L7mluMfaD ,wYr RI nMr n,npm.l,alq „u w uld31 Anthony T. Tombo 111, P E. do 116,r1,hr.I1.Ilnrhdrufwvlda.dOeAm.MO..i,ra-4rarth4,NP:dMbdl.Sfslu4d t.1ol,r,.y,r ndealMI ihr!"NdIYtGldaWlln,dhim,..i.4rl.tiAmq,.mMtwdYrtgtlillenn,erWUd a 80083 41Yta1 h,prdhe,nrm..,,den.rmodrr lrm,af pd..,dmudAgtq.mfdMm.m.[I Na,rlhrn or wrnrdnnuypr.rd pvau. ml rl,s., n,rej/snwone,rs,Ian,kvr,..u.,rnptga.nrm,vrer..b,..,, 44515L Lucie Blvd Au. lu ld rl lyr(rf',a q,d qw. Mnghdlrrtulndnf hlnu hu[gmnh IGI61d'laf MuP,nlmsSfen Ffiun dar Mllq ID a7n d:nnnlful bf111. Fort Pierce, FL 34946 oppillil 0 2016 A I [oil hisses - Aaslasy I Ilmbr ill, r 1. teprolodial DI MS i mneab is aq luo, is pralileed .ithem m sherrinespe,,ssul hon Ad laid Lines - Althumbb yI. lIll, P.I.I Job Truss I cuss Type 11,77, A0012822 WRCLGIB9 FL09 Floor Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 Mi-rek Industries, Inc. Tue May 22 14,39:21 2018 Page 1 i r ID:hA3xRN7kHBGY_sOsevncy2zOBnp-jvlBmge 1 TN I N NNL?sEAjPxFZCcuwpzO6WF?YolzDx_a 0-1-8 H [ 2-6-0 1.5x4 II 1.5x4 = 3x6 = 0 1 2 ccc616 15 rep C' e r 1 3x4 = 1-6-0 2-2-0 „ 1-3-0 1.5x4 II 3x3 = 3x3 = 1.5x4 11 3 4 5 6 Dead Load Dell. = 1/16 in 3x6 = 1.5x4 II 7 8 Mom. iLE0;W0 zi. ri ate: LOADING(psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid telling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min. 0-1-8) Max Grav 9 = 855(LC 1) 14 = 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551, 12-13=0/2707, 11-12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007,2-13=0/1014, 5-1 0=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 13 12 11 10 9 3x6 = 1.5x4 II 1.5x4 II 3x6 = 3x4 = 15-9-8 15-9-8 13:0-2-8,Edge]L(15:0-1-8,0-0-121 CSI. DEFL. in (loc) I/defl L/d TC 0.62 Vert(LL) 0.18 12-13 999 360 BC 1.00 Vert(CT) 0.2412-13 763 240 WB 0.48 Horz(CT) 0.05 9 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weiqht: 79 lb FT = 10%F. 10%E c,Mwpr,,,x.h',]ttdf[7[[[[jSl(rtR4n[itaSr(Ctpnpn[rpC{tORI ,ln]/UGH rl h. Id, .Murpaeanrl,dw,rWT.SCoup q([OPjrb ey[.lu.l![.[dnnrpnNY,.0 eaue..,N,am.Ml.n Whl u.ed rYY„W NraiVdlW N.il !„I u N,[gm(il.Sryai1[gw J,e,Nr I Giunun.o,rYu,IYR/nu/.a.ngn,I.,iNre,Y n, uqN tm,4 l.ts, l7l dr, dilrL[, hh prs. Y.,Yfy o•fan,wu; Anthony T. Tombo 111, D.E. I d.n4n,Im,r aynyuy.vai4ao..u,ao..,nti,cAgcuy{dklh r..h,en e [L,¢(d4kdWquaallKl[urrM4ylo•d truw4ren,q,.oqu,..•a..dN.Ia.rny.ra 80083dWlqN,ryr, d[.rr r, to W,ul , a hqwal, anaY,snndp b,Ll.,fa1(w.u S/,t, YYeta tQlAIY,NI I;Td11(1 n,dx,NW rynd au4. nFl lr'a,binlr,lLlyd Ma,Ih tnu Nt*,hn, Nv}lapnn IIm, Y,aCeu,rin, 4451 St Lucie Blvd."O.' .,nd INur,N,q[,.a,N,][a,[wgN,r,..t,.,,t;m.[.p,aw,uJy n,yeurdmn.,nal.rl,tn[ ( aryrigki 0 7016 11 lad hisser Anlal 1. lenho ill, r.F. Iepelmioe ofIbis dueness, ivat loin, is prahihitd vithnnhe .,inn paariss a ban A l lief haslet - Aathary l Toombs ill, P.I. For, Pierce, FL 34946 Job I russ truss type Qty Ply A0012823 WRCJ GlB9 FL10 Floor 3 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 Run: 8.120 s Nov 12 2017 Pnnt- 8 120 s Nov 12 2017 MiTek Industries, Inc Tue May 22 14:39 22 2018 Page 1 I D: yPU Cg Gf LZTgto R CQb7? I Naz2jnS-BSJZ_Off E h R E_XwBOxhyx9ohKOOwYUcFlvk6 KIzDx_Z 2-6-0 3x3 11 3x3 = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 .... 360 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCOL 5.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/0 BOT CHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951 /0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d 0.131' X 3•) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)- LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 10%F, 10%E eq MvMe+llrr..h tinontnorstusnactuntxst Ono ntlmrCn it"( O;dEerA rl Tatum. ILtd— Sim win, dn,rerr.dvad.mtn,.Y WlrereewmrjnsemMe:dnhllD w l halms Soup repre6r•SpOl teyrnr1m.0u(101ignuft. WpoldoreJrin%lemlwml00.¢,.W Mi. hlnp nugom lHgr.mxiubtr.} Anthony T. Tornbo ill, P.E. teeIrevdllmsbrgl.Wrlhheul.:dad!dmAe.0e0..istrmvrlepan6l.UgOmpr,.biernabnlbO:dmhdaf(gNedtM1l ThgxeMamf0ldwerrWneaminss.mLagt M1 satale,himb.WIs q"iemnwadi!it a 80083 mptoalksidu ( awr afsae..ENOBnopeIIus ad pdamsdmt.dq(.pwx" than.(stet gin plh11 nsnowslxe t d.nrll dp..MI h1m, fyrniftu of down r Is..'n 1—Oet. hn "Eq.. ad fins ftdss-,rev.utaudf(a(,dandy..anyhafrneaeim(.u[eu t mebecse,t.ygasp.,ntmrs(vahp.e.a(ru,mo fadnrmmntrdnrnl 4451Lucie Blvd. Fort Pierce, FL 34946 Qphilht 01DI6 A I Isd Imses- Aminy I. loecba Ill, P.I. leprabdma d dis 6mmem, in asylum, is proiiiiled.ithem tie ninth permission ham Ad lads loon - Aatiany T. baeto 111, t.E. jJob Truss cuss ype ry Ply A0012824 WRCLGIB9 FL11 Floor 3 1ll Job Reference (optional) w noawa, un rie, ,»+o, ues,yn uVa iwss.cwn ecun e,.izu 0 Nov 1Z zu r runt: 8.1ZU s NOV 12 ZU1 r M, I ex Inc uslnes, im. Tue May 22 14:39:22 2018 Pagel I D:hA3xRN7kH8GY_sQsevncy2zOBnp-BSJZ_OffEh RE_XwBQxhyx9oszOSLYW VFlvk6KIzDx_Z 0-1-8 3x3 = 3x3 11 5x6 = SxA II 1-3-0 7, , 1-1-0 n q 0 0-j 1.5x4 = 2 3 8•, LL11 0 1.5x4 11 3x3 = 7 6 5 3x3 = 1 4-1-0 4-1-0 Plate Offsets (X,Y}- 11:Edge,0-0-121, I4:0-1-2,Edge],_[9:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) 0.01 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.02 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 25 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 214/0-3-8 (min. 0-1-8) 8 = 214/0-6-14 (min. 0-1-8) Max Grav 4 = 214(LC 1) 8 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard cdqase . RoemH rn. r.