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3763 Hanworth Lp 18-4373; NEW SFHGf4 OF SANFORD 4, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: LA 5 Documented Construction Value:$ 79d0_354.0-1O Job Address: 3763 Hanworth Loop Historic District: Yes [I No RX Parcel ID: 17-20-31-5VC-0000-0330 Residential R Commercial n Type of Work: New [A AdditionEl Alteration 0 Repair El DemoE] Change of Use 0 MoveEl Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407- 692-9831 Fax: Title: Production Admin Email: trmcdona@nvrinc. com Property Owner Information Name NVR INC. dba Rvan HQn3es 10125/2QIa Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Phone: 407- 692-9831 Resident of property? : 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.: CGC1517157 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, 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'k' Edition (2014) Florida Building Code Revised:.tune 30, 2015 q Pert -nit Application Narn: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z(lw*ng. 10/25/2018 JIC/ 10/25/2018ee._t DateSignatufDateSignatureol`6/0-c W_JLg n Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 10/25/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date o' 7tRYNN7 2 53 &K )N t G6 (,,,325, 1 htl r"OMNOIS , - 1 k{ I , I X Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is _X_ Personally Known to Me or Produced ID 'I'ype of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical Mechanical Plumbing[3 Gasn Roof Construction Type: ... : Occupancy Use: Flood Zone: A—, ACtf Total Sq Ft of Bldg: Z.!S Fs k Min. Occupancy Load: 1-3 # of Stories: I New Construction: Electric - # of Amps Q?ao - Plumbing - # of Fixtures /'? r_1FireSprinklerPermit: YesF_J No I )(I '_ # of Heads APPROVALS: ZONING: 11,,C /C-A___ UTILITIES: C/ ENGINEERING:VZ,3-1 FIRE: COMMENTS: — Ok to construct single family home with setbacks and impervious area shown on plan. .5e47QVe—.61 Fire Alarm Permit: Yes[] No[ WASTE WATER: BUILDING: Revisedi June 30,2015 permit Application 1 1 L CITY O SANFORD BUILDING & FIRE PREVENTION j( PERMIT APPLICATION Application No: LA 25 Documented Construction Value: $ 85,863 Job Address: 3763 Hanworth Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0330 Residential 0 Commercial Type of Work: New R 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 Homu 101251208 Phone: 407-692-9831 Street: 4302 Vinelgnd Rd # 20 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.: CGC1517157 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z . ng. 4k10/25/2018 10/25/2018 Signatulllccnt Date Signature o1&1lta)cqL1Lgen Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MyCOMMISSION # GG 32 06 53EXPIRES: January 17. 2021 Bonded Thru Budget Notary Services Print Contractor/ Agent's Name Z_'"""""",--- 10/ 25/ 2018 Signature of Notary -State of Florida Date ot Ry PUI-Z l MEAGAN LYNNE FOWLER My COMMISSION # GG 063253 EXPIRES January ' 17,2021 N sor r vc,°Kt oaded Thry 15gogat Nouq Satvices 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[] EfectricaIF] Mechanical[] PlurnbingE] Gas[-] RoofF] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: YesEl No,F] # of Heads Fire Alarm Permit: YesEJ No [] APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: JJ6 ro _ WASTEWATER: FIRE: Revised: June 30, 2015 Permit Application 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: trmcdonaC@nvrinc.com Property Address: 3763 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0330 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: 0 New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] 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) 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: F-1 The parcel is in the: EJ floodplain F-1 floodway F-1 A portion of the parcel is in the: 0 floodplain 0 floodway FEW The parcel is not in the: Wfloodplain F-Ifloodway El The structure is in the: Elfloodplain Elfloodway El The structure is not in the: E] floodplain E] 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# 18-43737 Reviewed by: Michael Cash, CFM Date: December 3, 2018 a 1 1, 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 4' e0R 1, 4n%. Landscaping Right -of -Way 1877— www. satifordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kmw wkft below size and location of the existing right-of-way and use shall be provided or application could be delayed. call betwo ya ft 1. Project Location/Address: 3763 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: I — XI Driveway Start Date E] Walkway Completion Date 4. Brief Description of Work: Construction of New Single Family Home Sm F-] Emergency Repairs This application is subinfited by- Ropeiv ONW. Signature: -" V Print Name: Tracy McDonald Address: 4tf 5>16#H-20 Orlando, FL 32811 Phone: ( 407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 10/25/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way, I have Signature: the above statement and by signing this application I agree to its terms. Date: 10/25/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour Inspection. Pre - pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: M Novernt> er 2015 ROW Use Driveway.rxif LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: ____ -Tracy McDonald- an agent of: NVR Inc., dba Ryan Homes name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (clxeck only one option): The specific permit and application for work located at: street Fxpiration Date for This Limited Power of Attorney: 12/31/2019 License 1-folder Name: Scott ,lames Faber State License Number: CGC1517157 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orate The foregoing instrument was acknowledged before me this`day of 20(} 18 _Sc©tt lames Faber __---___._-- who is asby or who has produced _ as identification and who did (did not) take an oath. Notary Seal) tar A F NE P,)'n -ER i3253 Rev. 08.12) Signature Print or type name Notary Public - State of Commission No. --- — My Commission Expires: KSCRIPTION AS FURNISHED: L-ot 33, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 I T-IjOh 92, Public Records of Seminole County, F*Iorido. 111,07' I'MAt FOR / CERTIFUEI) TO: Ryon HomesINVP Inc, LOT 39 LOT 38 S 00019,09" fill 60, 00' 24.80' 24,80' LOT 33 24.80' I 0. 00' 29. 0' I 0. 00' C:' LANAI06 10-00' PROPOSED RESIDENCE Iz, MODEL: , ZSEAGATE- F- LOr 32 (Z) . , I CAR GARAGE RIGHT 16 Ln Q) AC ENTRY 16 6 10. 00' 14. 0' - 21 - . 0 10. 00, WALK 16' DRIVE 26, 20' 25,20, 25,20' 10' U7,11- tskff. 5' CONC, WALK 0313.) S 00019'09" E 60, 00' HANWORM LOOP 50' PRIVATE RIW) 6. 00' 4 1 - - 1 - LOT 37 LOT 34 410SFO INSIFED SPOT GRADE' ELEVATIONS PLOT P1-4N ONLY NOT A SURVEY FRONT M 215- PLANS PLOT PLAN AREA CALCULATIONS REAR 20' LINOPOSED DRAINAGE FLOW tmpuwtouS-CNERAGE = 3,0261 SQUARE FEET OR 43.97 SIDE 5' FOR 40' LOTS AI-, 1(NG LOT CONTAINS 6,900± SQUARE FEFT SIDE 7.5' FOR 60' LOTS 4?T YI1[--- A :(FIN15H FLOOR PER PLANS 290 LIVING AREA CONTAINS 2,0,311 SQUARE, FEET SIDE 10' FOR 75' LOTS VO' A' CONCILANA11PORCH CONTAINS 564± SQUARE FEET SIDE STREET = 25' SVOTT & - 4,SWOC, INC-7, JAND SUR L 5400 1-, COLONIAL OR. OFLANDO, FL, 52807 (jQ7)--277---3232 FAX (407)-,6!'58--14-56 I', _ A; P LLL POINT a. LINE NOTES: uj""Typ' TYPICAL U" 101?10A GUARD (If P,C' PUNT Or REVERSE CURVATURE P' C' ' CITHPOUND CURVATURE 1, THE ENDERS(CNED DOES FIFREW CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By OIL f R) R Rut, C POINT OF PROFESSIONAL SURVE)ORS AND MAPPERS IN CHAPTER 5,1-17 FLORIDA ADMINISTRAT(W CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES CGNCRFTF M(NORENI RAP.RADW RAISED SEAT.. THIS SURVEY MAP OR COPIES ARE NOT VALID, I, UNLESS EMBOSSED Wrrtf SURVEYOR'S StGNATLITTE AND ORIGINAL RAISED 1/- IR, 4516 N.R.NA, N ON -RADIAL dfCt3 L to WP, s w(I'MCSS POINT J, THIS SUMEY WAS PREPARED FROM ITTLE INFORAFATION, FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RC15TRICMNS Ea} iNNING CALE, CAL,CV-ATED OR EASEMENTS THAT AFFECT THIS PROPERTY, P. R.M.PERMANENT REFERENCE MONUMENT 4, No LNMRCROUNO IMPROVEMENTS lKV'f BEEN LOCATED ONLES F' FINISHED FLOOR ELEVATION CF -R f"Gry OTHERWISE SHOWN watt. a DISK 5, THIS SURVEY IS PREPARED FOR THE SOLE SEW07T OF THOSE RITFIEO TO AND SHOULD NOT DE RELIED UPON By ANY 071(f DS BUILDING 4f. TDACK LINE 6, OIMCNSIONS SHOWN FOR ')IE LOCATION OF IMPROVEMENTS tfERFON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, B.M.BCNCNKARK B. B. BASE BEARING 7, OrARINGS. ARE BASED ASSUMED DAMN AND ON THE LINE SHOWN AS BASE BEARING (0,6.) FL EL EVAVONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTNERWISE NOTED UH[ Ai 1 9, CERIIO_.ATE OF AtOTIORLZATION hlu, 4596 cPYK frNCL I * - Of CURVATURE 20— RAVV N Y: SCALEN , POINTOf TANGENCY CERTIFIED BY, PLOT PLAN 09-12-2018 ARC - E'61H I) C„ TA NORTH CGS VOILDINCIPPOPERTY DOES NOT LIE WITHIN J 4714 100 YEAR FLOOD PLANE AS PER 'FIRM GREASE 1A451 1. R.L.S j 480f 07) MAP11, 1 17CO09OF (09-28-7 10/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-0330 Parcel Information Rropqrty_Recorcl Card Parcel: 17-20-31-5VC-0000-0330 Property Address: 3763 HANWORTH LOOP SANFORD, FL 32773 Value Summary Parcel 17-20-31-5VC-0000-0330 2019 Working 2018 Certified Values Values Owner(s) BRISSON WEST PROJECT I LLC Valuation Method Cost/Market Cost/Market Property Address 3763 HANWORTH LOOP SANFORD, FL 32773 Number of Buildings 0 0 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name KENSINGT N RESFRI/F Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) $67,000 67,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Lust/ Ma rket,/alg EL— $67,000 67,000 Portability Adj Save Our Homes Adj $0 0 Amendment I Adj $0 0 P&G Adj $0 0 Assessed Value $67,000 67,000 3 5 0 Tax Amount without SOH: 1,257.55 20L T,x_pj I I Amount 1,257.55 110 —Estimator 115 Save Our Homes Savings: 0,00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 33 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,000 0 67,000 Schools 67,000 0 67,000 City Sanford 67,000 0 67,000 SJWM(Saint Johns Water Management) 67,000 0 67,000 County Bonds 67,000 0 67,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales 10/25/2018 W N SCPA Parcel View: 17-20-31-5VC-0000-0330 No Permits http://parceidetail.scpafl.org/Parce[Detaillnfo.aspx?PID=1720315VC00000330 2/2 SQ.FT. CALC.'S LIVIWI 2034 SQ, FT. GAR46E 423 50, FT. ENTRY 30 a. FT. LANAI 88 5Q. FT. TaTAL z5ai SGt. FT. CON:pONEpNT AND CLADDING WN7 LOADS SA IC WN) EXPOSthiE FOR 8 SECOND GUSTS cu.L r of 1qH wm SO nN wro 1 kt2 4. 5 249/ -30.15 2 22 3068 DR 4 21.92/ -30.41 4m'x m 2A 5 ARCt-fTOP 4 28.4t! -304 3 11 25_$4 4 28.4V -30.9EGRE55/1EM1' 3A iT 25-6'4 4 28.41/ -304EGFbF'r?2MP £E 4 4T 25 5r4 EGR.ES5 4 2B.4V -30.9 5 1 i 25-544 5 28.4V -3131 6 11 25-544 4 2B411 -30.9 1 41 6068-5GD, 5 2613( -34D 8 11 25-514 4 2B.41/ -30.9 9 i1 25-544 4 26,41/ -30.5 10 11 F-CIRE 4 26.4E/ R 11 E225-6H 5 28.41/ -3131 12 4 4013 4 29d3/ -3i.ffiR4 25.4V -30.9i3 iG4WIND DESIGN CRITERIA A, BASIC UND SPEED MPF7 (3 SECOND 6415T) T. BO ! YASD=ki6 MPH B. INTERNAL PRE55iAZE COEFFICAd7:. ,t8 C. W9K CATEGORT"•TTPS I1 D. EXPOSURE CATEGORY C hK TE YALLES FOR COMPON!ar5 4 CLADDING FRE55URE ARE BASED ON THE Vuii DESIGN UND SPEED, FBCR, 6TH ED. (201") ALLOW* T41ESE PRE6S1RE5 TO BE NiLTEPL'ED BY 06 TO MEET T14E ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRCDf. CT MASLr-ACTURERS. NOTE: PRIOR TO DRYWALL INSTALLATfON ON ALL FRA +ING MEMBERS 2'-C' FROM THE FINISI-4 FLOOR WILL BE 5-RAYED AND TREATED W/ 'SORATE' A TEFI*t TE TREATMENT SPRAY EXTERIOR MASONRY WALL BR —., 4-EIGI4T5 i RG3 LOAD BRG, WALL D8L TOP PLATE2x6 . a; FRAMED Y6' O.G. CABINET SECTION m * 4 6 0 0 ARCH DETAIL ARCH DETAIL 0 ARCH DETAIL ARCH DETAIL 0. lR A LANAI 1 25- 5#-i 25-5 4 25-Si-4 26-51-= 1- i EGRESS EGRE5,5 ; I ' VOL. CLG, jl I I• - - - - - - I ua. 25-sH 25 5 - vj mgftm' OWNER'S SUITE j • i VOL. CLG. i VOL. C G.. DINETTE 1 vof CLG. \ j m CR' 74LN i MCt'- Ox3'-4' K(lVOL.CLG. I CLG i o III Y qli A F -- - I i (' 3 <` Lli p III VOL,DINING Q\ J 18VIOL ar. 41 R/ T i iT I C. cD PAN. r 44' HICsr4 WALL GLG. OPT. CASINET CRO, tN / ju MOULDr1G 1 j_LAV 2 FR-i5- 4 u- 10, b' 41 BDT 4 e a w m i i f;Il RM.fd-' 8 -V CLG 4 8' 0' CLGME 5- 0 tu x G D. W C;attc Lie_ T ... A 1si o- mxe-r II r': tcoND. fnl .ACCESS,; rR-15 -- ne FOYBR o 2-CAR GARAGE tr-4' CLG, CLG. V a" ( T LEI ,-- V j -'. 