%l lxl n7m Sine]om RIIIS s 10=11(ISI311CM!r; s(tltoIFFA i rial,rp rugsy,v, M,n+un m boss hip hnglRQ 0 Msnr( I Inr 4 rl hen, SIM ih, n, r1n, Asxn„ send 4e lol-s 4ldmnelils, Mreu1k60hrr.An n,im,laigs[y 0r.fpglepx',v,uAn Slrlryeuem vgsr h,gsAntld,q rngnspe,WlryMo,InpAo„ajrh,uhPMnMIhD¢,r,IRI, hlwpmnp sle ynun,,„rluy dneArnim, br ltdligho„up,uYW!dC:O.m,hO.i,mndrtfnhAhyhupr,y,wvv v,tl(d,0.'14hd1 Yx1,M,dfR1n,ggsnd hl0ldn•sell.u,l6,fm.1.rA1 f;wrq,,e,h1O drvgrilhr,nl dlnd `hOnyT. 80083III,PE. 41U. e1h,¢idUc,nr.t0 t,1 MuhlW dhpem,n l gsihA„do,Wly(qum SACR b1f Ot IttSIJ peYnrlh llld Ull mrA nuti gsndgsJ te. R,I rr„, nyrmlNt loa,ILhn,hu limb etl lm, +M,:}v, a'ns =80083 Rv., u lAi 1 lr I(elmq,dq r.mq ll,Y pert n r,A,d n,Inu hugs Epee h 90T on Wbq hnp,n Nis Ira, hpm Aen( W!q Nrp u,IVnnnldsl rlesl 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Appilhl 0 7016 A I lost horses • Aolhany I (omho III, r I. IepnbUioe of his losonenl, in fly fork is Prohdittl itheot the nine pe,missiu hop Ad loot bosses - Alihooy 1 loodu III, I.I. In Jobcuss russ ype ty P y ItWRC4G1B9 A0012825 FL12GE GABLE 1 1 Job Reference (optional) Al K001 1ruses• roll I'Mrce, rL o. a. ooewggnata,uuss.com l--I- 1 2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No 2(Oat) BOT CHORD 2x4 SP No.2(Oat) WEBS 2x4 SP No.3(Oat) OTHERS 2x4 SP No.3(Oat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Tue May 22 14:39:22 2018 Page 1 I D.hA3xRN7kH8GY_sQsevncy2zOBnp-BSJZ_OffEhRE_XwBQxhyx9osWOTfYXhFlvk6KIzDx_Z 911 3 EIN DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a 4 0 d 12 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10%F, 10%E n.1•rlrnrlrn.lvlu..n'u!t nr(sts('st!!!rtw(u!rwtclumontrtla;'anr}un n!hw.nrb,.ln:.ItVrlsnegfrrrrhr en4nrhn}kny(R}Iref1 Illprll(rdnmllenlh.w mue+..ru,md wrr.h Wi,l u ee., rlaslrl h,sd l.Yl.r.il h.lm, hs} tgrn[,.fnrtr(q.o) hrA g rf.'F vgeoud Sr Vd-9.q u1ny u1Y11. 6. hutdado I— lgeM Y IS 0, relnl h4r*noel kg att i rerih Anthony T. Tombo III, D.E. d,u.1 s Mrh I R>gnd„y,e a a, a..n, e, o.wi,.mvd,n.dwrahu r..e,unn,Iancamr0,l dW1.IrW rIM. Ir gnrdkfilClr Ihll ne,Idlmr.d,iq i 0y u.."80083 a 1,Ygh1¢„r[mn1 u,rn rn M.e,mrrKm.rr r,ray,wy!,I.,nte,gkn,.e.(c run,rytnrsto , ra,rdk,!n+ed., rnl rs.,d an,!anran e,on, h,#,Lnr h,u(ywu rlm, Y d,e.n, fin, 4451 St. Lucie Blvd. nridu 11i,1q,t...l*nr gw..i8 h.l pt 1 •d•d Ir un,ksgt5vn u.0IMMYq hsgn.4msnr. tqw. d.I l Il,q 101geiul a....ntrM 1RI Fort Pierce, FL 34946 ppiphla 1l16AII.d Lout Acthoq l.le M lll.l.f. Iepel.niu dlhis la.eu,in.Iln, is pehbitel.4.0the n4le. rnolissi.. Inn A l tool locus A.Ih..11.L.bo III,I1. Job Truss I russ Type ty A0012826 WRCLGI89 HJ2A Diagonal Hip Girder 2 1 Job Reference (optional) Roof i nrsses, Fort Pierce, FL 34946. design@aitruss.com Kun. 8.1 Z0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue May 22 14:39:23 2018 Page I ID:hA3xRN7kH8GY sQsevncy2zOBnp gltxBMfH7_ZScgVOzeCBUMLOHQoOH_QO_ZUfsBzDx_Y 1-5-0 3-5-11 1-5-0 3-5-11 2x4 = 3-5-11 3-5-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 155(LC 4) 4 = 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)• LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) tr..q. their O.,gH7,, k. r 1 i nGF nlsus f ruu 1 QIIm RUIf r mranen tn1o11(nn r; ltuenlr;ulr r. I,* ru* pr.drt, nt „y,m . n, un, M p rnq iI[Q d a I, Iy I Ial, n It le... 1IM hr, , rd,,, dkr.iu.rd is r He, 'l tuLl„ommpmtunnn+lrrtnk,al h,Irw,Itupl,prep,-lptryGp,r;ruu,I.flmigrn,mo.uFa,ratrMau.e,q>.,mpnq.ufagb nlwprao,,.1,umlgrtdnalooWl..r.I4I.Ikrapnv.p,n.i,rqum,.,54u1 I .I,narnlmtr o,wlgnrrnwaw aam,n.ao.d„awd,p., rrugavpr..r„m.knuLra.Imi,dl.ry,r dltil ingtMirtheTH.Igrlln,dNlnstaddgl d4wrq,.nmOnrdkngJ;780083lrkrn eoul"it AnthonyT. ill, P.E. 0083 r l.val r,t,ndla:,n. m.a, tn,n.rtrodrpro.nalp/,mudrn kargt.r M lap wee Iavirw,rlh lndtw o„d.,.uti f,dN u. Inirw,rn,pnAlancod r.nral,n,rupn.un, r,.prpnminu rrr...,4451 St. Lucie Blvd. au.tuldudlitrr,d,fulga. Mq 4d0 pan a,nu Ile lnv ru Egwnk 1plrla'lal hup,nlnullcRa spun bur rllg I11gE1w1im—nldul.Irll r. Fort Pierce, FL 34946 GpltipEt07016bl[oil hsset-AatlogLlimbo III, Lf. kpi,bdi..ohli, document, inurIntel, npiahldel.itictnthe nmapemnsinlweAd[oaf fillies •A,t6a,rl.lmt.III, LE. Job russ cuss ype ty y A0012827 WR"G1B9 HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQattruss corn Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 M7ek Industries, Inc. Tue May 22 14 39:24 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-BUQJPigvmIhyEg4aXMjQIatArg6cORfYDDDDOdzDx_X 1-50 —423 1-5-0 4-2-3 M 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 (min.0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 4) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9. and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) W-4 - 11— dorinfit, —no % I tut llmrs[Iun al:ul nulsr[prantn[nlokl-rclr,uu[n[z.