6' 4 -'' _ _;; ...i3 s` _ 5 8 I `• 2 , 2A I ` 6& 12_-' GFL- Fii VY' Tsaia"$, 25- SH 25-Si4 3A EG4' v 55 `cGRE55 v n, s 4. n 161-010'- 0' O.H. i FLOOR PLAN - ELEV. E" (ELE ) a A R C H I T E C T S Design Grou 1.. 1441 N. 90N LD FEA:,lN 81Y3. LGP.4 7t). Fi.32. RFa40T.TT4 78 ax aar-rraaors w btlaas% X G.wm w hAR: 0003323 lIIIIIR r 9TJHDIV. & LOT: KENSINGTON RESERVE IDT 33) MODELc SEAGATE VERSION## 04) PROJECT#: R2065. 033/ 00001 PAGE: FLOOR PLAN DATE: 8/ 31/18 scAi.m 1/4"=1'-0" SHEET 2 or 6 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot33KensingtonReserveSeagateEGRE Builder Name: RYAN HOMES Street: 3763 HANWORTH LOOP Permit Office: SANFORD Af t City, State, Zip: SANFORD, FL, 32773 Permit Number: 4 3 7 3 1 Owner: it Jurisdiction: 6 500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )k' 1. New construction or existing New (From Plans) 9. Wall Types (1660.0 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - int Insul, Exterior R=4.1 1384.00 ft2 b, Frame - Wood, Adjacent R=1 3.0 276.00 ft2 3. Number of units, if multiple family 1 c, N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2048.0 sqft,) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=38.0 2048,00 ft' 6. Conditioned floor area above grade (ft2) 2034 b, N/A R= ft, Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(206.9 sqft,) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 406.8 a, U-Factor: Dbl, U=0.35 161.88 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a, Central Unit 34.8 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.379 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a, Electric Cap: 50 gallons 8, Floor Types (2034.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0,0 2034.00 ft2 b. Conservation features b. N/A R= ftz None c, N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.102 Total Proposed Modified Loads: 53.65 Total Baseline Loads: 56.14 PASS I hereby certify that the plans and specifications covered by Review of the plans and 151 ,TIRE S7, this calculation are in compliance M h Florida Energy Code. specifications covered by this calculation indicates compliance the Florida Energy Code, 5 o lk PREPARED BY: with Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Co OWNER/ AGENT:. --- ------- . ... ..... BUILDING OFFICIAL: __ ______.: A _-_--_,_ .- _._. DATE: ___ 916/2 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 9/ 5/2018 4:54 PM EnergyGaugeO USA - FIaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot33Ke ns ing ton Res erveSea Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2034 Lot # 33 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON of Units, 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3763 HANWORTH LO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97,5% 2,5% Winter Summer Degree Days Moisture Range FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2034 16272 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2034 16272 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 173.5 ft 0 2034 ft2 0.34 0 0.66 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2275 ft' 510 ft, Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2034 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 2048 ft2 0.11 Wood 9/5/2018 4:54 PM EnergyGauge@ USA - FlaRes2017 Section R405A.1 Compliant Software Page 2 of 5 X4121I :ZI/ 1 / WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt--_T.o Walt_Type space R-Value Ft--- In __ Ft-_---.ln_._ Area------R-Value-- Fraction___ Absor.___Grade°(a_-. 1 E Exterior Concrete Block - Int Insul Main 4,1 4 7 8 0 36.7 ft2 0 0 0,6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 14 5 8 0 115.3 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 28 2 8 0 225,3 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 15 4 8 0 122,7 ft2 0 0 0,6 0 5 N Exterior Concrete Block - Int Insul Main 41 6 10 8 0 54.7 ft2 0 0 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 14 11 8 0 119,3 ft2 0 0 0,6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 10 11 8 0 87.3 ft2 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 13 11 8 0 111.3 ft2 0 0 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 20 3 8 0 162.0 ft2 0 0 0.6 0 10 S Exterior Concrete Block - Int Insul Main 4.1 9 3 8 0 74,0 ft2 0 0 0.6 0 11 S Exterior Concrete Block - Int Insul Main 4.1 17 3 8 0 138.0 ft2 0 0 0.6 0 12 S Exterior Concrete Block - Int Insul Main 4.1 17 2 8 0 137.3 ft2 0 0 0.6 0 13 Garage Frame - Wood Main 13 34 6 8 0 276.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 16 ft2 WINDOWS Orientation shown is the entered, Proused orientation, Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening w 1 E 2 Vinyl Law-E Double Yes 0.35 0.29 N 32A ft2 1 If 0 in 1 ft 6 in None Exterior 5 2 N 3 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 3 W 6 Vinyl Low-E Double Yes 0.35 0.29 N 32A ft2 1 If 0 in 1 ft 4 in None Exterior 5 4 W 7 Vinyl Law-E Double Yes 0.35 0.29 N 32.4 ft2 9 ft 0 in 0 ft 2 in None Exterior 5 5 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 6 S 9 Vinyl Low-E Double Yes 0.35 0,29 N 162 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 7 S 10 Metal Low-E Double Yes 0.62 0,29 N 40.0 ft2 12 ft 0 in 0 ft 2 in None Exterior 5 8 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 429 ft2 429 ft2 78 ft 9.3 ft 1 9/ 5/2018 4:54 PM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000356 1898.4 104,22 196 .2598 7 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 DcDucts 1 Central Unit/ Split SEER: 15 34.8 kBtU/hr cfrn 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.95 50 gal 62.3 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 # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 406,8 ft Main 101,7 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar prApr may JunJul Aug SeOctNov Dec Hea Jan Febeb M, jr i X i may Jun Jul Aug Sepri Oct Nov DecXjVenJanFebXMarXjAprMayJulXJuniIAugSep x ct Nov Dec 9/5/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) PM 66 66 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 78 78 78 78 78 78 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 iv, 80 78 78 78 68 66 9/5(2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R4O5-2O17 o`u N N 8 U N U U 8 0 U' (EPL) N N DISPLAY 0~0 ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyperfonnmnoeIndex, the more efficient the home. 3783HANVVORTHLOOP, 8ANFORO.FL, 32773 New construction mexisting u. Single family mmultiple family o. Number cxunits, nmultiple family Number mBedrooms o mthis mworst case? s. Conditioned floor area W) 7. vm000wo^^ Description a, u-pnomc om.u~o, zo snno: Snsc~o.zo u. u- Factor: nm.u~n. o2 s*aC: anso=o.up c. u'paomc om.u~o34 anoo snoc=0a1 u. u'ppunr wm anso: Area Weighted Average Overhang Depth: Area Weighted Average onoc: e, Floor Types n S|au' on'8rau*Edge Insulation u.wm v, m/^ New (From Plans) o. Wall Types Single-family-family a cvn moemo | mmau|.Exterior b, pmmo Wood, Adjacent uwm uwm m i|mV Types No u. Under Attic (Venteu 2034 wm cwm Area A 1Ductsao u/ x` aSup: Attic, nnt: Main, an: Main 40« ft' 1u.Cooling systems 5.00 112 a. Central Unit ft2 4. 379c 0,290 ms"|oovn Area n= 0o 2034. 00f12 n= f12 n= ft2 m,Heating systems a. Electric Heat Pump 14. Hot water systems a. Emrmr Conservation features wunr 15. Credits oertify 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, Dthonwiae, a new EPLDisplay Card will be completed based oninstalled Code 7|i tunes. Builder Signature: Date: 9/6/2018 Address of New Home: 3MITM—Worth Loop City/FL Zip: 32773 Insulation Area 1 mw.onnp R=oo zm.uox` R= ft 2 ft2 ovumnun Area n=38V 2048 00 ft' n= ft2 n= ft2 n ft2 a ^nmo kBtu/hr Efficiency kBtmm Efficiency oza nappo.nu Cap: nngallons epu95 Note: This innot aBuilding Energy Rating. |fyour Index iobelow 7U. your home may qualify for energy efficient mortgage (EEN1)incentives ifyou obtain aFlorida EnergyGaugeRating. Email EnergyGaugatech 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. Labe|required bySection R3O3,13ofthe Florida Building Code, Energy Conservation, ifnot DEFAULT, emo018*: 55pw snwrgyonuov@uSA nvne*unn Section n«no*./Compliant Software Page 1ov1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 3763 HANWORTH LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402,5, R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1 .2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 I nstallation.The components of the building thermal envelope as listed in Table R402.4.1,1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4, 1, 1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance, R402.4.1.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSIIRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g, (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402,4.3 Fenestration air leakagEVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn per square foot (1.5 Us/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/ WDIVIA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 9/5/2018 4:55 PM EnergyGaUgOO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R 1006 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 L/s) 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 handier. 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 handier 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 handier 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. R403A Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 3'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. R4015.1 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 systerns 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. 9/5/2018 4:55 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % 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 R403,61, 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-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 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 aAIRFLOW CFMIWATT) RATE MAXIMUN CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfin/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 L/min, a. When tested in accordance with HVI Standard 916 9/5/2018 4:55 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. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/5/2018 4:55 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 frorn an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 9/5/2018 4:55 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 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, e-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). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 9/5/2018 4:54:12 PM EnergyGaugo ON - USRCSB v6.0 Page 1 of 1 ft, Manual S Compepor lianceReJob: LoMKensingtonResery wrightscl. Date: 09-12-11 Entire House By: VMT DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORO, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DFL-AIR.COM For: RYAN HOMES 3763 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Outdoor design DB: 92.50F Sensible gain: 25179 Btuh Entering coil DB: 77, 1 OF Outdoor design WB: 76.2°F Latent gain: 5368 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 30547 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: 27289 Btuh 108% of load Latent capacity: 5515 Btuh 103% of load Total capacity: 32805 Btuh 107% of load SHR: 83% Design Conditions Outdoor design DB: 42.30F Heat loss: 22382 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.00F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg, Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32094 Btuh 143% 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: 7,9 kW 120% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft, 2.018-Sep-05 16:47:38 Right- SuiteQP Universal 2018 18.0.27 RSU23828 Page 1 19ateEGRE\ I-ot33KetiqingtotilleserveSeagateEGi Fz,rul) Calc © MJ8 Front Door faces: E Component Constructions Job: Lot33KensingtonResery wrightsoft- Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIP.COM For: RYAN HOMES 3763 HANWORTH LOOP, SAN FORD, FL 32773 Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD ('F) 28 18 Latitude: 28'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45,8 Dry bulb ('F) 42 93 Infiltration: Daily range ('F) - 16 ( M Method Simplified Wet bulb ('F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or 1 11 1 111 1 Area U-value Insul R 11 1 Htg HTM 111 IN fill 111 11111111 Loss Cig HTM Gain ft, Btu h1111-'F W-IF/rtuh Btuh/W Btu h Rtuh/111 aft, It Walls 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 383 0.201 4.1 5.57 2131 4,37 1674 int fnsh 0 100 0,201 4.1 5.57 554 4.37 435 s 456 0.201 4.1 5.57 2538 4.37 1993 w 223 0.201 4.1 5.57 1241 4.37 974 all 1161 0.201 4.1 5.57 6464 4.37 5076 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 s ft overhang (5,25 ft window ht, 1.33 It sep); 6.67 ft head ht w all 2B-2fm: 2 glazing, cir low-o outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 It window ht, 1.33 ft sep); 6.67 ft head ht 2A-2om: 2 glazing, clr low-o outr, air gas, mtl no brk frm mat, cir innr, 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5,25 ft window ht, 1,5 ft sep.); 6,67 It head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 12 ft overhang (6.67 It window ht, 0,17 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 9 it overhang (5.25 It window ht, 017 ft sep.); 6.67 It head ht 258 0.091 13.0 2.52 651 1.45 375 16 0.350 0 9.69 157 10.5 169 16 0.350 0 9.69 157 10,8 175 65 0,350 0 9.69 628 29.0 1875 97 0.350 0 9.69 942 22.8 2219 5 0.340 0 9.42 47 12.4 62 32 0.350 0 9.69 314 29,0 938 40 0.620 0 17.2 687 16.9 677 32 0,350 0 9.69 314 12.2 395 Doors 11 DO: Door, wd so type e 20 0.390 0 10.8 217 12.0 242 n 18 0.390 0 10.8 193 12,0 215 all 38 0.390 0 10,8 410 12.0 457 rk wrilghl:soft- 2018-Sep-05 16:47:38 Right -Suite@) Universal 2018 18.0.27 RSU'23828 Pago, 1 gateEGRE-d-ot33KefisingtonReserveSeag,,iteFGRE,ri,;;) Calc MJB Front Door faces: E Ceilings 16B-38ad:Attic coiling, asphalt shingles roof mat, r-38 cei I ins, 1/2" 2048 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 174 0.989 wrightsoft- Right-SuiteO Universal 2018 18.0.27 RSU23828 I gat oEGIIE\I-ot331<ensitigtotiReserveSeagateFGIiE.rup Calc = MJ8 Front Door fares 38.0 0.72 1475 1.41 2893 27.4 4753 2018-Sep-05 16:47:38 Page 2 un x unymn*m Project Summary '-- oo 2 1 ' U- =°"g^ts~-~~ Entire House By: vmT DEL -AIR HEATING & AIR CONDITIONING so/000/ouoWAY, axwp000.FL, u27r`Phone: ^m-3o3-u66o m=^07-3a3-x853 w°uwwwoeL-AIn.Cow For: RYAN HOMES 3763 HANVVORTH LOOP, SANFORD, FL32773 Notes: L.S. 09-05-18 SRP Weather: Orlando/Jetport, FL US Winter Design Conditions Summer Design Conditions 42 IF 03 IF Outside7O OF |nsidodb 75 IF ma/ onqu DeeignTD 28 OF Design TD 18 ,F Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 18708 Btuh Ducts 1964 Btuh Central 6cfm) 1710 Btuh Outside air Humidification O Btuh Pipigg O Btuh Equipment load 22382 Btuh Infiltration Method Construction quality Fireplaces ft Air Changes/hour Simplified Average 18380 16380 0. 32 0.16 87 44 Heating Equipment Summary Make Goodman Mfg, Trade 80ODMAN;3AN|TROL;AMANAO|ST| Model GSZ140361K AHR| ray 8242629 Efficiency Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point =.3J°F 8. 5HSPF 32600 Btuh 9 470F 26 F 1160 ofm 0. 056 uh 0. 30 inH20 Sensible Cooling Equipment Load Sizing Structure 18901 Btuh Ducts 5198 Btuh Central ufm) 1080 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiier 1.00 Equipment eenuiNoload 25178 Btuh Latent Cooling Equipment Load Sizing Structure 2855 Btuh Ducts 1267 Btuh Central cfm) 1746 Btuh Outside air Equipment latent load 5868 Btuh Equipment Total Load(Sem+LaV 30547 Btuh Req. total capacity ed0.75SHH 2.8 tun Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JAN|TROL;AK8ANA0STi... Oond GS Coil ASPT47D14A AHR| ref 8242529 Efficiency 12.5EER.15SEER SensibleooUng 26100 Btuh Latent cooling 8708 Btuh Total cooling 34000 Btuh Actual air flow 1188 o/m Air flow factor 0.048 Static pressure 0.30 in M20 Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J0hEd. o` ow` n x"o"*emu 2018 m.o crnsme c `Page , Jt- IF wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DF[--AIR,COM Job: Lot33Ken sington ReserveSe... Date: 09-12-11 By: VIVIT 1 Room name Entire House Bcfrrn 3 2 Exposed wall 173.5 It 13.5 It 3 Room height 8.0 it 8.0 It heat/cool 4 Room dimensions 13.5 x 13.5 It 5 Room area 2047.5 ft' 182.3 ft2 Ty Construction U-Value Or HTIVI Area (ft') Load Area (W) Load number 13tutiffV-1F) BtulVft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat cool Gross I N/P/S Heat cool 6 13A-2ocs Blk wall, s 0M1 n 5.57 4.37 404 383 2131 1674 108 92 511 401 2A-2onn 0,350 n 9.69 10,46 16 0 157 169 16 0 157 169 213-2fm 0,340 n 9.42 12.44 5 0 47 62 0 0 0 0 Vr 13A 2ocs Blk wall, s 0.201 e 5.57 4.37 152 100 554 435 0 0 0 0 1 Cj 2A-2om 0.350 e 9.69 28,96 32 0 314 938 0 0 0 0 11D0 0390 e 10.80 12.03 20 20 217 242 0 0 0 0 13A-2ocs Blk wall, s 0,201 s 5.57 437 512 456 2538 1993 0 0 0 0 2A-2orn 0.350 s 9.69 10.79 16 13 157 175 0 0 0 0 2A -2omd 0.620 s 17.17 16.92 40 40 687 677 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5,57 4,37 320 223 1241 974 0 0 0 0 2A-2orn O,350 w 9.69 12.19 32 32 314 395 0 0 0 0 2A-2orn 0,350 w 9.69 28.96 65 0 628 1875 0 0 0 0 P. 12C-Osw 0.091 2.52 1.45 276 258 651 375 108 108 272 157 L--D 1100 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 G 1613-38ad 0.026 0.72 1.41 2048 2048 1475 2893 182 182 131 258 F 22A-tp! 0.989 27.40 0.00 2048 174 4753 0 182 14 370 0 6 c) AED excursion 823 591 - Envelope lossigain 16056 13914 1441 926 12 a) Infiltration 2652 838 206 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 3000 1 0 Subtotal (lines 6 to 13) 18708 18901 16481 991 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18708 18901 1648 991 15 Duct loads 10% 28% 1964 5198 10%1 28% 173 273 Total room load 20672 24099 1 1821 1264 Air required (cfm) 11601 1160, 102 61 Calculations aUUroved by ACCA to meet all reouirements of Manual J 8th Ed. 2018-Sep-05 16:47:38 Rtght-SuiteO Universal 2018 18.0.27 RSU23828 page 1 elgateEGRE\Lot33KensingtonReseivc)Seag,,iteEGRE,rup Galc = MJ8 Front Door faces: E d_L_ FF wrightsoft' Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING -AIR COM531GODISGOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407 333-3M3 Web: WWW.DEL Job: Lot 33Ken sing ton ReserveSe Date: 09-12-11 By: VMT 1 Room name Mstr WIC Mstr WC 2 Fxposed wall 5.5 It 8,0 It heat/cool 0 it 8.0 It heat/cool 3 Room height 14,0 x 5.5 It 7.0 x 3.5 If 4 Room dimensions 71.0 IP 24,5 W 5 Boom area Ty Construction number U-value Btutvft-°F) Or FFFM Btu Vft2) Area (ft2) or perimeter (ft) Load Btuh) Area (tta) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Fleat Cool 6 V 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 44 44 245 192 0 0 0 0 0 0 2A-2om 0.350 n 9,69 10.46 0n 0 0 0 0 0 0 0 0 0 0 2B-2fm M40 n 9,42 12,44 0 0 0 13A-2ws Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 0 I'l 3T:f,D 2A-2om 0.350 e M9 28.96 0 0 0 0 0 0 a 11DO 0.390 e 10.80 12M 0 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 4,37 0 0 0 0 0 0 0 0 0 2A-2orn O.350 s 9.69 10.79 0 0 0 0 0 0 2A-2omd 0.620 s 1717 16,92 0 0 0 0 0 0 0 0 13A-2ocs Blk wait, s O. 201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 12,19 0 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 0 0 0 0 P. 12G-Osw 0,091 2.52 1.45 0 0 0 L---D 11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 G 16B -38ad 0.026 0.72 1.41 77 77 55 1019 25 25 18 35 F 22A-tpi 0.989 27.40 0.00 77 6 151 0 25 0 0 0 6 c) A I- D excursion 18 2 F_nvelopo loss/gain 451 2831 18 33 12 a) Infiltration 84 271 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 535 309 18 33 Less external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 535 309 18 33 15 Duct leads 10% 28% 561 85 10%1 28% 2 9 2TatalroomToad5911394111914Airrequiredcfm) J_ 1 331 19 1 22 Calculations agEroved by ACCA to meet all requirements of Manual J 8th Ed. Righl-SuiteO Universal 2 18 16,0,27 RSU23828 2018-Sep-05 16:47:38 Q Page 2 IgateEGRF-\I-ot33KensingtonReserveSe,,igateEGRE,nip Calc = MJ8 Front Door faces: E dl. wrightsoft' Right -JCS Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 one: 407-333-2665 Fax: 407-333-3853 Web: WWW.DF.[--AIR.GOM Job: Lot33Ken singto n ReserveSe Date: 09-12-11 By: VIVIT I Room name Mstr 13thmn Mstr l3drm 2 Exposed wall 9.5 ft 31.0 ft 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 87,5 If 1.0 x 259.0 It 5 Room area 87.5 ft2 259.0 ft2 Ty Construction number U-value Btuh/ft'F) Or I ITIVI BtuNft2) Area (ftp) or perimeter (it) Load Birth) Area (ftp) or perimeter (ft) Load BtL h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 76 71 395 310 136 136 757 595 G 2A-2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2B-2fm 0.340 n 9.42 12.44 5 0 47 62 0 0 0 0 13A-2ocs Blk wall, s 0.201 o 5.57 4.37 0 0 0 0 0 0 0 0 11 2A-tom 0,350 o 9.69 28,96 0 0 0 0 0 0 0 0 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 13A-2ocs 131k wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.79 0 0 0 0 0 0 0 D 2A-2omd 0.620 s 17.17 16,92 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 112 so 443 348 2A-2om 0.350 W 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 32 0 314 938 P. 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11DO O.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0M6 0.72 1.41 88 88 63 124 259 259 187 366 F 22A-tpI 0M9 27.40 0.00 88 10 260 0 259 31 849 0 6 c) AED excursion 30 328 Envelope loss/gain 766 466 2550 2575 12 a) Infiltration 145 46 474 150 b) Roan ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1 0 600 Subtotal (lines 6 to 13) 911 512 30241 3554 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution D 0 0 0 14 Subtotal 9111 512 3024 3554 15 1 Duct loads 10% 28% 96 1411 10% 281% 318 977 Total room load 1007 653 3342 4532t2'131882Airrequired (cfm) 1 56 31 1881 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Sep-05 16:47:38 Right -Suit oO Universal 2018 18.0.27 RSU 23828 Page 3 gate EG R E\Lot33 Kens i ngton Res orveSoagateEG R C. rup Calc - MJ8 Front Door faces: E IF wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 53GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DE[--AIR.COM Job: Lot 33 Ken sing ton ResetveSe Date: 09-12-11 By: VIVIT I Room name GREAT RM KitchervNook 2 Exposed wall 29.0 it 34.0 it 3 Room height 8.0 it heat/cool 8,0 it heat/cool 4 Room dimensions LD x 698.6 it 1.0 x 277,4 it 5 Room area 698.6 W 277,4 112 Ty Construction number U- Value Btuh/ ff2-F) Or HTM Btu tt') Area ( tv) or perimeter (ft) Load Btuh) Area ( ttp) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 T 13A- loos Blk wall, s 2A- 2om 213- 2fm 0. 201 0. 350 0340 n n n 5. 57 9. 69 9. 42 4. 37 10. 46 12, 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T JD 1113A- 2ocs Blk wall, s 2A- 2orn 0. 201 0. 350 e e 5, 57 9. 69 4, 37 28. 96 40 0 20 0 111 0 87 0 0 a 0 0 0 0 0 11DO Blk wall, s 2A- 2orn 0. 390 0, 201 0. 350 e s s 10. 80 5. 57 9. 69 12. 03 4. 37 10. 79 20 72 0 20 32 0 217 178 0 242 140 0 0 184 0 0 184 0 0 1024 0 0 804 0 VL13A- 2ocs 2A- 2omd 13A- 2oGs Blk wall, s 0. 620 0201 s w 17. 17 5. 57 16. 92 4. 37 40 120 40 88 687 488 677 383 0 88 0 56 0 310 0 243 P. 2A- 2orn 2A- 2om 12C- Osw 0, 350 0. 350 0. 091 w w 9. 69 9. 69 2. 52 12. 19 28. 96 L45 0 32 168 0 0 150 0 314 378 0 938 218 32 0 0 32 0 0 314 0 0 395 0 0 L--- D 11DO 16B - 38ad 0. 390 0. 