[rr da hm kv l.ym nlr.dn.rl mr pirnglrtcdaarlLlKrnrL[da ruMh,r ter. e„ar.ar ddrnam,.y slhhrrssemrlYrs ss YssNder ohmrr wl. Assirssrhslp (props, Sls ,[r}r:r;undn., Ialignemom sdbrdnsYdgw9q nymdtla,Mglrs}dpsgslnnLwtrinhl0i wry. wle i4l lY iss,pnrnpm 4elq umsnLs.Grtr1 Antony T. ' Tombo III, P.E. admdHSlmsNgW6ykM1rupvhM!ddO.m.Ye..isrmn:drtashl.IligAupr,.trrnandurl[l,L¢[dabdlMa{n4dlRl leganrldhlhldn;hdlmdNim.iMg48}a gs.wtJondkRgdoAYarrnrrtil!d a80083 Yta'ur hs}c d[sema. a aiassd m s ne WD ad or ms ad rdrhns d nobdoglsgoom SEM tb a W,p,skl4[now SUA mr0-11, Rnrd FA— MI Yhnt asnpowift WhsneL1- hsgr, Ims hs} Egan od lms but"., W., 4451 St. Lucie Blvd. rfm.ly lshd lrsrssad grslsp•rrcq 4,W'S Andni hlmt hkp[ymrUAGl ca lilrt hsyr,n ln:t SioaEsryms`of sALl Waind,4*,.—ldoda1111 Fort Pierce, FL 34946 oppihhiD?016A Ilost losses- Milroy 1. lambs ill, F.I. teprohmias of this lommem, is oaptorn, is probibidd wilhcal the+riftes promrssoa hsn A-1 tool losses- Asthoor I. Ilmba ill, F.I. Job russ Truss Type y WRCLGIB9 7HJ117DiagonalHipGirder 1 A0012828 Job Reference (optional) aa,yn uva muss WM Run 8.120 a Nov i2 20i r Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue May 22 14:39:25 2018 Page 1 ID:hA3xRN 7kH 8GY_sQsevncy2zOBnp-cg_hc2hXXcpor_fm53EfZnQGI E MylpOhRtzmx4zDx_W 1-5-0 4-11-0 9-10-1 1-5-0 4-11-0 4-11-0 4x4 II 1.5x4 II 3x4 =6 4-11-0 4-11-0 9-10-1 4-11-0 Plate Offsets (X,Y)-- [2:Edge,0-0-1] LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0 01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min.0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-351 /697, 15-16=-351 /697, 8-16=-351/697, 8-17=-351/697, 7-17=-351 /697 WEBS 4-8=0/255,4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8. and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) mry.nnre.r. ucrntssaisrulnar;urnwsrroFanaltnlaktrcm usicit[)i irt. IrcyY pndmdmldn.mtimbphr.glRPd4Jtirl.Inlr0.11.Idra,LnlMnr wn,eK.rywrnnrrn..y r,idtoctn l'n,N9bnt11.6I1Dbw.dl. hrlrn,b,q,lprrpr, Sludry hprr;e,Wnryf0liyrnm,•.u.,do,pdn,ud npntq ngrullq Mor lnQdh,.yr lnO gmludr l00 bll. d.l?FI ib 1!,wpnurrrm.IMgido,,,.utlAryEWnd OnyT TOfrIbO111, P.E. Ort.Ygh,p,duam Oil., low. amod mno"Wi if P-611h yt pmwhm tL% .(¢v)"khW 4 rnd uun,dnnati p lpl— MI rl.,:,r /nn dYuselti ,M 280083 rSlo'br-doerMlq rimtlaN M:mm ltnle RVl. 1 v;.r,tim Mp ppar frm, B+lr+x.n, 4451 St. Lucie Blvd. OP1iitE107p16Aliidhistes•ArrtrgLLmhiill,r.l. trprili0ioiellYniuonerd,inuflmo,itp,olbiierl.irhemtherrineipermittiuhmAdteollnne IrAnyl.Lolrlll,l.1. Fort Pierce, FL 34946 Job Truss Truss Type aty Ply Aoolzazs WRC6GIB9 J2A Jack -Open 9 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. designQal truss com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 Mi fek Industries, Inc. Tue May 22 14:3925 2018 Page 1 I D. hA3xRN7kH8GY_sOsevncy2zOBnp-cg_hc2hXXcpor_fm53EfZnONOEUbluvhRtzmx4zDx_W 1-0-0 2-6-0 1-0-0 2-6-0 2x4 = 2-6-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP N0.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-6-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This fruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and'any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of auq nnuer.+l rr..h rlimnnsarsfufrlrfe:ufnnuuoranrnmloxiiit;l(ufat[Kilrt kalydrh pOndmdrtdOnuushnsk:pkc. V(rIV rkartl.rnatrl.MumiSimW"nr Ild"'iti—uaddnM101.w1 dlheuumrlkrssMkavlbkn0oh dd lsa has k*1110-0 I. Steamy bprYsn ud n rg 101rgnthii- —dn rhsid gxe:ur rnpvldryhq lnpd IN sqr lens d.%W nk lCOadt W.MI Pittwp nsoaprn. Iwrgmmni.smddn Anthony T. TombD 111, P EZtihrypnddo.INad !hdinrdMrn odmlryMansa'Ne.inus"WIt" MIN"* "d z 80083 4451 St. Luele Blvd. Fort Pierce, FL 34946 oppijil0f016Ad1ydhisses•Aadagl.lombeIII, G1. tepsodwasoaoflhsdnoeeni, inn? Ink ispmYilBdathevl lit nmupmmissioohim A-Itcolhisses -Aorhonfl.lanlolll,r.t. Job fuss russT— Type ty P y WRCLG189 J3A Jack -Open 3 1 A00128 Job Reference (optional) fusses, Pon Pierce, Pe, 34946, mesignUa allruss corn [tun a 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Tue May 22 14:39 26 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-4tY4gOi9lvxfT8Dyfnmu69zXTd0 L9rgXiJTWzDx V 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 3-0-0 0 N 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 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0 Ot 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight. 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard d nave.fire•u.m[iiwlnlssorsnur6t:eut¢uer,loran[[1[1110kjWl!r;nuentrnerer,hA:YJp[fNmdmluln o,Ln,Oesphr.gllCPdm[Ahll ia<UReLlelnearSlenMS r Lfln,6ernutl dnml0l.rj uhe,on to„eebnrehmik irrt[ I,eun,kup[m pe,sKw+:frwnu muuff:m Ymmo.vp rro pamr,wngny.wa ra eny,an,,.yrun,M.mumtho.ry.d.[11 [rewpr,f>,nfn.ifr r.mw,mro1 dfvaenim,v.iw[namm,[fneanano.m.do..r,ferud,vol.wflaup.r,.smm arau[mrcdmtur[.x rr,drtiln aadINWi"tuunfdnr[rrn.ndf n mneem.dkn all,m:n I!It A^thonyT. 80083 ll,P.E. mI.