026 n 10.80 O72 12.03 1.41 18 699 18 699 193 503 215 987 0 277 0 277 0 200 0 392 G F22A- tpI 1 0, 989 2T40 Mo 699 29 794 0 277 34 931 0 1 6 c) AED excursion 96 423 Envelope lossigain 3864 3982 2779 2257 12 a) Infiltration 443 140 520 164 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1 0 1200 Subtotal (lines 6 to 13) 4307 5042 3299 3621 Less external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4307 10421 3299 3611 15 Duct loads 10% 28% 4521 1387 10% 2 8% 346 1 9961 Total room load 4759 1 6429Air required ( cfm) 2671 3091 Calculations approved by ACCA to meet all requiremonts of Manual J 8th Ed. 2018-Sep- 05 16:47:38 Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 4 gateEGRE\Lot33KensingtonReset' ve9eagateE(3RE.rup Calc 4 MJ8 Front Door faces: E 9w, wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DFI,-AIR.COM Job: LoMlKensingtonReserveSe Date: 09-12-11 By: VIVIT I Room name Bdrm 4 Bdrin 2 2 Exposed wall 10.5 It 32.5 It 3 Room height M ft heat/cool 8.0 it heat/cool 4 Room dimensions 13.5 x 10.5 ft 14.0 x 13.5 ft 5 Room area 141,8 W 189,0 ft2 Ty Construction U-Value Or HTM Area (w) Load Area (ft2) Load number 13tUh/ftzIF) Bt it?) or perimeter (ft) Bt h) or perimeter (ft) MU11) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 40 40 223 175 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2B -2frn 0,340 n 9,42 12.44 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 o 5,57 4,37 0 0 0 0 112 80 443 348 G A-2om 0.350 e 9.69 28.96 0 0 0 0 32 0 314 938 11DO 0,390 e 10.80 12.03 0 0 0 0 0 0 0 0 VL 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 84 68 378 296 108 108 601 472 2A-2om 0.350 s 9.69 10.79 16 13 157 175 0 0 0 0 2A-2omd 0.620 s 17.17 16,92 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 t:2 2A-tam 0.350 w 9,69 12.19 0 0 0 0 0 0 0 0 2A-2orn 0,350 w 9.69 28,96 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L---D 1100 0.390 n 10.80 12M 0 0 0 0 0 0 0 0 c 1613-38ad 0,026 0.72 1.41 142 142 102 200 189 189 136 267 F 22A-tpl 0.089 27.40 0S)0 142 11 288 0 189 33 890 0 6 c) AED excursion 52 197 Fnvelope loss/gain 924 620 2608 2397 12 a) Infiltration 160 51 497 157 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 of Subtotal (lines 6 to 13) 1085 1271 3104 2554 Loss external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1085 1271 3104 2554 15 Duct loads 1 10% 28% 1141 3491 10%1 28% 326 702 Total room load 1199 1620 3430 3256 Air required (cfm) 67 78 192 157 Calculations aEproved by ACCA to meet all reQuirements of Manual J 8th Ed. 4e ' "tK Bight-Suite0f Universal 2018 18.0,27 RSU23828 Page 5 agateEGRE\Lot33KensingtonfloserveSeaga!eEGRE.rtip Calc = MJ8 Front Door faces: E 9- wrightsoft° Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407.333-2665 Fax:407-333-3853 Web: WWW.DEL:AIR.COM Job: Lot331(ensingtonReserveSe... Date: 09-12-11 By: VMT 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 1 8.0 It 8.0 It heat/cool 9.0 x 8.0 It 72.0 ft2 Bth 2 0 It 8.0 If heat/cool 7.0 x 5.5 It 38.5 ft2 Ty Construction number U-value Btuh/ftz'F) Or HTM Btu ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VLj13A-2ocs Blk wall, s 2A-2om 2B-2fm 13A-2ocs Blk wail, s 2A-2om 11 DO 13A-2ocs Blk wall, s 2A-2om PA-2omd 13A-2ocs Blk wall, s 2A-2om 2A-2om 12C-Osw 11 DO 16B-38ad 22A-tpl 0.201 0.350 0.340 0.201 0.350 0.390 0.201 0.350 0.620 0.201 0.350 0.350 O.091 0.390 0.026 0.989 n n n e e e s s s w w w n 5.57 9.69 9.42 5.57 9.69 10.80 5.57 9.69 17.17 5.57 9.69 9.69 2.52 10.80 0.72 27.40 4.37 10.46 12.44 4.37 28,96 12.03 4.37 10.79 16.92 4.37 12.19 28.96 1.45 12,03 1.41 0.00 0 0 0 0 0 0 64 0 0 0 0 0 0 0 72 72 0 0 0 0 0 0 64 0 0 0 0 0 0 0 72 8 0 0 0 0 0 0 356 0 0 0 0 0 0 0 52 219 0 0 0 0 0 0 280 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 4}/ L ap P C F 6 c) AED excursion 23 37 Envelope loss/gain 627 3,58 28 18 12 a) Infiltration b) Room ventilation 122 0 39 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 1 600 Subtotal (lines 6 to 13) 750 397 28 618 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 750 0 0 397 0 0 28 0 0 618 15 Duct loads 10% 28% 79 109 10% 28% 3 room load required (cfm) 828 46 506 24 31Air21170Total Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglhtsoftt^ Right -Suited Universal 2018 18.0.27 RSU23828 2018-Sep-0516:47:38Page 6 agateEGRE\I-ot33KensingtonReserveSeagateEGRE.rup Calc = MJ8 Front Door faces: E Job: LotMensingtonResery wrightsofto Duct System Summary Date: 09-12-11 Entire House By: VNIT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,G0M Prpject lnforTat*• n For: RYAN HOMES 3763 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H20 0.120 / 0.120 in H20 0.170 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H20 0.120 / 0.120 in H2O 0.170 in/l 00ft 1160 cfm 141 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Eq,v Ln (ft) Trunk BATH I -A h 828 46 24 0.223 4.0 Ox 0 VlFx 22.7 85.0 st2 Bdrm 2 h 3430 192 157 0.209 8.0 Ox 0 VlFx 30.0 85,0 st2 Bdrm 3 h 1821 102 61 0.319 6.0 Ox 0 VlFx 5.1 70.0 Bdrm 4 c 1620 67 78 0.225 6.0 Ox 0 VlFx 21,7 85.0 st2 Bth 2 c 788 2 38 0.310 4.0 Ox 0 VlFx 7.4 70.0 GREAT RM c 2143 89 103 0170 6.0 Ox 0 VlFx 41.1 100.0 st3 GREAT RM-A c 2143 89 103 0,170 6.0 OX0 VlFx 40.8 iWo st3 GREAT RIVI-B c 2143 89 103 0.216 6.0 Ox 0 VlFx 26.1 85.0 stl Kitchen/Nook c 2308 102 ill 0.207 7.0 Ox 0 VlFx 31.1 85.0 st2 Kitchen/Nook-A c 2308 102 ill 0.198 7.0 Ox 0 VlFx 36.2 85.0 st2 Mstr Bdrm c 4532 188 218 0.174 8.0 Ox 0 VlFx 37.9 100.0 st3 Mstr Bthrm h 1007 56 31 0,222 5.0 Ox 0 VlFx 23.2 85.0 SO Mstr WG c 42 1 2 0226 4.O Ox 0 VlFx 21.2 85.0 SO Mstr WIG h 591 1 33 1 19 1 0,226 1 4.0 1 OX0 VlFx 1 21.4 1 85.0 1 stl I Supply Trunk Detail Table Trunk Htg Cig Design Voloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 366 424 0.170 1216 8.0 0 x 0 ViniFix stl Stl Peak AVF 545 580 0.170 543 14.0 0 x 0 VinIFIx st2 Peak AVF 511 481 0,198 478 14.0 0 x 0 VinlF1x wrightsoft- Right-SuiteA Universal 2018 18.0.27 RSU23828 2018-Sep-05 16:47:38 1 11.1-11-11.1 Page 1 ACCA ...agateEGPE\Lot33KensingtonRes(,rveSeagateE(3RE.rup Calc = MJ8 Front Door faces: F Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1160 1160 0 I 0 I 0 0 Ox 0 VlFx f-k- wrightsoft- 2018-Sep-05 16:47:38 Right -Suite@ Universal 2018 18.0.27 RSLJ23828 Page 2 gateEGRE\L,ot33K(,nsingtonReserveSeagateEGRE.rup Cale - MJ8 Front Door faces: C V 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot33KensingtonReserveSeagateEGRE Builder Name: RYAN HOMES Street: 3763 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number, Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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 subtloor 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 sEace shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c 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 airtight and 10 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 P)dend hphiUd 12illina aod ViriL)a_ 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 Uplygao firQ sQriuklyr cQyec ulatua aud valls Qr cQilinas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9/5/2018 4:55 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 0 NOTE TO BUILDERMUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-1411602.4 balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 inches around the air handier per the State Energy code, All duct has an r=6 insulation value. m illaleso ry Ln Z w E 0 0) LD 4--*' CD d d zo 1) Mill CD C/) M \Y/ Rating 0: 7 w Z 0 M D -1 0 :D < 00 CL __j 0 C) 0 Rl"('011"D ("opy IDESCHIPT10N AS FURNISHED: Lot 33, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. LOT 39 q3 73 Ok to construct single family home with setbacks and impervious area shown on plan.. 5-ca vq,44,c -C, z Car (A^,Sw1e- 41,04-1 `/3-7/o/sle I lo.00 LOT 32 W Q) tz LOT 38 S 00019,09" E, 60. 00' 24,80' 24.80' LOT 33 11.0' 29.0' C) LANAI ,,d lz CO 11.0, 24,80' PROPOSED RESIDENCE MODEL: SEAGATE—E 2 CAR GARAGE RIGHT 4) 3.5 'x3.5 AC ENTRY 10.00, 0 \ ' 0 21.0' 10* 00, WALK--t 16' DRIVE 26.20' 25,20 10' UTIL. ESMT 5' CONC, WALK 13-13.) S 00*19'09 " E 6 0. Q01- 1'- 11 25.20' HANWORTH LOOP 50' PRIVATE R/W) L — — — — — LOT 37 LOT 34 UIL REQ_LqL,5!IEV OPOSEO - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY DING SETE3ACK5 FRONT 25' R DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' IMPERVIOUS COVERAGE = 3,026± SQUARE FEET OR 43.97 SIDE - 5' FOR 40' LOTSPROPOSEDDRAINAGEFLOW I,,,)! GRADING TYPE A LOT CONTAINS 6,900.k SQUARE FEET SIDE - 7.5' FOR 60' LOTS LIVING AREA CONTAINS 2,034± SQUARE FEET SIDE — 10' FOR 75' LOTS PROPOSE-0 FINISH FLOOR PER PLANS 29.0' 061113041 CONCILANAiIPORCH CONTAINS 564.± SQUARE FEET SIDE STREET = 25' 0 C Nr - LAIV-D SUR VE .M7 —SC .701"T & ASS J 7 LEGEND - r' At P.U.L.400 E. COLONIAL OR. ORLANDO, FL. 32807 (IQ7)-277-3232 FAX (407)-658- 1436 M4. POINT ON LINE F1 Lh T P, • TYPICAL NOYES; IRON PIPE PR.C. "POINT Or REVERSE CURVATURE 1, THE UNDCRsjouEp DOES HCRESY CERTIFY THAT THIS SURVEY MEETS TUC SIANWOS OF PRACTICE SET FORTH BY THE FLORIOA ROARO OF P ' C P IN IRONRODRxPOINTIF CO POUND CURVATURE PROFESSIOW). SURVnGh—, AND MAPPERS IN CHAPTER 5J-11 FLORIDA AOMINtSMATn CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES CONCREIE 140NUMENT NA, • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS suRvry MAP OR copics ARE NOT VALID. LR, / RLB 4596 A, NON -RADIAL AI1,V, I(L RECOVEREDVP. WITNESS POINT .3. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED To THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS iPOINT OF BEGINNING CALC. • CALCULATED OR EASEUENIZ; THAT AFFECT THIS PROPERTY. CSHOWN. POINTOFCOMMENCEMENTPRM. • PERMANENT REFERENCE MONUMENT 4, No UNDERGROUND IMPROVEMENTS HAVE BEC14 LOCATED UNLESS OTHFJMS -1) UPON BY ANY OTHER ENTITY. CHISHEDENIERLINEF.F. FI FLOOR ELEVATION 5. THIS SUM&-( IS F-WAREDFOR YK- SOLE 6EHEnr OF THOSE CERTIFEO To AND SHOULD NOT BE REUE NAIL & DISK Sa_ BUILDING SETDACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. MECHMARKk" RtGHT-Dr-WAY 0 1 • 8 EASEMENT A"SE BEARING 'F SWINGS, ARE BASED ASSUMED DATUM AVC ON THE UNE SHOWN AS BASE B.B.011BEARING (B.G.) DRAINAGE 8. ELF ATIONS, IF SHOWN, ARE UkSFD ON NATIONAL 0,s'OOETIC VERTICAL DATUM OF 1920, UNLESS OTHERWISE NOTED. It, UTILtI Y 9. CERTIFICATE OF AUTHORIZATION No. 4596. Fr, x CHAIN LINK FENCE C. « WOOD FENCE Sr BRAWN BY; CO RETC BLOCK 2 ... ......... POINT OF CURVATURE ORDER No. POUTOFTANGENCYCrRTIF7EDBY: I GN 2- 2018 5887-16 RADIUSPLOTPLAN09-1 ARC LENGTH DEL I A CHORD f, I)RD REARING NORTH THIS OCULDINGIPROPERTY GOES NOT LIE WITHIN -:Y R FIRM' ' A R. iHEF,-,rAUL15Ht..'O 100 YEAR FLOOD PLANE AS PER 10 . IC 48 ZONE " x " MAP I 12117CO09OF (00-28-07) City of Sanford Building and Fire Prevention Productx~* Approval Specification r~ % x y u n Uuu U Form l Permit # rrow ** Project Location Add L- C lc-k As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are tobe utilized onthe construction project forvvhiuhyouanaapp|yingfo[abui|dingpeonit. VVerecommend 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, aky|ights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can beobtained at . The following information must be available onthe 'obsitefor inspections: Y.l[his entire product approval form Category / Subcategory Manufacturer Product Description-- Florida Approval # include decimal) 1. Exterior Doors Roll Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Thmugh Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Categoryf Subcategory Manufacturer Product Description Florida Approval # includincimal 3. Panel Walls Sidin 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. Roofin Products AS halt Shln leS Certain'reed Corp. Certain -reed Asphalt Roofing Shingles 5444 - R12 Underla mentS InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofin Fasteners Nonstructural Metal Roofin Wood Shakes and Shingles Roofing tiles Roofing Insulation Water roofiin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofin slate Cements/ Adhesives / Coatin Liquid Applied Roofin S stems 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 Florida Approval Description include decimal 5. Shutters Accordion Bahama Colonial Other 6. Other 7. Structural Wood Connectors Anchors Truss Plates En ineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - RI Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 ZR z 1: •i'• I sip 4451 . FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING, PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT-33 / MODEL:SEAGATE V4 / ELEV:E / GAR R JOB#: 73433 Lei a 9 # ' 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 WRCSG4E JOB #73433 Site information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: LOT #33 City: Model: SEAGATE v4 "E" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 40 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 61 G1 5-31 .003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name_ Date 1 A0034665 A01 5/15/18 13 A0034677 B01 5/15/18 25 IA0034689 D09 5/15/18 2 A0034666 A02 5/15/18 14 A0034678 B03 5/15118 26 A0034690 D10 5/15/18 3 A0034667 A03 5/15/18 15 A0034679 B04 5/15/18 27 A0034691 E05 5115/18 4 A0034668 A04 5/15/18 16 A0034680 B05 5/15/18 28 A0034692 E06 5/15/18 5 A0034669 A05 5/15/18 17 A0034681 CA 5/15/18 29 A0034693 E07 5/15/18 6 A0034670 A06 5/15/18 18 A0034682 CAV 5115/18 30 IA0034694 E08 5/15/18 7 A0034671 A07 5/15/18 19 A0034683 CJ3 5/15/18 31 A0034695 HJ5 5/15/18 8 A0034672 A08 5/15/18 20 IA0034684 CJ3V 5/15/18 32 A0034696 HJ7V 5/15118 9 A0034673 A09 5/15/18 21 A0034685 CJ5V 5/15118 33 A0034697 HJ7VP 5/15/18 10 A0034674 A10 5/15118 22 A0034686 D06 5/15/18 34 A0034698 J5 5/15118 Ill A0034675 All 5/15/18 23 A0034687 D07 5/15/1 135 A0034699 J7V 5/15/18 12 IA0034676 I Al2 5/15/18 24 A0034688 I D08 5115/18 1[36 A0034700 J7VP 5/15/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Root Trusses, Ltd, Truss Design Engineer's Name: Anthony Tombo ill 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, perANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[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 ill 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 Engineer), the seal here and on the TDD represents an acceptance of professional hnr,`` engineering responsibility for the design of the single Truss depicted on the TDD Aj#"i"nsr T. T Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. 3BBCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 R0(jF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSG4E No. Seal # Truss Name Date 37 A0034701 VM2 5/15/18 38 A0034702 VM4 5/15/18 39 A0034703 VM6 5/15/18 40 A0034704 VM8 5/15/18 41 STDI-01 STD. DETAIL 5/15/18 42 STDI-02 STD. DETAIL 5/15/18 i43 STDI-03 STD. DETAIL 5/15118 144 STDI-04 STD. DETAIL 5/15/18 FT5 STDI-05 STD. DETAIL 5/15/18 46 STDI-06 STD. DETAIL 5/15/18 i47 STDI-07 STD, DETAIL 5/15/18 148 STDI-08 STD. DETAIL 5/15/18 49 STDI-09 STD. DETAIL 5/15/18 50 STDL10 STD. DETAIL 5/15/18 51 STDL11 STD. DETAIL 5/15/181 152 STDL12 STD, DETAIL 5/15/18 53 STDL13 STD. DETAIL 5/15/18 54 STDL14 STD. DETAIL 5/15/18 55 STDL15 STD. DETAIL 5/15/18 156 STDL16 STD. DETAIL 5/15/18 Page 2 of 2 WRCSG4E IA01 I Hip Girder K I Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8 120 s Nov 12 2017 Print: 8. 120 s Nov 12 2017 Mi I ek Industries, Inc 1 ue Ma 1.5 13 : 30 W ID:UumEBPzQXokuwJ2P5W?E2TyuPl h-9LxquW4BmYeiALi69jf_R3mn6z9?c,:VTY?h 3-0,0 7-0-0 11-4-0 17-1-5 22-10-11 28-8-0 33-970 440 54 7 -,- I " I ""- -- i , 1, , ,,,,,,-,,40 0 0 41-00 9-5 4-4-0 7-0-0 1-6--b 5.001-12 5x6 1 x41 x SX14 5x6 72 27 5 281 F 6 7 1 1 29 30 *8 31 9 4- r 1 2 18 32 17 33 34 16 15 35 14 36 37 13 38 12 5x10 MT20HS-,-- 1.5x4 (1 402 3x6 302 3X6 11 5X10 3x6 == 2.501 12 7-3-0 11-4-0 17-1-5 212-1107111 218-8-p + 321-19-0 0 5-9 1 5 1 5-9-5 4-1-0 1 111111-1-11- Plate Offsets QCzY1 1 - 110 8O -1, 4 0-2 1, [7:0-3-8,0-1-81, f9:0-3-0,0-24 JI 2:0-24 0-2 8], Lj4.'0-3-8,0-1-§], [1&04 81-0 LOADING p sf) SPACING- 2-0-0C S L DE FL, in (loc) I/d elf Ltd TCLL 20.O Plate Grip DOL 125 TIC 1:,71 Vert(LL) 0.48 16-17 >716 360 TCDL 10,0 Lumber DOL 1,25 BC 0.83 Vert(CT) -0.87 16-17 >395 180 BCLL 0.0 Rep Stress Incr NO WS 0.88 Horz(CT) 0,21 13 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2, T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 'Except* W4: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-6-13 oc bracing, REACTIONS. ( lb/size) 2 1941/0-8-0 (min. 0-1-8) 10 285/0-8-0 (min. 0-1-8) 13 5186/0-4-0 (min. 0-3-1) Max Horz 2 = 55(LC 24) Max Uplift 2 649(LC 4) 10 507(LC 19) 13 1975(LC 4) Max Grav 2 1941(LC 1) 10 152(LC 17) 13 5186(LC 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-738012495, 3-25=-7085/2433, 4- 25=-7085/2433, 4-26=-6970/2123, 26- 27=-6970/2123, 5-27=-697012123, 5- 28=-697012123, 6-28=-6970/2123, 6- 7=-6970/2123, 7-29=-1702/401, 29- 30=-1702/401, 8-30=-1702/401, 8- 31 =-337/2958, 9-31 =-337/2958, 9- 10=-368/3011 BOT CHORD 2- 18=-2245/6851, 18-32=-259518496, 17- 32=-2595/8496, 17-33=-2595/8496, 33- 34=-2595/8496, 16-34=-2595/8496, 15- 16=-247/1702, 15-35=-247/1702, 14- 35=-247/1702, 14-36=-708112439, 36- 37=-7081/2439, 13-37=-708112439, 13- 38=-7081/2439, 12-38=-7081/2439, WEBS 4- 17=0/450,4-16=-1586/693, 5- 16=-7091432, 7-16=-1786/5472, 7-14=- 2147/908, 8-14=-2781/9097, 8-13=- 4736/1912, 8-12=-2215/4638, 9-12=- 1 437/285, 3-18=-711/2418, 4-18=- 1649/344 NOTES- 1) 2- ply truss to be connected together with 1 Od 0. 1 31'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9- 0 oc. Bottom chords connected as follows: 2x4 - I row at 0- 5-0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5, Opsf; h=15ft; Cat. 11; Exp C; Encl-, GCpi=O. 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch right exposed: Lumber DOL=1.60 plate grip DOL=1. 60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load noreconcurrent 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI(TPl 1 angle to grain formula. Building designer should verify capacity Dead Load Dell. = 7/16 in 10 3X6 7- 3- 0 2-1 21_ PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 347 lb FT = 10% 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 228 lb up at 7-0-0, 123 lb down and 125 lb up at 9-0-12, 123 lb down and 125 lb up at 11-0-12, 123 lb down and 125 lb up at 13- 0-12, 123 lb down and 125 lb up at 15-0-12 123 lb down and 125 lb up at 17-0-12, 123 lb down and 125 lb up at 19-0-12. 123 lb down and 125 lb up at 20-11-4, 123 lb down and 125 lb up at 22- 11-4, 123 lb down and 125 lb up at 24-11-4 123 lb down and 125 lb up at 26-11-4, 123 lb down and 125 lb up at 28-114, and 17 lb down and 32 lb up at 30-114, and 95 lb down and 135 lb up at 33-0-0 on top chord, and 408 lb down and 243 lb up at 7-3-0, 88 lb down at 9-0-12, 88 lbdown at 11-0-12, 88 lb down at 13-0-12,881b down at 15- 0-12, 88 lb down at 17-0-12,881b dawn at 19- 0-12, 88 lb down at 20-11-4,881b down at 22- 11-4, 88 lb down at 24-11-4,881b down at 26- 11-4, 88 lb down at 28-11-4, and 2l l lb down and 179 lb up at 30-11-4, and 549 lb down and 489 lb up at 32-9-0 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 lncrease=1.25 Uniform Loads (plO Vert: 1-3=- 60, 3-9=-60, 9-11 =-60, 18-19=-20, 12-18=-20, 12-22=-20 Concentrated Loads (lb) Vert: 3=- 1 76(F) 6=-1 23(F) 9=-54(F) 18=-408(F) 15=-70(F) 12=-549(F) 4=-1 23(F) 17=-70(F) 16=-70(F) 5=-123(F) 7=-123(F) 14=-70(F) 13=-70(F) 8=- 1 23(F) 25=- 1 23(F) 26=- 1 23(F) 27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F) 32=-70(F) 33=-70(F) 34=-70(F) 35=-70(F) 36=-70(F) 37=-70(F) 38=-21 1 (F) 10-12=-27q. 513<40 cit hP.Annn ouirtAcp. Wof" tA.A, 0"roo, lelp 1- (",,W k To 1 111, , I 4451 St. Lucie Blvd, 40 N"j, E", 2, 41T N I." N' ilv" kv- V f Ali W1,11,4 lm K.0 ifil I Fort Pierce, FL 34946 zt letifolloam ofillu doroxtaa6inoatlorm<£sprollirledahhaatthe-rienPatmiuionhomAItootlrntud-AotAonr 1. taaiho III, F.E. 5X6 5.00[12 3x4 5x6 3x4 5X6 A 4x6 ---- 2-50 ( 12 Dead Load Defl. = 9/16 in 4x6 -s A 30-7-11 40-0-0 45 2136 h46 Offsets 15:0 10 0-3-01fT:0-3-0 0 2-41,[10,0-3-0,0-4-01,[11:0-3-12,0-4-8],[13:0-3-0,0-4-01 LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,64 Vert(LL) 0.64 11-12 >746 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -1.17 11-12 >411 180 BCLL 0.0 Rep Stress Incr YES WB 0A0 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 398lb FT=10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No. 2 BOT CHORD 2x6 SP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing REACTIONS. (lb/size) 2 166010-8-0 (min. 0-1-8) 8 = 1660/0-8-0 (min, 0-1-8) Max Horz 2 67(LC 12) Max Uplift 2 406(LC 8) 8 406(LC 9) Max Grav 2 1660(LC 1) 8 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6218/3377, 3-4=-6036/3389, 4-5=-796Q/4354,5-6=-7991/4371, 6-7=-6037/3399, 7-8=-621813387 BOT CHORD 2-13=-2997/5788,12-13=-3850/7302, 11-12=-4455/8391, 10-1 1=-3858/7300, 8-10=-3007/5789 WEBS 4-13=-1 593/845, 4-12=-249/846, 5-12=-561/436, 5-11 =-529/424, 6-11 =-261/877, 6-10=-1 590/847, 3-13=-1 013/2088, 7-1 0=- 1015/2088 NOTES- 1) 2-ply truss to be connected together with 1 Od 0,131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Wohs c.nrinp(Ii-A a% follow— 2Y4 - I rnwqt O-9-0 nr. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL= 1,60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=406, 8=406. LOAD CASE(S) Standard Anthony T. Tom 7 $0083 4451 St. Lucie Blvd, Zt 1s Plehibiled -411001 the -11to perm"vo hm A I 1W lrmerFort Perce, FL 34946 5.00 12 t2 o G' 7x6 =_ 4x4:-- 5x8 5 6 4x4 === 7 4x4 8 7x6 9 2x4 II 2x4 II 2.50[ 12 6-11-4 11-1-8 17 0-0 .- { 23-0-0 f. 28 10-8 F 33-0-1_: 5-10-9 4-2-4 Plate Offsets (X,Y L2 0 1_15 0 0 9j,, [4 0 3 0,0 2 9 j9.0 3 0,0_2-9], j11 0-1 15 0 0.9] j14 0 4_0,0 4 01r j15 0 5-0,0 4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.68 15-16 703 360 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 1.37 15-16 350 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.64 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.76 15-16 630 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x6 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 2 = 1660/0-8-0 (min. 0-1-8) 11 - 1660/0-8-0 (min. 0-1-8) Max Horz 2 = 80(LC 16) Max Uplift 2 - 383(LC 8) 11 = 383(LC 9) Max Grav 2 - 1660(LC 1) 11 - 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6330/3548, 3-4=-5837/3230, 4-5=-5458/3083, 5-6=-6721 /3740, 6-7=-6721/3740, 7-8=-6706/3736, 8-9=-5457/3088, 9-10=-5837/3235, 10- 11 =-6330/3564 BOT CHORD 2-18=-3187/5903, 17-18=-3196/5925, 16-17=-3325/6444, 15-16=-3608/6948, 14-15=-3327/6445, 13-14=-3212/5925, 11-13=-3204/5904 WEBS 3-17=-463/450, 4-17=-1090/2083, 5-17=-1272/687, 5-16=-113/477, 7-16=-381/256, 7-15=-396/260, 8-15=-108/465, 8-14=-1274/685, 9-14=-1092/2083, 10-14=-463/447 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=15ft; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=383, 11=383. LOAD CASE(S) Standard Dead Load Detl. = 11/16 in 400 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 227 lb FT = 10% ZtXraq Jlercr;luagly rnme M "K t n8-` IIJSEXI'SRIEr1 KE!I ki [E6NS 8 (;rkC91ICJ 4 K'JF108 3nT',kkrfAFElhd£AP Ma- Frnlr dssrp jgeedms al rr4lam:z a t z irree.9em 3saiy;EQ.4; cet Un kMar ( [es}a 1 f.E lelareMr 4eer taia:e mr. UMer. aEx;,rrn u d a 11e 14P. art A4trz tattoo t' shd:& rffa mt tJD le St.dd. 4: r Aesp frgar rr. Sn;ntlr Eteam,.9t srd Herr igh. P aa,.-;aa d M V on't" ag+te 1"st-Wip 'Mee r0Mfx Nis OWN . ft, IN WrW" 141. 11 Oup o:nepae. IM4taV1-ioaoi" Anthony T. Tombo ai, P.E. r,/ ra d?l:sl 4 _4edagisM srxsiNlnr mis¢9wnr ME*aisexn•¢efr xt,Mlalfiet herignr.a as rdMfR:.Mi. al Mlad kr<fiet:da aE rK 1. I'" d1WIloaf a.hdf doe, s;,u1.&1W:l!q.a:gc amllma a4 Gam oar 4eMnsye*s sJtE m $04E83 Int i4il grt4'@ rrd CcT aa. kkaro. se aetmM T%nl I- PA-1 al pddua d M 1-1614 r- -Sdaf ap as `01 f'd k44E» at WA me rtfaexes`a P-1 PA., lei I alas 9n <,reeca aes W N,., ovh,.k,r. Eayae at Ns4451 $t. Lucie 6lvd. ee<b* itt fdlRa lY4.rm'R4lgratiNtit*fineg 4r di le!iK 4aFl!<L rx Trk4r hti4lt Agla!(3S riE mgAfrRy XS{i9a.Nl l.t SE'ee'-Ag as le of AelBq kll Uy Em t3ikte5 pp p5 etVrtt UIIFI. Fork P4efce, FL 34446 Copyrighl02R16 A I Roof Gasses- knihooy 1. Combo 111, P.f. ReprodeRion of this lotommon a"form,isprohibBedw0401Iht+rfilteo pfunimon from A Roof Truss" Anthony T. fembo III, P.E. 17t1, a-1 rs a-U-14 is U U 17-8-1 ?2-3-15 27 0-0 30 11-2 34-10-8 40-0-0 41-0 0i — f - - {- { _...._.. f - { ...- - _.{ { 0- 5-1-8 3-1 1-6 3-11-2 4-8-1 4-7-14 4-8-1 3-11-2 3-11-6 5-1-8 1Z 5x6 =_ 3x4 =- 3x4 ==- 5x6 Dead Load Dell. = 11/16 in 4x12 z ax12 y 2.50(12 6 10 8 13-1-8 20 0-0 26-10-8 33-1-8 6 10 8 6-3-0 6-10-$ ------ l - 6-10-8 6-3-0 Plate Offsets (XLY}- j5 0-3-0,0 2 4j, [$ 0 3 0,0-2-4j j14 0 2 8z0-"jx j16.0-2 8 0 5-Oj LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.66 15 728 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.32 15 364 180 BCLL 0.0 ' Rep Stress Incr YES WB 0,71 Horz(CT) 0.67 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.74 15 648 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2 AE "Except` B2: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MIT4 recommends that Stabllfzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 2 = 1660/0-8-0 (min.0-1-8) 11 - 1660/0-8-0 (min.0-1-8) Max Horz 2 = 93(LC 17) Max Uplift 2 - 360(LC 8) 11 = 360(LC 9) Max Grav 2 = 1660(LC 1) 11 - 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6406/3694, 3-4=-6173/3484, 4-5=-5465/3050, 5-6=-5077/2900, 6-7=-5702/3210, 7-8=-5077/2903, 8-9=-5465/3054, 9-10=-6173/3500, 10-11=-6406/3712 BOT CHORD 2-17=-3346/5983, 16-17=-3043/5692, 15-16=-2850/5651, 14-15=-2851 /5651, 13-14=-3052/5692, 11-13=-3365/5983 WEBS 3-17=-203/307, 4-17=-51/311, 4-16=-592/533, 5-16=-959/1859, 6-16=-843/409, 7-14=-843/409, 8-14=-960/1859, 9-14=-592/532, 9-13=-49/311, 10-13=-203/306 2) 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;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) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSUTPI 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=360, 11=360. LOAD CASE(S) Standard 40-0-0 PLATES GRIP MT20 244/190 Weight: 220 lb FT = 10% a 110 9:aap -tinu Ilxaegh4r rr<aa rx `F{ IOQ? fiYiifSl,'iEltEr"a ftlrik [iIMS a (3Fig4G6S C3S1'sM.i9L .1 dCdtlGA:@SEA!"lax. Ye; fit trap rakers a»(aN m z a 1#s ces. ges hrxny {[C&,rN Me Aa1ar 1. taxao;?, tf-hlaeae Strut 3e ke mr. Uda: gk aae aad w Ileip(i, our 41 Wr. aarar lraakl. se nelfa rte lgD to ie.aa as¢ ns &sgaflpxa?., Spe;rdtr f»geeet, Oe u+law. ma upasmkeaM pga,ard eyae:.ig ne 4,'calks:0e Ns; Nre.»N a ne 160a7.,#¢, IN ;kt0";r mpro xHqoftwu''Woo »kat$ 41e:.3r 1A lA 1Nq. 1414»e3EN!i111Ae H7k ixl2f.aeov#r'FQ::XtNegtx f!Ik Id{WeSrPPNgkF"1rF3tiNrfldlltlPr(';3i1 » 111{ sia iaail' seJ;ialefu6e4d tonp1. rnrw:m. la Yeesln:esrerskaasm?E!xr#9t1ns(aupa.tas6es:pupmaaUGaAa»ens: inbo ill, PE. 4 t},3.fi111! 