[yti,pndEe. s0„ive.mIDAdmp m,ad emn,dm ? 1 ern 4 F nr. ^ w' =80083 r I 4[myn+n.Ilo7r+[hlydvumrd.meype dp[,a.mtr.,mnpeAun.[rur>.nn,oup.u,leye[.l. din,liAran,int 4451St. Lucie Blvd. nuavedurlre(mdyn[gn .rmgqut.u, mrlert IM inu Gup[y ou[G[or Nd,IMup.nln:, s[tr+hpnu re[efu [n mrwr+:mnn[dalnt[[L Appilki07016AIlost busses - Amboy 1.lode 111,r.1. tepnbdioulthisbmnent,mulINS, isprohJdeA ithenthornrteepermissivehem A-Itoolh+ssei-Anthonyl.hnheIII, LE. For[ Pierce, FL 34946 0 cuss Truss ype ty y A0012831 1'.7 Jack -Open 10 1 IWRC6G1B9Job Reference (optional) A Roof Trusses, Fort Pierce, FL 34946, design@altruss corn Run: 8 120 s Nov 12 2017 Print. 8.120 s Nov 12 2017 MTek Industries, Inc. Tue May22 14 39:27 2018 Page 1 I D: hA3xRN7kHBGY_sOsevncy2zOBnp-Y36S 1 kjn3D3W Slo9CU H7eC V V31 zl DoP_vASt?yzDx_U 1-00 7-0-0 1-0- 0 7-0-0 3x6 11 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20. 0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 4 = 183/ Mechanical 2 = 342/ 0-3-8 (min.0-1-8) 5 = 90/ Mechanical Max Horz 2 = 156( LC 12) Max Uplift 4 = 133( LC 12) 2 = 92( LC 12) Max Grav 4 = 183( LC 1) 2 = 342( LC 1) 5 = 128( LC 3) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 517/26 NOTES- 1) Wind. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE( S) Standard Dead Load Defl. = 1/8 in 0 n ehPLATES GRIP MT20 244/ 190 Weight: 26 lb FT = 10% Ir.ry. nr,,, d.rgsymh.tr•elewynnsaIscuRILt&u ShMNxrnr tleurMnvav .r.TD1,.y arLEuamrrYn sadlnrul t. rt»aY.rr arhnrlapygvepr.yndg yepM tr rnrwo, Ihlryoemorvyzrddr.8sdr npuyreq.wu,rnees dor uyrinuegmrMmitomy.day?Fl trewp wgera.irreq r.mw>.+.Dray Anthony T. Tombo 111, P E. dnrd4nlmrN luWghorruyw•iiM! rh(hm.40mrrtlrlydepuortrilFgAvrr,ubnmaruQ[,Mq:der4dlalayrWdlFl ih"mdrhyhld adenrdmymtl l.Og46rFa gr.hfiAer.dYugtld erngrtlYnd a80063 4 M/yhf a.d4e.ai. al.7,rtlM. blhadrrpdan atl*deanedb tNLq(paar. tdel Gu yKft y.WYdtilrldsltl., rdund'.p.rrdua. IM1IYLsbtttrylasndpnELLnt ku.,hessOnp [apnrd lrneanh[w., a'ns 4451 St. Lucie Blvd. ea.um«,tyete, dgrdgnk.mggaynn rrrisklnueOPIni ,Is101 W.Jkrp.,alnusroaEq—t.rwq m brdt:omnerammL Fort Pierce, FL 34946 oppipht O 2016 Al lad haves - Aothooy l L¢ha llI, l 1. teprodaaioa allhis domnera, in any Imo, is prohiheed ritheot ehe ruttes Fermissiaa hso Ad tcol lrasses • Whooy 1. laasbe ill, P.I. Job I russ cuss ype ty WRCLGIB9 M7G A0012B32Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQaltruss.rAm Run. 8.120 s Nov 12 2017 Print. 8.120 s Nov 12 2017 MiTek Industnes, Inc. Tue May 22 1439:27 2018 Page I D: hA3xRN7kH8GY_sQsevncy2zOBnp-Y36S 1 kjn3D3W5lo9CU H7eCVia 1 y6DeN_vASI?yzDx_L V-V 3-6-0 3-6-0 1.5x4 II 3 3x6 11 4x6 = 6x6 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 018 Vert(LL) 0.03 4-5 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/aBCDL10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc puriins, except end verticals. BOT CHORD Rigid ceding directly applied or 8-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1480/0-3-8 (min. 0-1-12) 4 = 1564/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 432(LC 8) 4 = 527(LC 8) Max Grav 1 = 1480(LC 1) 4 = 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/600 BOT CHORD 1-9=-651/1912, 5-9=-651/1912, 5-10=-651/1912, 4-10=-651/1912 WEBS 2-5=-434/1579, 2-4=-2152/732 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf 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 432 lb uplift at joint 1 and 527 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 265 lb up at 1-6-12, and 832 lb down and 265 lb up at 3-6-12, and 832 lb down and 265 lb up at 5-6-12 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 th'e face of the truss are noted as front (F) or back B)• LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (Ib) Vert: 5=-832(F) 9=-832(F) 10=-832(F) gar,nnud..rn.d.ra¢mnecusfsntn,RuulrtuuaroemnattmcarrlrAmodurstarr.ro.lrl"IL?fld mumld.,.uaeoann,mr wlswWidissiilm,M1am.,,dl.rrlionI,." l,,Iny,k,*!y.enue-yNrZj[ga./Y,Mrr I:inFnea,rmwudrF,hf,adq.eu n,Ir,iYrY,itmu{.dYdafMfm,krO1rY131rh,winlhl,hh,*nwyaa,,YOlueor,,,err, ZI rn,dn,Im,hir.iY,ln6n,iw„1i7 d,M0—,YO.ri,e,d.cd,Im.a,W"O'uy..i.-Usi., 4La,6treal.d MUM M.rIIIJ I4 qp,d d4lMreqInn .hiq,rarl sY,elr,.+Mrrr q tlefrq n,I.vbk7d Mt110ny T. TomlHb III, D.E. WI+IA,q.r1,r.,. u,r,Ww.a.I rMF,o,nrl.rl.,da,tlgc.r.,.sdMm,,.c„d;tglaawal.tnrful.,,d..,nk,I,.ndrr. mler,,,e,n,.,u:nra.ndo,o.uti.4a.,;nne,sy[,r„Mrbn,n.da....d,u = 80083 a.•t,kM,l,fre.Ignl,Ir:.,le,111 e1 pe,s w,hA IM hn,r,u*Iq.,, n Ili In WYl h,gn,. im, 4!m. fgwndw Wy 1Ju#*ndlnn.,n4l.d.aI 4451 St. Lucie Blvd eplripMQ }OIdA Reethnses dalboar Llenbe Ol,GE.lepedetlin of ibis deriftal,ioIlly film, is pokilild.i1lwuYenBln Fe,missieaUs. d Ifni hesses- Whir 1. Lembo 111, F.E. For, Pierce, FL 34946 Jo russ ruype ssM3tyJPrenceWRCbr. IB9 V Valley 1 optional) Al Roof Trusses, Fort Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:28 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBn"FggE3jOgXBNiSNLmCoM BQ2uMRWOyFf88gBQXOzDx_T 3- 0-0 2x4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. ( lb/size) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard m." n.we..t* n..r•ur IIw6I1nn911u(rmemOWS(mcsI'Mr,umillaVirr. rn: kr IsnentdidrnrrOntmfAs le.q(IN]dLld.11 IUMLLILIduwlLnld.eru lavex krnr.wra.r Wtd. vd.rhn.ms.ndI.r@7.1."itih.Im,kW!q-0..spMrr(yr.Arur..1UP"r s..0b.09kF*,..ewrr.any.w 1.d.rc d"salkim.egiw.n.r:r.n.dein1.rrtivpnw. W5.1.da.r,oe"" Anthony T. Tombo III, P.E. dn./ nslm,rgblArl6rny.v5L 5.D+.a,r0..m'.we.ud.panrA iq M,p.,.6iMn.l d. nC 1. U(drrd..lAq uadlM hwn.I ilNdgldl.v ah.n,.hiq..u.rq.. usY.dk.q ud n.. ny.,ikjd :80083 r 1.11q huru df..m urn.nr..tY t3 drrn.ndp..b.d. td6o(.w.n.sMt M..crR(W riL,Yl1. Rid SI(. n.d.mdr p..d t.Ya. tM1l .rn.rnAa:nd Mn.l ty 1,n. hup.,nn. d,y lq.ndinn Y..he..,.ln. 4451 St. Lucie Blvd. An. i,r.dr.l... [.na 4•t q....,dgh Alrn., whd IY Lnfl.*tS.ennUlrl.Ily l.*a.. i,n. tnn. [.;..n.I.I.denq ra.gd'td rm..na.d,Ini For; Pierce, FL 34946 6ppgMmt016AItool lnset-Aetloarl I0mM0I.M. leptAanuad[Aislemmtat,iaany form, ispdihdeA.hle.[[be nMrmFemdsio.h.t.AIbdlhmes AarhorylAwliolll,rt. Job Truss Truss Type ry y WRCLG 189 VMS Valley 1 1 A0012834 Job Reference o tional do u, ue-u'.Ua . uuo.w., nun: a.i 20 s Nov a 2017 Pnnr, 8.12u s Nov 12 2017 MiTek Industnes, Inc. Tue May 22 14:39:29 2018 Page 1 ID:hA3xRN7kH8GY—SOsevncy2zOBnp-USECSPk2bgJEKbyXKvJbkdb33rsahivHMUx 4r2Dx S 5-0-0— — 5-0-0 a 6 5 4 2x4 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 4-11-6. lb) - Max Horz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/320 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 5=104. LOAD CASE(S) Standard Y.r+ IWorrrAlr lssM.m 111.'011p;S6i1(I(p1[III I;IYS{IOIDOOtl (ISiCYt•a tnl([IOa(xv!lr r. Io:rksY psnnesdine rfllMdM1 tml r:l}ht.q(f04]do{eyl,lurnrt Idp..f iMdhr.M dnl OemisaM.r PA. nYr WilIr.nr rlmr Od Ir ridrmtn.k 1snImsrw 0n-1M(r,..aa u40 ri nrrnses. cgru4mrdrss n wu iapullnr Mtisg4arrprtmrW rrt:4w.,.de Ini.hm ns.wo,Woea.,,scrag I d-drs,lmshr.sbbduiny.¢5iry o,0w—'mQaMllR.cd rind"ft sy 6rsqu..msoar.dmoL dr[(wmrd ml4q uq ed lM{MgnrdraYtElrr(hY nenlblms rYkl l.11q srs(r..rtJYudkrm(YA.mmpsik(/ Anthony T. TOnIb0111, D.E. b dWl rsi ud(rrmm NaM UIM.mMdMr.mfdpbles/bldy(npr. SAry lmr.n (KSO N{sW hmdSl(l nrdn.mNr pndpdr Rl MasmmpsilL`nd WsAmlms rtyr,hns rr4 [y.nidimsxadsG.n,wlns 80083 An.Mk.rs ll.(uYps ttlr..drlh dl.rr.nnd tr tuo 0rs*t5,,wrn(ltml r 4451 St. Lutle Blvd. Ilw syr,. Iins Fsh. fRw. d.l petal tl sgtlul r.r.rn krdolrll opyrltM 010)6A l tool lrasses Arill"Itempo OLU tepmdanw of 11h doamul, iuq Illo,isFn6ihdtd rBhdIll, vnilnn Feroissiu I'm AIinl hasses- Whoop ftoo6o111,1`1. Fort Pierce, FL 34946 1 TYPICAL HIP / KING JACK CONNECTION I STDTL01JANUARY17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC i 0 ti ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) ri.,,...m..t•ellaxrnsulryutryuuulrruserc+m,scrw.,ulrt:a.r:nw,rr. a wQ,.e~.,a,d.m.Mlrt„e<e..9lnrdres t.u.,n e:,sknk.... su..,Her.mrEt.rh eolei rrei,IQ, JiMMrM1ld.kill:IlM,Mu'le,nvte,lMt htrri)Mrirr7lID q,wmr,grelYrh,Grlgw+rtyrulL}YrYp/r,ilN fimlryplrf•iC/e.l. RN hhfy, mrrrr.Y ulrs uarh Anthony 1. lornbo III, P.E. IMr.o imtbr 4l'gtl rnyr,ii7 Y0.mMP.r(,bLdgl/rMNey RylE..h1dE/h:.Y61 r141Yd IdEgt1Y r11RL hC'YJ/bIM.}MtlNf4lwLL Cry W'.l O.y q'blldrCy O/YC1nlIrWi/ 780083 H ereyerIw d1..M I1e.%"ulM.1w INIM a risen.1 r.erruw:w bd* U""W.N I, elre SKI. Mnmlirr {apYu 4451 St. Lucie Blvd.ner. nehMhececCq•w.n.ggaMn.d 1r lmr u,>r tr A.ntia,rt rtMrs.m l.,r rlwuy uy.l l r,,.rnrn,e.Inr Fort Pierce, FL 349afi 4tlJtht? IAIAAItedlrnsn•4Ra,I,hobIIL1.1. tqule61110 WKINIM.ua,4ae,4FTOwlirA.ill dike.;nelFnnirsu.hemA•1tactInses•A&MIJT.116M111.P.I. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Y-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES B 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN-). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF lDd 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / I- TRUSS UKAL TRUSS 1., iTUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LESS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1 5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION trvq Mrs..sMl,se,..r'J4[NJ IMSESrUttIq 90111 IRIS iOT,AriS t6wv fUqrI sIDarif"sr rr. tcthwr.w.tisrrssdo ranims lwq h.q;ik,satiLAW,! ILia 1I arms t4rwf m Limsdn.nr m"«rt10,.tIsr_ii^ wsJisrlsn sYMsWbrn•Issy s;slmshsplgr.ar,4rcli4.nir rrins*m..,«nrt.s r,lssssr.*,.,,mr.siMsrb s bs{s4gsM,M.rI Mr,dnAl. fMM«nsges by u+rs Anthony T. Tombo lll, D.E. rlwarslmsbmblytlbnslrsM arOnv,bO.wir atalcpvYWlsq Ye}e.abrouaret,bC, albAellArssB allM1lmp.d str drs lsdl.u dlr.u,+AlvrbNl mys vuaos rlasaq sSAhnssu.saArl sl-Ef0083 r (rYalkga Mtstafa e1.AVMM.rn«Ibilfkm.lt'N.fCrl.#gIR rM1/.; r'fQEjt n/bMhI r111(I nrdR101W fir[!. QII lfallrrttlK/Yll vl H rlRn ht/.,igl k9'ttpta rl l mf40f0. s Ir11 4451 St. Lucie Blvd. rn.l vm hrlK•e.r m.mygrpws.