4; aIWOh polls kwkfa11", .1'" k*% 1wfoolo. 6WilMW Anthony. o kka Ds 'aCma 80083 wa:" 4451 St. Lucie Blvd. afuwhe kihrRlis: t#•at peed er»xa amq Sx to raaus araseM tielass CVs ga.apaer i, AO[#k t»ni:ap 8orpn,a 1 .z Sisxz gllaer r`ar arQkq dlf csa>Wvef3sas aess leFael s»tlll. epyrighl 0 2016 A goof hussts AAlhony L tomho 111, p1. geprodudioa of lhis dommea6 iA sop term is prodihiled whhous lAA arinea pemissiou t3om A -I Rcof trusses - AAth-1. lomho lll, p.t. Fort tierce, Fl- 34946 WRCSG4 E - A05 _I Hip JJob Reference(oplional), At - Roof T ses, Fort Pierce, Ft: 3446A-esiq- n6o"Ss.corn Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTak Industrie s. Inc Tue May 15 13 30 ID:UumEBPzQXokuwJ2P5W'?E2TyuP1 h-ZwcyWY733TOH1 pShqrCh3iON9A83pw3_hf 1 1- 0-0 100-11 15-0-0 20-0--0 25-0-0 29-11-5 40-0-0 471 00 f --___ I I j-016-3-9 442 4-11-55-0-05-0-0 4-11-5 6-- 5.00[u 5x6 :: 3x4 = 5)(6 Dead Load Defl. = 11 /16 in 2.50(12 4x12 -- 402 -= 24- 10- 8 31-11-11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0,49 Vert(LL) 459 13-14 819 360 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 1.2513-14 384 180 BCLL 0,0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.64 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.66 13-14 723 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2,OE *Except* 132: 2x6 SP No.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mlifek recommends that Stabilizers and requiredcross bracing be installed during truss 1 erection, in accordance with Stabilizer Installation, guide, REACTIONS. ( lb/size) 2 = 1660/0- 8-0 (min. 0-1-8) 10 166010-8- 0 (min. 0-1-8) Max Horz 2 = 107(LC 13) Max Uplift 2 360(LC 12) 10 360(LC 13) Max Grav 2 1660(LC 1) 10 1660(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-6396/ 3709, 3-4=-6129/3519, 4-5=-5116/ 2853, 5-6=-4728/2722, 6-7=-472812724, 7-8=-5116/2855, 8-9=-6130/ 3533, 9-10=-6396/3724 BOT CHORD 2- 15=-3347/ 5973, 14-15=-298615578, 13-14=-2485/ 4974, 12-13=-2994/5578, 10-12=-3363/ 5973 WEBS 3-15=- 239/ 314, 4-15=-143/407, 4-14=-811/ 701, 5-14=-837/1674, 6-14=-510/ 262, 6-13=-510/262, 7-13=-838/ 1674, 8-13=-811/700, 8-12=-142/ 407. 9-12=-239/314 NOTES- 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=360, 10=360, LOAD CASE(S) Standard Weight: 217 lb FT = 10% W."." h—u" O! "O.N% i IMF IM.51SN'Wr4 wk"W Tim& ("Wicts (ISIA.Vi"r; W W,Ydffi.ft...".w",I.*,.N,,e,ih,ph,.,n;Ttl".Adfilk,§t,Fftoa.",*W,, 011*10A &Wmlhupfv—' is S,mbo 117, R.E. h E'p— V .0 . exy jwwow' . .."e 0 F*0W j—" "qw0f, 0'+19 lk'"' I.,!, OvIef . k 100 * "te, M 1 14 6,P Z-O." We mo` "'"T Anthony T, To mei..' r. 0- 6 r. W" N " 1114 K 1A, t W F.9 btl * W KI 1'.fc'W 0 tA To W ! 414 0 lu Tou .1.9e W" ww' moil" W We " N "'F.W'o 0 rm"" W 4451 St. Lucie Blvd. Z E Fw;) t erce, FL 34946 Whoyl, Combo 111, I"t. Reploovow qhh'i doweetAt"my form, ii pmbibned itheo the -Peo pemw" hom A4 Roof Irwe's 0-U-0 28-11 1-7 - 4— 3,3-673 -4-0-0-0 41-00 11-0- 6-5-13 5-11-7 6-0-6- 5-1-IJ 46 12 5.001 u 5X6 --- 6x8 6 7 3x4 T13 3x4 4x6 4x6 4 9 1.5x4 zz W3 ------ 3 17 7x8 7x6 14 2 8 13 J; 500 MT20HS--- 5x10 MT20HS-- 04 - 2.501 12 4x4 012 W3 17-1-8 I 22-10-8 30-9-7 9-2-9 Plate Offsets MY)--j4:0-3-Q Edqejj§: -3-_O, 24 -5-12 0-2-El], P:0-3-0,Edge], [15:0-2-1 0- -Uj, 6 0-2- 0 12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.61 15 >791 360 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1,22 15-16 >393 180 BCLL 0.0 Rep Stress Incir YES WB 0.80 Horz(CT) 0.66 11 n/a n/a BCDL 110,0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.69 16 >691 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No,2 BOT CHORD 2x6 SP 240OF 2.OE *Except* B3: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing, Wfek recommends thatStabilizers and - - - required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1660/0-8-0 (min. 0-1-8) 11 1660/0-8-0 (min.0-1-8) Max Herz 2 = 120(LC 16) Max Uplift 2 -377(LC 12) 11 -377(LC 13) Max Grav 2 = 1660(LC 1) 11 1660(LC 1) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6406/3783, 3-4=-6007/3435, 4-5=-5918/3446, 5-6=-4742/2678, 6-7=-4358/2564, 7-8=4741/2679, 8-9=-5918/3456, 9-1 0=-6008/3445, 10- 11 =-6406/3796 BOT CHORD 2-18=-3417/5988,17-18=-292615420, 16-17=-2921/5439,15-16=-2052/4357, 14-15=-2927/5439, 13-14=-2933/5420, 11-13=-3431/5988 WEBS 3-18=-362/447, 5-18=-1 14/503, 5-16=-1035/845, 6-16=-707/1454, 7- 16=-285/287, 7-15=-708/1454, 8- 15=- 10361844, 8-13=- 112/503, NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL= 5,Opsf; h= 1 5ft; Cat. 11; Exp C; EncL, GCpi= 0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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) Bearing at joint(s) 2, 11 considers parallel to grain value using ANS[/TPl I angle to grain formula, Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 2=377, 11 =377, LOAD CASE(S) Standard 1. 5x4 10 I Dead Load Deft, = 5/8 in 4x12 = 40- 0-0 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 218 lb FT = 10% 0011, — M f kt'W! 4 "A f. ft no 10W 4 I 1 .0— i, W TDO "frwo, K -v— 0 1% pdtss00 4, M W't'tressfwxktwM To wn e4c IR I it, t"'r w-ww Wt P 014I.- tk 0—".ftv'0'M (4 WR" ooi'j.' . —N" a I" it:. *,,V, W 0 lvo k'4'j *86083 W K I, d W - 44 '. 'f f. T—' wl" 'W" 'V" "Afto .0 k..4 'W' d Anthony T. Tombo U!, F 47 4451 St. Lucie Blvd. top'. 4mon of M8 kument'n aft', lotm, (S prohl'itol witfouttht -Poo permission how A I Roof Tfmn ARtWA y1QMbQ111,Pj' F o( t Pierce, FL 34946 21-0-0 1-0 6-3-7 11-0-8 16 -9-3 1 -0-02,0 -00 23-2-14,, _ _28-11-9 .... ........ 33-ii-9 40-0-0 100 j 4-" 5-8-11 2-2-14 2-2-14 5-8-11 4-9-0 f 6-3-7 1-0-0 5,00 1 12 3x4 5x6 7 8 5x6 3x4 T3 9 3x4 6 3x4 3x8 MT20HS-- T2---r 6 3X8 MT20H&-Z, 5 10 4 1,5x4 1,5x4 3 82- 18 12 6x12 19 17 20 16 21 4x415 4x4 2! 5x 10 MT201-lSc'- 5X10 MT20HS- 4x4 -Z4x42.50(12- 402 8-0-3 - 20-0-0 2,64-0 31-11-13 40 a-0-3 6-4-0 6-4-0 5-7-13 8- LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in toe) I/defi L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0,85 Vert(LL) 0.67 18 712 360 TCDL 10.0 Lumber DOL 1.25 BC 1,00 Vert(CT) 1.35 18-19 355 180 BCLL 0,0 Rep Stress Incr YES WB 0.59 Horz(CT) 073 13 n/a n/a BCDL 10,0 Code FBC2017/TPI20I4 Matrix -MS Wind(LL) 0.78 18 614 240 LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x6 SP No.2 *Except* Bl: 2x6 SP 240OF 2.0E WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. fek-recommends --that Stabilizers -and required cross bracing be installed during truss, erection, in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 2 1660/0-8-0 (min. 0-1-8) 13 1660/0-8-0 (min. 0-1-8) Max Herz 2 133(LC 13) Max Uplift 2 = 392(LC 12) 13 392(LC 13) Max Grav 2 1660(LC 1) 13 = 1660(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6362/3800, 3-4=-6057/3567, 4-5=-5965/3578, 5-6=-5341/3143, 6-7=-4122/2402, 8-9=-412212402, 9-1 0=-5341/3145, 10-11 =-59651359 1, 11-12=-6057/3581, 12-13=-6362/3815, 7-8=-4149/2444 BOTCHORD 2-21=-3435/5942, 20-21=-2976/5433, 19-20=-2968/5451, 18-19=-2198/4457, 17-18=-2199/4457, 16-17=-2974/5451, 15-16=-2982/5433, 13-15=-345015942 WEBS 9-18=-802/667, 9-17=-5441875, 10-17=-568/535,10-15=-196/406, 12-15=-297/369, 6-18=-8021667, 6-19=-544/875, 5-19=-568/536, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10-, Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 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) Bearing at joint(s) 2, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=392, 13=392. LOAD CASE(S) Standard Dead Load Deli. = 11/16 in PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 2271b FT=10% W. plot '* t"AftW*1-04 An'hwy T, Tombo 111, P. E. W "t" , 14 0 t* N., t, 0.., , A. N 1.4,4 4"q.- .,N vem 0 1" K, 1'.V .41k *% W*q A W rN 1'etp- a tatV M .Mt -f N, 0- .1'aal k"A"j, ,*I#. W Wa* . N 11'.pllv. 0 T $0083 t, 4451 St. Lurie Blvd, Fort Mote, FL 34946 Zt (opytitif4c, 20164 1 kQq1NSttS Anthe'Y1,1040111 P.E. tnproQnmon of Idit doenmenl.lannylwa, is pro4t5iMo9.0colibf-pea Ftmi'lionfia. A I kcoffmw hath&AyT, 640111,p L I -u-0 I t)-V-4 ?!I-ur-o 24-2-14 28711 - I I 33_ 8-9 4,1 -OTO 6-3-7 4 9-0 1-1 3-2-14 f 3-2-14 5-8-11 4-9-0 6-3-7 1-0-0 5x6 Dead Load Deft. = 11/16 in 5.00112 7 3x4 3x4 3x4 6 3x4 3x8 MT20H& 2 3x8 MT20HS-- 4 5 10 tk 1 .5x4 1.5x4 3 - - ----- -- - 3 2 7 19 18 6X8 16 --- -------- 2 20 4x4 15 to4 12 500 MT20HS--, 5xI0 MT20HS,---.,, 4x Ir4x42,50[_1-2 4x12 402 8-0-3 13-8-0 20-0-0 26-4-0 31-11-13 40-0-0 8-6-3 1 5-7-13 1 _134-6 6-4-6 plate Offs ets-(X-,- -- AI 7_:0-_4-_6_r0-3_-_1_2__J_ LOADING (psf) SPACING- 2 CSL DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20, Plate Grip DOL 0 05 TC 0.85 Vert(LL) -0.68 17 >702 360 MT20 244/190 TCDL 1 0-0 j Lumber DOL 1.25 BC 1.00 Vert(CT) -1,37 16-17 >350 180 MT20HS 187/143 BCLL 0.0 1 Rep Stress Incr YES WS 0.68 Horz(CT) 0.73 12 n/a n/a BCDL 10,0 Code FBC2017/TP12 0114 Matrix -MS Wind(LL) 0.80 17 >602 240 Weight:2231b FT=10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x6 SP N0.2 *Except* Bl: 2x6 SP 2400F 2.0E WEBS 2X4 SP No.3 'Except* W& 2x4 SP NO,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, MiTelk recommends that Stabilizersand required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 1660/0-8-0 (min, 0-1-8) 12 1660/0-8-0 (min. 0-1-8) Max Horz 2 - 140(LC 13) Max Uplift 2 - 399(LC 12) 12 - 399(LC 13) Max Grav 2 1660(LC 1) 12 1660(LC 1) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-6362/3823, 3-4=-6056/3590, 4- 5=-5965/3601, 5-6=-5341/3168, 6- 7=-4125/2430, 7-8=-4125/2430, 8- 9=-5341/3171, 9-10=-5965/3614, 10- 11 =-6056/3604, 11-12=-6362/3838 BOT CHORD 2- 20=-3456/5941, 19-20=-2999/5433, 18- 19=-2991/5451, 17-18=-2222/4456, 16- 17=-2223/4456,15-16=-2997/5451, 14- 15=-3005/5433,12-14=-3471/5941 WEBS 7- 17=-1739/2992, 8-17=-800/668, 8- 16=-544/877, 9-16=-570/534, 9- 1 4=-1 94/410, 11-14=-299/369, 6- 17=-800/668, 6-18=-544/877, NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL= 5,Opsf: h=15ft; CaL 11; Exp C; Encl., GCpi= 0,18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 .60 plate grip DOL= 1,60 3) All plates are MT20 plates unless otherwise indicated. 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) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=399, 12=399, LOAD CASE(S) Standard I C7 I A Newry - pose Or, z—. pea. U, kit ""I k""u.0- ST-R, tpkte' k' "..Y Too lwnw'w or t,,ompo V)DW! (,Tkl I'Wolaww'.dtk'" An"tiony T. Toribri 1IT, R.E. Wueatitslark^w! b*q It, 6-6.irw"'t "', r. 1.14ak "N ;wo d 1k, W, "k, V W * wo k0j'* W Rr I 'h '-; a w 14.4 w 1.4 x 9 N .1.64 W" mg, Mor. .0 k.,rr'W1 k, N o rkL'" h'J.'wrmv'uprcaaeer z 80083 aa 4451 St, Lucie Blvd. GpIrIM02016AIliodbostr V1, Fort Pioce, FL 34946 a 5x6 Dead Load Dell. = 5/16 in 5.00 j 12 in 4a 10 14 is — 14 3x4 ---- 4x6 3x8 - 4x6 1--- 3x4 -= 3x6 20-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (lacy I/deft L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0,78 Vert(I-L) 0,3314-16 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.71 Vert(CT) 0.6314-16 757 180 BCLL 0.0 Rep Stress Iner YES WB 0.50 Horz(CT) 0.14 10 n/a n1a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(I-L) 0.27 14 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14 M i T- oek recommends that Stabilizers-- -, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-8-0 (min. 0-1-15) 10 1660/0-" (min. 0-1-15) Max Herz 2 140(LC 13) Max Uplift 2 399(LC 12) 10 399(LC 13) Max Grav 2 1660(LC 1) 10 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3488/2173, 3-4=-3184/1994, 4-5=-3099/2010, 5-6=-2175/1504, 6-7=-2175/1504, 7-8=-3099/2010, 8-9=-3184/1994, 9-10=-3488/2173 BOT CHORD 2-16--1861/3179, 16-23=- 1322/2485, 15-23=-1322/2485, 14-15=-1322/2485, 13-14=-1324/2485, 13-24=-1324/2485, 12-24=-1324/2485,10-12=-186813179 WEBS 6-14=-85711313, 7-14=-790/673, 7-12=-330/667, 9-12=-453/504, 5-14=-790/673, 5-16=-330/667, 3-16=-453/504 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ot=lb) 2=399, 10=399. LOAD CASE(S) Standard 3x6 - PLATES GRIP MT20 244/190 Weight, 196 lb FT = 10% Zz UT'jf to ...< Ww w' (low dw-, ",I.. On IN .-Y AW—h"10"4 " S;co' 1"—" 1, W IDO -,zwt"( ft ft #e4}'0" i.#, lf.:' dwTO . 1W = .O tn 110 N e#tif 4" t"W, .*In Anthony T. Tombo ill, P1, mw ow, It- *-! WR";n tw'e,WW' 0 N I.." *' N." N 1.1t, t* "un" 0 1* It In t * ft Wo k.04 A, .1 In I 'i"W." d 'Woo W W ,, dpetax..4" %,W,tnblw.. k."q A* ","',+o 0 z 80083 as Ma.a 3Myae=reeG szu a. AF —V W'.0' lot W 1. Vv—fro- a* W" pob"" RI.CKA a' A—V* In— pci— 4451 St, Lucie Blvd, F,% t Metce, FL 34446 A. 32-9-1,4_ 41-0,0 0- 7-2-2 6-11-15 44 14 '2-0-0' 4-9-14 6-11-15 7-2-2 5x6 - 5,00[u- 5x6 Dead Load Defl. = 5116 in c? M 1 16 15 11 4. - 3x6 3x4 4x6 3x4 : 3x4 06 -= 3x4 3x6 10-0-5 LOADING (psf" SPACING- 2-0-0 CS1. DEFL, in (loc) I/def! L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,79 Veri(LL) 0.3513-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.65 13-15 742 180 BCLL OA Rep Stress Incr YES WB 0.89 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.27 16 999 240 LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 I erection, in accordance with Stabilizer t! Installai _guide. 11 - REACTIONS, (lb/size) 2 1660/0-8-0 (min, 0-1-15) 11 1660/0-8-0 (min.0-1-15) Max Herz 2 133(LC 12) Max Uplift 2 392(LC 12) 11 392(LC 13) Max Grav 2 1660(LC 1) 11 1660(LC 1) FORCES. (lb) Max, Conill Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3489/2163, 3-4=-3183/1981, 4-5=-3097/1997, 5-6=-2242/1545, 6-7=-2016/1478, 7-8=-2242/1545, 8-9=-3097/1997, 9-1 0=-318311981, 10- 11 =-348912163 BOT CHORD 2-18=-185213181, 18-25=-1306/2482, 17-25=-1306/2482, 16- 17=-1306/2482, 15-16=-90712016, 14-15=- 1307/2482, 14-26=-1307/2482, 13-26=-1307/ 2482, 11-13=-1859/3181 WEBS 10-13=- 456/510, 5-16=- 774/ 636, 8-15=-774/636,3-18=-456/ 510, 5-18=-335/681, 8-13=-3351681, 6-16=-435/670, 7-15=-435/670 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5, Opsf h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0- 0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 392, 11 =39Z LOAD CASE(S) Standard 4 PLATES GRIP MT20 244/ 190 Weight: 205 lb FT = 10% W- 4 N.,W. 0! 44,00PI-1.. Anthony T. Tombo 1111, `PL. 01- . ... . tFft, 445t $t. Lude Blvd, A! 7016 AI R. E. Fort Pierce, FL34946 Dead Load Deft, = 1/4 in 5.00f 12 5x6 5x6 16 13 14 13 14 11 3x6 1.5x4 11 4x6 3x4 3x4 4x6 1,5x4 11 3X6 17-0-0 1 23-0-0 31-2-14 4 9,?, 8-9-2 8-2-14 Plate Offsets (X,Yj- _j?- 15-?,97"jj4.Q- 0-3-910-2-41 t6:0-3-0,0-2741 -3-QEdgelt _L9.0-6-2,0-0-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0,62 Vert(LL) 0.7511-13 >643 360 TCDL 10,0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.99 11-13 >485 180 BCLL 0,0 Rep Stress Incr YES WB OA9 Horz(CT) 0.15 9 n/a n/a BCDL 10,0 Code FBC20117/TP12014 Matrix -MS Wind(LL) 0.45 14-16 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 1 Row at midpt 3-14,8-13 Wfek recommend- s that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 2 1660/0-8-0 (min.0-1-15) 9 1660/0-8-0 (min.0-1-15) Max Herz 2 120(LC 16) Max Uplift 2 = 377(LC 12) 9 377(LC 13) Max Grav 2 = 1660(LC 1) 9 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3459/2065, 3-4=-2504/1556, 4-5=-2396/1585, 5-6=-2221/1556, 6-7=-2396/1585, 7-8=-2504/1556, 8-9=-3459/2065 BOTCHORD 2-16=-1739/3121, 15-16=-1739/312 1, 14-15=- 1739/3121, 13-14=-104312221, 12-13=- 1746/3121, 11-12=-1746/3121, 9-11=- 1746/3121 WEBS 3- 16= 0/375, 3-14=-1097f773, 5-14=-237/ 569, 6-13=-237/569, 8-13=-1097/ 773, 8-11 =0/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 15ft; Cat. 11; Exp C, Encl., GCpi=0,18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed; 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=377, 9=377. LOAD CASE(S) Standard PLATES GRIP MT20 244/ 190 Weight: 183 lb FT = 10% Iq— V $,. TIN glu r8"O.0 V to h"r, OftTq, lop * to Tk1 Anthony T. Tombo :11, P.E. 4 ow, I!- VW Oft N., k 0—% A, 'f," 4 it, M M . W! T 4 W 1 144 kfnmw .,*W. W Wool M, . P. 0 z $0083 4451 St, Lude Blvd, Fort Netce, FL 34946 A" thohylA.Mbe III, P. E.PRep"4vatoo of lk" d00000tnt,o 44y fam, 4 robill'I'd without Me."Ilea PtwWoo from A I Roof Irm" ZE WRCSG4E Ail Hip Truss 1 1 Jab Reference {a itianal) m-Roof "Trusses, Fort Pierce,- FL- -3-494-6--,--d-e-si-gn--@--a--l-t-Rjss.co - rn Rung s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Too May 15 1130 " 1 , 7 , 201 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-04_EnbBqeJnRlkvqB6J5jzeOfbEODdPt3bfm 1-0 7-9-2 T15-0-0 20-0-0 25-0-0 -2-14 40-0-0 41-00 7-2-14 ------ --- --- 5-0-0 7-2-14 3x6: -- 5,001 12 5x6 - 1,5x4 11 5x6 - Dead Load Deft, = 5/16 in 14 3x4 06 3x8 06 30 3x6 A 20-0-0 1 30-0-0 1 40-0-0 LOADING (psir) SPACING- 2-0-0 CSL DEFL. in (lac) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0,33 12-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,71 Vert(CT) 0.62 12-14 772 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017fTP120114 Matrix -MS Wind(LL) 0,25 14 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1660/0-8-0 (min.0-1-15) 10 1660/0-8-0 (min. 0-1-15) Max Horz 2 107(LC 12) Max Uplift 2 = 360(LC 12) 10 360(LC 13) Max Grav 2 1660(LC 1) 10 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3466/2091, 3-4=-320911968, 4-5=-3113/1994, 5-6=-2580/1692, 6-7=-2580/1692, 7-8=-3113/1994, 8-9=-320911968, 9-10=-3466/2091 BOT CHORD 2-16=-1 77913156, 16-23=-1 175/2382, 15-23=-1 175/2382, 15-24=-1175/2382, 14- 24=-1175/2382, 14-25=-1176/2382, 13-25=-1 176/2382, 13-26=-1 176/2382, 12-26=-1 176/2382, 10-12=-1786/3156 WEBS 3-16=-489/ 550, 5-16=-4631789, 5-14=-99/491, 7-14=-991491, 7-12=-463/789, 9-12=-489/550, 6-14=-321/259 2) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h= 1 5ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Ot=lb) 2=360, 10=360. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 192 lb FT = 10% r. 6 TGC W- 4 notttoron" w" I 00F FW '3 fr 114k' 091 Woolim )"j0'.00ijrV' WN 14.fl im. 16.re %Wolwl all—"14 TOO otr 5 wlts'oeorw I", ii* hA W " 11UN-04, is I., k'T 1",, "' sw"Attioie; *' soo —y 100 N,*,*, P1 I llottejsii W'. N%am"'.maNus Anthony T. Torribo T17, P.E. 0 *' t .1 V, "s "Wq , 14 os'W'0h 0 N I— te, Woe te, We.$ li,Jor . t1-49 0 1. Ir 18, V sw k *N k.lsipt' .4 IM I Toripr.: d 14 SO ! Nitro 0 its I., o,i" i.", 1,,p itqftw w k,,,q Yidta4m r,,poo4mi: d iio,et IV, *,rhstw wig PM-1 low., ow I"" i" Wi, W.' Veoh'w t' 19 WAU.i let,", P4., Z lhh 4451 St, Lucie Blvd, 0 2016 k I foot Time, Upoilvaiiiii ohlin dommeril"n oRy form, isprol4iltdositloW the orrtoe. tivie,woo his. A-1 hot Insw Fort Pierce, FL 34P46 A0034677 jWRCSG4E Common Supported Gable Fort Pierce, FL 34946, design@aItruss.com 1-01 10-6-0 1-0-0 10-6-0 2 3x4 ' 11 — 1- - - I I s Nov 12 2017 Print: 8,120 S a g pj Y E 3 x u P8o B i I H 6 P r S Y i- - -- -- 4x4 7 22 21 20 19 18 17 16 15 14 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 FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21 -0-0. lb) - Max Harz 2= -76(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16,15,14, 12 FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and tight 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/TPI 1. 4) All plates are I .5x4 MT20 unless otherwise indicated. 21-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.09 Vert(LL) 400 12 n/r 90 MT20 244/190 BC 0.04 Vert(CT) 400 12 n/r 80 WB 0.05 Horz(CT) 0.00 12 n/a n/a Matrix-S Weight: 99 lb FT = 10% 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, 19. 20, 21, 22, 17, 16, 15, 14, 12. LOAD CASE(S) Standard I m' W "o N, R— W" Nvq !wtM6 1a* 11 P E. tft.. Aw IN. f. Ta .4 k,,xd a, TO W, Mee i", N' WV —r- .94 aW. ,~' Anthony T. TQm o M, P.E. Z BOW 44M St, Locte 131A Fost Pj(we, F[ 3040 ff, 1100tlwsm P-t' a 4x4 - = 3x4 7x8 LOADING (pso SPACING- CS1. DEFL. in loc) Ildefi L/d TCLL 20.0 Plate Grip DOL 11,5) TC 0.66 Vert(LL) 0. 19 8-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0,45 8-13 551 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.03 7 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(E-L) 0.17 8-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP No,2 WEBS 2x4 SP No,3 BRACING - TOP CHORE) Structural wood sheathing directly applied or 34-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. mifek recommends -that -Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 2 882/0-8-0 (min, 0-1-8) 7 830/0-3-2 (min, 0-1-8) Max Horz 2 86(LC 12) Max Uplift 2 218(LC 12) 7 192(LC 13) Max Grav 2 882(LC 1) 7 830(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1448/921, 3-4=-1 151/771, 4-5=-1167/774, 5-6=-1438/907 BOT CHORD 2- 8=-728/1292, 6-8=-709/1262 WEBS 3- 8=-4351454, 4-8=-552/822, 5- 8=-348/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=1 5ft; 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 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 Ot=lb) 2=218, 7= 192. LOAD CASE(S) Standard Dead Load Dell. = 1/4 in PLATES GRIP MT20 2441190 Weight: 92 lb FT = 10% N' A I t3of 1114 t `AtL UluIM60011M ffl,* 1111TT; A" aCVM41T'W' TO, DO b x `, 1`4 4s' EW— tl' Sp:0' iP—; At 0 ro"AW'4"'" N k'r, 0 Mt "N0,14 Tr " 10.4 40, TIh i' k'P' t"'"W, Anthony T. Tembc, 711, ;,E k ul#.AW 0 1 N. r. Wmi r mw 0 N it, 114, t 14 WO kv" 4, .6 Fil i *k Pig W .."14N 0 N l-, J" k."' serge .0 0 Z 80083 wm' 4"d ix s:.*W'pd kj 01 1* 1 4451 St. Lucie Blvd, 4 opytightO 201til I tootimsts AnthoylArriboll[J.1, hpoo"Olio.0111i'i 60(umm, in OPT lorm"s pilhit'd Oociinht Aoth.11, 10401101 Fort P:,rce, FL 34946 1 "", "*"*' 4A - 3x4 ---- 1, Setidli Load Deft. = 5/16 in 4x6 4x4 6x6 3x8 11 0-0 21-01-3- 12'' I - I- - 0- - 0 1- LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Weft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 424 10-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,63 Vert(CT) 0.5310-13 465 180 BCLL 0.0 Rep Stress Incr YES WB 0,69 Horz(CT) 0.02 7 n/a n1a BCDL 10.0 Code FBC2017/TP120114 Matrix -MS Wind(LL) 0.13 10-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purfins, except end verticals, BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. wfelk recommends - that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 881/0-8-0 (min. 0-1-8) 7 799/0-3-0 (min, 0-1-8) Max Herz 2 214(LC 12) Max Uplift 2 207(LC 12) 7 212(LC 9) Max Grav 2 881(LC 1) 7 799(LC 1) FORCES. (lb) Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/846, 3-4=-1097/592, 4-5=-956/588 BOT CHORD 2-10=-98611336, 9-10=-442/652, 8-9=-443/652 WEBS 3-10=-457/472, 4-10=-23/271, 5-10=-209/452, 5-8=-8881612 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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 Ot=lb) 2=207, 7=212. LOAD CASE(S) Standard PLATES MT20 GRIP 2441190 Weight: 110 lb FT = 10% I 1011.104 4:1 T— 01up ftp— pon-A Im,in "q.0olaf v 14 l.'rok ".*I Anthony T, Totnb-,) ill, PE to .-114 '1" ww, "'Oam. W Wq M 4 a Z 30083 4451 St, Lude Blvd. t FortPieice- FL 34446 RopfoopotoftfMi immot. inapt lam, 4pi*bded wAovllht -Hp Rool Trvs" WhopyLtomkoll(PI, Z"1" ` 11, 11 4x6 : 3x3 11 4x4 3x4 = 4x6 6x6 : LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1 TI 0.65 Vert(LL) 0.22 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC Vert(CT) 0.48 9-12 515 180 BCLL 0.0 Rep Stress Incr YES WB 038 Horz(CT) 0.03 6 n1a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.11 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 1 Row at midpt 4-7 Miiek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 2 882/0-8-0 (min. 0-1-8) 6 = 798/0-3-0 (min, 0-1-8) Max Harz 2 250(LC 12) Max Uplift 2 = 212(LC 12) 6 206(LC 9) Max Grav 2 882(LC 1) 6 798(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1520/856, 3-4=-1108/566 BOT CHORD 2- 9=-1060/1373, 8-9=-517f740, 8- 13=-518/739, 13-14=-5171739, 7- 14=-517/740 WEBS 3- 9=-504/546, 4-9=-220/634, 4- 7=-8751616 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h= 1 5ft; Cat. 11; Expr C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left 2) Provide adequate drainage to prevent water pending, 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 BCDI- = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=212, 6=206, LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 8 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 10% iWw k," M 11F11,01 -WW', 9N P11-4 P.1" 11",4404 * to k,,rO rk,q. Nu, t"44 .