+d nrnm rwt e.,e;Irw r r,.Imspm.th...wMM rAarr,r.rrwr nu Fort Pierce, FL 34946 teyrigh 0701A A.I Izl 6mtes- Addy LIB Itl,.I. Fepdura of Or la.armit at him, 6ptiHd.'dso[it wica peaissia 4a+A-I tat Lnus• An6.q 1, leab 01, f.L JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST_ LUCIF RLVD_ F01 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS N2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. n+q !!.nrrm+ph rn.q'LI U01 ilt$yff'R:Iffjll+Uu imslto4iiL+1fIS11d mT[t 011004rt taq+yp—nrrr wx+wM t u pup 0-4riIIi w.t lam 11.S.KtI Idr"SkmhR.Y Mn. Ar.m ueelw.fp, wyirltn.l 1h t+fi nelr.i10 Nr.fl40MC.vflr..np.,Sr+Sht4rx;qW—!i1sawumwrq.wr/gF+h+uwiu rd.7lx:lwknt r 1.¢pdtrn%* I'm dy.IwtrlYwh.""'Mi.61.p—pn,Wyrran,+1i1d1 Anthony T. Tombo III, P.E. rrrdefiwrwCt.ilynrny.sliu dm0.m,rp..it hurl ry mlrit.,p pn trrnndrpf,tr 0;dtrt d M11q+W r(III bq.1dgiNrw;ErY.udginn udd+ylr+ngr, p+Cwwr c.q ddYq•ryrWRjd q 80083 pE6y papxrtrrrItr1Mntrlarq.0xtdpil ndtrldrl G ww 32riYr i1CT<M+Owhillrfl((r.rixwulM,r r.l plwn I/lldd nq nsdr.ttLifr+run.dtrlxu purw.4nt pu Equxa 4nt cd Mr,wMt 4451 St. Lucle Blvd. e nutlarh.Iwtef ed.p.nL'+gh lrim s,d.d 14 t+++C.+q [.S..nn Utgtddq kvrx l:n. fiUe l.peadghdq tptgefi„Itannt4.1 IKI oppipht01011A•Iled lmm- Willy 1.lorb Ill. P1. itprdwliuofibis dimusi.ioarytuo,epo6Yud.itWthtni E1terai$SiM48MA-I140111Isses-AC602VI.TWO 111.1.I. Fat Pierce, FL 34946 FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS V C 1 f'%I L P1 NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P r2 SEE DETAIL'A' BELOW (TYP ) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS —11 TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. etwq • 11. an}L.ra• 4'11 IV IIRQi1'4UI1)CIf 1I m%I ronnoh trim(um enOR!Kw1i1' en 1w4m 11 Immi:4.Mk1.1 tlen etr.hl RM w p f,ri wd.l iwwsll..WM.ulae.tte w.alu.l„IhuFl.p..y.rly..;r..it w.•,:M.•rage.urr.Ku:l..+a yr,ylr l.u,:rpd.rerl..r.ni. ml.ly n<.p.luyur l. u.lat Anthony T. Twibo 111, P.E. r.uee dmf..to+yoeuy.rn aom,pcae;.r,ly,.pl gw ,.rirm re:.rare.dlry .rml>S.p:rrlrr.iw.u rlmwwbby.tige..na.r.r, .lrr .y.un+ r 80083 rbid"lam.rl-l..aw.wwwwIrrarw.or1.1.w11off. MRu..awglar 'I MIMAS11InrWl..m ol.I.mrd w.il/1Ballo—q—im. Ibw0p1.11hum, .i"bpwr*LW e.1mv,.wl 4451 St. facie Blvd. wn.l / f.ry1(wingeA *Iw nrgh llnn vll.d 44nihvT!T•. hliim MAq YJ e,wknll!cwlq`.nMryl ll rgdmie.ln.Lbei trFl Fat Pierce, F1 34946 g1J1M 0 l0111d 1nl Tuun-AIAat 1.IeaM Iti li. ierwl.nin d 1Yis /lnwrel, n a1l.a is pdikB/l riAen de nifln n.islia 5m A 14d fetus • A.INry I.Iall p, I.E JULY 17, 2017 1 I\I10%J%.7L_Li VPILLI_ I `7L 1 LJI_ I r11L HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-C WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VAI SUPPORTING TRUSSES DIRECTLY LIND_. DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) n. Pnery•rnun...y,,.r.h•rIID01{itSslsl'fr(Lr,ulryLlirnStrotalgrj(KIeY(•{lrfljytro.:IKMurk. rAhWi—ft,dUtdonmrh,Fn,h+4A' gI',jM Jib U* ?t 1" 2.11 hb!ntkn{hen, ren,a7.n,Ord .rrol.h141A,,I.w arwtulY.rlNrr.dll+,rw ourt.,ip.,yKd.fgs,.;sy,.d.nllGiq,rwm rngr.Irpbs,.nl rgw..gny.aiq t.sr4+q e.,.d.hnflgnN.d. tiG.M1,..,+111J h.srr nva{rs.l.rq,wi.,.,.=,ia, dreNrlm,INS! I u tnrnUwmdmdroan.aean woncNtpErr4Jl hw'.aumNhat, wMdtl.lduihqund{r{ A,e+,NIa77d 411a 0,fms r«Wgeel4mrtp,.uE ndY{Aaflnq,nuf60.1 Anthony T.80083 111, P.C. Y 1." Ingo d lmu m. 11 u.s n, d. r 1i0 d r ptl.N d r+„Imf M r IS" ww m Ise; IC. r 80053 K{Q{HnNrytlld Sri nlct,n:nd{nets p/m.tnllttn,ru,pslaasdOaNprlm,Mupn,Innku,bpmal4n,YG i, dns 44515t. Lune Blvd. gniiuMadyltorl nl q.snc.)hdpin a.hN IY in, hnp lgmn nLliri,+Qga.rn,.I u S{w.ly.,.+NgI.JIa119 cgiim Qm amlm.l.I1H Fort Pierce, R. 34946 G.ad.Y fl t6IL 1 r coon,..,... IuL,u I I—L. In .1 1...Joni.. ti FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772r109-1010 STANDARD GABLE END. DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS V/IOd NAILS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - D' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF IOd NAILS SPACED 6' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. 2) )Od NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NDT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL ATBRACES T1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 17 O.C. 3-8.10 5-6-11 6-&-11 11-1.13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 241,6 3.11-3 5-0-12 8-1-2 2X4 SP #2 17 O.C. 3-10-15 5-6-11 6-6-11 114W4 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6.6.11 10.8-0 2X4 SP #2 24' O.C. 1 3.14 3.11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE ' EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING 2) - 10d NAILS TRUSSES a 24. OZ. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. DETA FEBRUARY 17, 2017 I T WITH 2XIBRACE ONLY IL I STDTL09 "I NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PIJES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS 1 \ FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772.409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - IDd SCAB WITH (3) - IDd NAILS (0131' X 3') NAILS (0131' X 3'). r ATTACH TO VERTICAL WEB WITH LS ) (0 3133X ) NAILSATTACH TO VERTICAL WEB WITH (3) - 10d NAILS ( 0131' X 3') 2X6 STRONGBACK 4' - TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IDd NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - IOd NAILS ( 0.131' X 3) 0' WALL SPLICE) ( BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' OIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - IOd NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A.1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772.409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o J 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c 131 75.9 69.5 60.3 59.0 51.1Z0J N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1.5 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 2x2 SP No. 3 April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 a.r1. hrn r.wMr,mn r', I IXi Itl'S15(Vllll•1441L' Cla} 1 fCWfln I151G+I1aIYj 1tuCa(IWIT Yr. r.h r,* r....r, r,r r.,. r, i,w, rrlr Ar.plll r r ln.. t Irr. 1! lw.r.. irw wrr •w Mrx rr.iu wrr a r l!, d. A.Iwr rm,wrJ.lrwrrrlwrr.rl,ruw,r.e.I.1..wFr.srr,gylr,r..,tr,*rnwr..:y.trr,e.,r.,..ny.ul.nrrrywr,. uwr.'.r.rlr r;, r.mt.m .u...r.rrl,•r•,nr+n aithony T. Tombo ill. D.E. rw.wr rumr., e.wornu.,Aar.wro.wr.ro...you. ,wwrw„ruw..rwwawrm.rRrrtys.u.l orrmr. tr wrtwr.•w.wlruw.ati r.ey w.*nwrrro.s+rrr.yw.w,i c80033 rlV..r,*nrlr.rsr,Il.p,wrr.YprrF.ernr prrtr,wil.r.(srwr.l,lr rrrr 715pwrretnr L[I.r,Arsrlr,...w,,w.wr P11 Mr,rnw.rlbrr Aw,rtr lrnlryrn, Inn M* Eq— r 1- rwc w. 'n 4451 St. Lucie 91W. ee.rr wrrprfrdyr*.. nr,ptlrr, riH,1 fr 4n,rr„l.n10lrOay rr r4wrbunl,rar rl rq.YrA uarr.ad rn rrnrw.w•tlrl. Fort nlercc, FL 349a6 glrilklO}011A Iled Ln,n A.A." 1.LaM ILL.!, lrpdutiu WIkitla.wct,uaIlaa.np1ibR1 w{:4urYe •uen pmiurrhn Ad IrrlImur Aetlu1 I. Iro1N11, P.I. FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 . + DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 1 3346 1 5019 2829 1 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IOd NAILS NEAR SIDE IOd NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WO00. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 0d ril TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-1D-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION Iffellf IS 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 407 SPACED 24, O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES Ir HATCH LEGEND 9'- 4" A.F.F. 181- 9 7/8" A.F.F. 5F-- 3 5/811C -19I - 55/811[ 11011 F q 1v pass IUD. h 6' 6' '_1' 4' 5r- 1' 0" NOTE: Trusses are designed for SHINGC0 Notify truss manufacturer if material is other thart> hm"g"l 1 - 2713 U ., A 247. HIP UNE 96. LLFYUNEl7 ..- NUIC: ALL IKVJJ IV WALL ANUlUK IKUD., IV LEDGER CONNECTIONS BY BUILDER s UNLESS NOTED OTHERWISE) e . NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) - NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO c r -: SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 i : i STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. ° REFER TO THE INDIVIDUAL TRUSS ENGINEERING - X g `: 3 9 DRAWINGS FOR GRAVITY AND UPLIFT LOADS. B : = FOR BRACING d ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD Li =.'eon S.;:j : a ^ REPRESENTS THE LEFT SIDE OF < < ¢ f EACH TRUSS DRAWING 3 V JUS24 OH THD46 JUS26 \J MSH422 G THD26 aK MUS26 O TH0262 OF THD28-2 o z°.sz__ FIB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 20 40 ASCE 7.10 00 u DEAD LOAD 10 10 ISO MPH EXP C 6 t o LIVE LOAD 10• 0 CATEGORY II 00 :2a33g':- m c=i DEAD LOAD 10 5 ENCLOSED + : i -a : ' - b TOTAL LOAD 40 55 FBC-2017 F. DURATION FACTOR L25 LOO TPI. 2014 REV DATE BY REMARKS = 3 c S REVISED STAIR OPENING/CLOSET ABOVE - : ? = ' ` 01 l2/09/201 IT STAIRS - _ _ _ e 02 11/13/2017 JT RELOCATE FLI I AT STAIR OPENING : 03 01/16/2018 IT CODE UPDATE It is understood that above rr 1 = a -e ° E 3 conditions have been reviewed I_I APPROVED 3 are acceptable for the APPROVED AS NOTED = rfabricationatlasses, elevations,pitchos, overhangs, fasaas,ceding REVISE AND REstumnr a elevations/pitches. bearing conditions d all detail REJECTED pertainingtothistrussplacementplan. No back charges unit he accepted = without previous written approval from an A-1 Roof S9 Trusses representative. REVIEWED BY e + PLAN DATE ARCH: -/-/— STRUCT: -/-/— - e C CUSTOMER RYAN HOMES r JOB NAME LARGO,1'8' 6k&GERYi/T OPTION(S) 9'-4-CIC = a SeTJie COMNINTY OT : KENSINGTON RESERVE / LOT 99 - P e r e C BLDG BLDG TYPE I - : C CSa6 JOB a 72961 MASTER WRCLGIB9 DRAWN SCALE DATE 12/09/2016 c - r N7.S A-1 ROOF ft'=_ TRUSSES A FLORIDA CORPORATION : Ph 772-409-10101 Fax 772-409-1015 n r = g __ j' hltpYAY .alrruss cam L- 3 s s B c y ECEIVE •, NOV5 2018 CITY OF SANFORDo BUILDING & FIRE PREVENTIONY ti D- BY• PERMIT APPLICATION Application No: - 3 j4(p i, 11 Documented Construction Value: $ 3&oc) Job Address: "t. C Historic District: Yes N Parcel ID: o Residential Commercial Type of Work: New,.A Addition Alteration Repair Demo Change of Use Move Description of Work: . KI-R t ,) a(n n rvi /\ C'r) r1 i, nr, Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name Q,I-\ - Q Phone: I±Q7 e Q2 D Street: 30'j Resident of property? : ( City, State Zip: N QY1C C 3 Contractor Information Name (t f'V1Q-ir++ L e C '(l ( Q Phone: qLb- C'y/1F rl Street: ,J QC. , VIA, Fax: Lll] I ti 7 - Cl l City, State Zip: - ' 9K-321 _ c / State License No.: `, i i'( i) 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 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 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised: lunc 30, 2015 Permit Application ov 14 10C, TIOTICE: 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 govemmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 Signature of Contractor/Agent Date to1,f fJrt Print Contractor/Agent's Name Sii.9ure of Nota State of Florida Dole RAMELASTERNUS Commission # GG 110622 o' Expi;os August 7, 2021 FOP Fjo_ 6114*j thN edst; No:!. $l'ryICQS Contractor/Agent is z_ Personally Known to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 99 Kensington Reserve Largo LGRSW Builder Name: RYAN HOMES Street: 3834 Crawley Down Loop Permit Office: OCity, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2496.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1194.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 952.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft 6. Conditioned floor area above grade (ft') 2169 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(212.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 164.38 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.678 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features b. Floor over Garage R=11.0 397.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.098 Total Proposed Modified Loads: 64.25 PASSTotalBaselineLoads: 64.21 I hereby certify that the plans and specifications covered by Review of the plans and 4Z$E S ... - this calculation are in complian a Florida E specifications covered by this 0 p Code. calculation indicates compliance with the Florida Energy Code. nr, , .: -:; '•"'' PREPARED BY: Before construction is completed r DATE: 7-26-18 Winn Keomany this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desig d, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/AG NT: ` BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.070 Qn for whole house. 7/26/2018 5:26 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003546 Date 11/07/18 Property Address . . . . . . 3834 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-0990 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . Phone Access Code 1086156 Permit pin number 1086156 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL 1 I PIN` FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003546 Date 11/07/18 Application pin number . . . 375230 Property Address . . . . . . 3834 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-0990 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 291097 Application desc new sfr / nOC ON FILE AND RIS ON FILE Owner Contractor ryan homes RYAN HOMES c/p tracy 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2682.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1086156 Permit pin number 1086156 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 11/06/18 Valuation . . 3869 Expiration Date . . 5/05/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 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, 9-'Ts c 15 lightyears 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, 2 Timothy S ith _ 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FOP,M R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: Address: City: State: Zip:,S C<!ie-r4 % ss n 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. RFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding e selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 151 r X 60 70 Method for calculating gilding volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) ,4 ode 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 party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test:LS%l5 Printed Name of Tester: License/Certification #: % 2 Issuing Authority: RESNET FORM 17 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdliction: Job Inform Builder: Address: City: Duct Leakage Test Results Community: System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 3',o i=0 Qn Total of all Total Conditioned systems Square Footage PASS FAIL Permit #: State: Lot: Zip: OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES [:]NO (a,) rformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Ca/c) or R406-2017 (Energy Calc) or R406-2017 Duct ti htn ss shall be verified b testing in accordance with ANSI/RESNET/ICC380 b either individuals as defined in SectiongYgY 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: 4;z/-16-// Printed Name of Tester: /KIelz 3 to S License/Certification #: RAFi2Issuing Authority: RESNET W z tA Certificate of Achievement THIS ACKNOWLEDGES THAT Kyle Higgins HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # BHEDTG Certification Date: November 11, 2018 Certification Expires: November 11, 2021 2 Tim Smith, RESNET Quality Assurance Designee 15 14ipghtyears RESNET QA Provider # (1998-199)