* 100 .4 rM 14 Anttiotly T. ToInto, ',IT, D,E. 4 0 M W164 (.WAtp 4451 St, Lucie Blvd, Fort Pierce, F1 34946 opy' ribI02016A Ikeel hus"i 1110#11im" Wfioftff, TOO. III, N. 1-0-0 0-11-11 2x4 0-11-11 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defi 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 115 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0,0 Rep Stress Incr YES W8 0,00 Hor-z(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP 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 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recomr-nenasthat '-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, Ton, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 0 .1" 1." W4, "'100a W tm r. mf-M. 0 4451 St, Lucie Blvd, FL34946ZEtoAnthmy r, Tombo U,P.F, Fort Pi fce, Fpyrighl 0 2016 A I toot Timm Anthoay 1, I.Mbo 111, ?.1, Repoilwice of Il devommi'm oly luffl, i PfOO'led 'thoul the waten Fewsm. from A -I Roof I'm" A411,401 1. lombo III, P1, I -u-u 9-11-11 1-0-0 0--if-41 3x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0D9 Vert(LL) 0.00 5 999 360 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 2 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommend I s I that - Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 7/Mechanical 2 130/0-8-0 (min. 0-1-8) 4 O/Mechanical Max Horz 2 35(LC 8) Max Uplift 3 = 6(LC 12) 2 66(LC 8) Max Grav 3 8(LC 3) 2 130(LC 1) 4 = 1 O(LC 3) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C, Encl,, GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Bearing at joint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, LOAD CASE(S) Standard C6 6 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 10% Anthony T. TQmlt 311, P E. a sea 4 . Iso" ' to Finivioloi 0 is, )—, Do 0.." ftli* 1;10 vi, 1.1ing 4"", . r,,Ww A N 1K v V, Win 1.0 k"n W W TO, I 'A' W . hiwniit 14 s 1,01 W*W4,V", Mloo, .4 0-4 mr, win mr.'A",n 0 4451 St. tude Blvd, Foil: %eicp, FL 34946Zh (*4'P0y6jhI 0 ?016 A I ROOF liusse, Whiny I'loialso III, P'I' hpobitiao ofibn koffitol, in DAY lwm, is Prohibited willicuttlit willien Fewssion lion A I ROOF Imses 1-0-0 2-11-11 I- 1 -- ---- I -- 0-06 2-11-11 2x4 _ F 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1.25 TC O.09 Vert(LL) -0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 3 - 70/Mechanical 2 - 187/0-8-0 (min.0-1-8) 4 - 36/Mechanical Max Horz 2 - 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 60(LC 8) Max Grav 3 = 70(LC 1) 2 - 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;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) t 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 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% wt_ - nsmg-11— Umhl!'— P"'i I 11V firth S:"ALM i 91"W TM MiF4t116N4 E?y9M dlT7,k-r153F iduMEllP Int" Win ko" K.0tt' W"a0"atrial!-k,r,)-q ttN4. ft AMnsl lsn,4W,t.E-id.—kIov"ii"- Udnlad-s'Ada w in, 100-u1 ll-I!%:MPQp(t'f.,Nd3 aa tnfahafkis-od.4:cirasf besyn(IPnse fe,i$e:ear Nsaa.xs adNnrlQhtttfeItkSn K[tA;9Yld MHll}tilMd l6 #Ft'N}ftftikUNIMYI#1f4: Nldl4 k1'1:41H:iiNMltl f+Nll. iAlN lt41. 'i6l kt:{A94flflMtl W,bt (NNhN:. LFIUMI"f /itithoilyT. Tombo.t., P.E. nee d wi rdImVaimlM dde hxx.,kkg"'4 -.1" Wkrt :d:h a .780083 nc6" x74ss:1ne we(maew. Al aes-v; zwrmlke tOh,af iaep xsa9 idaldge&adg[sa tatn iddt tm aena.KN rM s4efgfMMsusasrduamMfa MmNgwlals iP la5asu2 ssres h ates eK:en.ns teh:he:ym.tsss 3ezupna of Ls,, M.r.+fa"ra arcs 4451 St. Lucie Blvd. eYnx ss liken et nA3d 91A.W"xnng ll dl Mait Tohat esrg fapenaAC-F qe tANay #eyed aLss<.tS2m Eaterdal aiikq III; :IS4 aces uem#fastaIH-1- Fort Pierce, rl 34946 Copyijbi02016AItoot besses- AnihonyLlomboill.P.t. Repodo(ienofthisdomment,many totm,isptohihitedwiMaut [he WdaenPei mission hemA-I RoofImsses-AnthoayLln®Roill,P.C. 1 0-0 2 11-11 1 0 0 } _ _ -- -- - --- 2 11-11 - I 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 FBC2017ffP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 78(LC 8) Max Uplift 3 - 44(LC 12) 2 - 98(LC 8) 4 - 33(LC 9) Max Grav 3 - 70(LC 1) 2 - 187(LC 1 } 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;G-C for members and forces &t 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. h d o 3x4 — CSI. DEFL. in loc) I/deft Ud PLATES GRIP TC 0.17 Vert(LL) 0.02 4-7 999 240 MT20 244/190 BC 0.18 Vert(CT) 0.01 4-7 999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 11 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard litHq tiattrrixe{N}(»nstra'4-i t9C°fl1i;i3{"sfflEk".6C1Hk IiFMS t(' ptlL!E74i6!#(fkT'I ,h CX7M11i SMEAi`lHs. ft(As dedp{pmHHl witt,l atsef nlbc l(an19r43 fag:;[l0',Hal .tAµfl.i bV'Ff l0a 1'Amau- Udtts tHal+(a stave to rie lOU.Wr MAtff'gnfYH yMR4.nfli. S!iitrd fH na {th IbM ethl_4S IX7 ,htU{R tf&f!1.4. $jHl{Ih tRptkNj, te! S!H!!Nt log F MMlvro Mfgiz Itt 4wfit ttt51 mgntd N1t IQQ Mt. tflH fry-1.'kt dfliLt KSla/NCt Ileew}:HnaN1. SHliel%y xAntFarry T. TombIIi, aE,dti,Tfs4Win""lotwxtMdlxN.HlMdthb/x eH H$0083 IH AY ar ltt{ S#`Ite(iwTt(k`..k[k4'GN?%tMIFAs»(1#Nen eSatd jH/11 ttt 11 N!{Hlatl#HY/BAM iI(M fdd RP%p{C}j'{tjl tAl-0PVIpifIS{(A 11Hx1t!#tNMd {7 f M'eH eN Ndt we f>rmf e 1rH! r wt4SlmNttd. [h lrv$S4 S4R: W NH IS #ll ,!{'a Nul {ef', H.H1l14 Srftest sl UN(41 a1 e HI Ht{iIQH(W'v.O a( 1lt#tKs7lH.iK. I Tel SiMt!#2/tflHzfNA dif ME 9M f'1±1'!S: (<ttIpSY IetI ItSI fAIIdIIH.T1 it6;i kAMiHMH. eb Si 4451 St. Lucie Blvd, fart Pierce, Ft. 34946 fapyrilht(CttDldA-!Fool( tvsses Antbonyi.iomhoUi,P. t. Rep hainnofthisdotument,inany totm,isprohibitedwithoutThe wnYteoptwuioahomALL Roofltasses AnthonyLtambolll,p-E. Jack -Open 4 A0034685 WRCS04E AtRoofTrusses, Fort Pierce, FL Dsign@a1truss.corn Run: 8.120 s Nov 12 2017 Print 13. wo s Nov 12 201 t Me I eK MUSWO ID: UumEB PzQXokuWJ2P5W?E2TyuP 1 h-DELV1 eGbE9XaTfN_ 1- 0-0 3x4 -- LOADING ( pso SPACING- 2-0-0 CS1. DEFL. in loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.14 4-7 417 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,61 Vert(CT) 0.12 4-7 475 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( Ib1size) 3 127/Mechanical 2 263/0-8-0 (min. 0-1-8) 4 64/Mechanical Max Herz 2 117(LC 8) Max Uplift 3 = 79(LC 12) 2 130(LC 8) 4 55(LC 9) Max Grav 3 127(LC 1) 2 263(LC 1) 4 90(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= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 3, 4 except (jt=lb) 2=1 30, LOAD CASE(S) Standard 101NI 744"P-"' 'Q04r,' Arilhony T. TQ;nbo :U, 1. E 4451 St, Uxie Blvd, 6.*, e imot iq k" 61 pwm .0"I Te, lo,s' A"qa fw- " Wte 1,,*'q N" . 1"" Stoma ht- V oof weoei V'* War 14.4. th t Fort 12*rce, FL 34946 4 1 kootimms Airbony I Tomb. 111, PA, lepodocioft of th's h(emm"A 44V term, k pr*Mcd ahw the -mw "eapeoolloffiii IRoofIr .. f's Zt 7011611' 11 ' 114, WRCSG4E 1006 1 Half Hip Girder 10-0150-0 ........9-3-14 " - 137-12I -.1111---.....4-- --1-0-0 5-0-0 4-3-14 I _ 4--3-14 5x6 r= 3x4 :- 1.5x4 11 LOADING ( pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d TCLL 200 Plate Grip DOL 1,25 TC 0.35 Vert(LL) 0,04 7-8 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.53 Vert(CT) 0,09 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0,57 I Horz(CT) 0,02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.04 8-11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. MiTelk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/ size) 6 999/ 0-3-12 (min. 0-1-8) 2 889/ 0-8-0 (min. 0- 1 -8) Max Herz 2 = 105( LC 8) Max Uplift 6 277( LC 5) 2 232( LC 8) Max Grav 6 999( LC 1) 2 = 889(- C 1) FORCES. (lb) Max. Comp./ Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1686/416, 3-12=- 1390/385, 4-12=- 1390/385, 4-13=-1390/385, 13-14=- 1390/385, 5-14=-1390/385, 5-6=- 892/311 BOT CHORD 2-8=- 405/1512, 8-15=-400/1529, 7-15=- 400/1529 WEBS 3- 8= 0/340, 4-7=-439/270, 5-7=- 417/1504 NOTES- 1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=O, 18; MWFRS envelope); cantilever left and right exposed: end vertical left exposed; Lumber DOL=1 .60 plate grip 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 Ut=lb) 6=277, 2=232. 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 204 lb up at 5-0-0, 68 lb down and 89 lb up at 7-0-12, 68 lb down and 89 lb up at 9-0-12, and 68 lb down and 89 lb up at 11-0- 12, and 84 lb down and 86 lb up at 13-0-12 on top chord, and 122 lb down at 5-0-0, 50 lb down at 7-0-12, 50 lb down at 9-0-12, and 50 lb down at 11-0-12, and 62 lb down at 13-0-12on 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 13). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1. 25, Plate lncrriase=1.25 Uniform Loads ( plf) Vert: 1- 3=-60, 3-5=-60, 6-9=-20 Concentrated Loads ( lb) Vert: 3=- 165(F) 8=-1 15(F) 4=-67(F) 7=-44(F) 12=-67( F) 13=-67(F) 14=-84(F) 15=-44(F) 16=-44( F) 17=-50(F) PLATES GRIP MT20 244/ 190 Weight: 64 lb FT = 10% N t"' 4 4"", . N;mg 0 1,, K S:Kw §' *V k.,6r;;W as lek 1 '4 4pur 0 t4 00'4 .! We F04, .1.6,1 i,*"'ta W Mo. W t" A, A t. "W, 9 4451 St. Lucie Blvd. tepto6am.1 lk's 40(vow- ORYtom, is litolish'10 .00.1 the ntio pom"im hom A I AW Imsts Fart Pierce, Fl- 34946 1-0-0 13-2-0 1 A87-0-0 6-2-0 0-3- 4x6 - 3x4 4Macl-Load Dell. = 1/16 in 3x6 11 7-0-0 13-2-0 7-0-0 6_-2-0_ Y-3-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.07 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 115 BC 0.55 Vert(CT) 0.16 7-10 971 180 BCLL 0.0 Rep Stress Incr YES WI3 0.41 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 7-10 999 240 Weight: 59 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 4-10-12 oc; purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2 596/0-8-0 (min. 0-1-8) 5 = 512/0-2-12 (min. 0-1-8) Max Herz 2 141 (LC 12) Max Uplift 2 143(LC 12) 5 135(LC 9) Max Grav 2 596(LC 1) 5 512(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-813/459, 3-4=-6821501, 4-6=-482/405 BOTCHORD 2-7=-513/687 WEBS 4-7=-514/690 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11.60 plate grip DOL=11.60 2) Provide adequate drainage to prevent water pending, 3) This truss has been designed for a 10.0 psf 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=143, 5=135. LOAD CASE(S) Standard w% I IW Wfi'NUC MA. am a VAIC*051097' I.$ Wit, Mir P.O., .4 o,A'An .1% 1-0K, 10 'h AV`-1 I I" ", 11 10-1 Less Wien t" Wj"4 N .O' I! of"14 9 it. ROW, a4. M I Aii' hony T. Tombo AT, P.E. 30083 kw"th'" W'rt.V 4451 St, Lucie Blvd, khW I ca-W W.4 "44 lo, 01 W -MIt 41 N'P i4— 'i 'C! t- WN -I- SO" tV- 0 W *"'4 k5 WW'q W w - ifl I FW Nerce, FL 34946 Rpyngla 0 ?016 A I kocl bussm A01hoby 1, I.Mbo III, PJ' tepoklio, of 66 do(mal- *.y brm' is lifohibiltil .6001 tht W.Heo pciiimio. Im. A -I Roof Imm Whony T. IoioW III, PA. Zt 11 I -U-U 0-9 , , - _------ -i-00I9-0-0 j 4-2-0------- O-3!8 5x6 3x4 Dead Load Deft. = 1/4 in 40 3X4 1. 5x4 11 4- 9-14 9-0-0 13-2-0 4- 4-U 4-2-2 4-2-0 Offsets ( Xly)_- 3:034,0-274],l6:0-2-8,0-0-121 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defJ L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,59 Vert(LL) 017 7-10 955 360 TCDL 10.0 Lumber DOL 1,25 BC 0.82 Vert(CT) 0.40 7-10 405 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC2017/1 P12014 Matrix -MS Wind(LL) 0,26 7-10 61 0 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. M ife'lk re-c ommen- ds- that 'S' ta bi I izer's-a anrequired required cross bracing be installed during truss erection, in accordance with Stabilizer Installaticip_ 9yide, REACTIONS, ( lb/size) 2 596/0-8-0 (min. 0-1-8) 5 512/0-2-12 (min. 0-1-8) Max Herz 2 178(LC 12) Max Uplift 2 147(LC 12) 5 128(LC 9) Max Grav 2 596(LC 1) 5 512(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-637/314, 3-4=-513/392, 4- 6=-563/444 BOT CHORD 2- 7=-405/522 WEBS 3- 7=-216/334, 4-7=-536/701 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1511; 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) Provide adequate drainage to prevent water 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2= 147, 5= 128. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 60 lb FT = 10% W seal'Aes wt'I."' ksj, N.Injiv, WIN AA.V I I.k'T N 94 W14 . A, 100 W, tr M I !ht 0, " .-P., "44" Anthony .t.T, Tombo III, P1 10. 1',14,.".o(o-.O.. N r, VA !.4.0mik t. kw 0 to V #,.! hw 46, 0 N k' t.3 U'4W (W. "' k, —, axxx Re IN Wpe patHts W rN."I * Wit" (" W! tw'vW 'KW' "O'W t' In W WA .' 4-4 * Wov p'h.' Ir'I ""., V q-mtc W 0", 0 'k, 1", 4.P. , I— )t'lp mr— .1 Fu" 4451 St, krie Blvd. K) 2016 A I Root Irmts Arithoq I. lombo III, Kl' hlifrivara, of th's tommeni'm "I form, k VM oaorl Nitlravt Ilit -ften permmb io. m A IRoot lmws Aothon, 1, lomba III, fri, Fort Pierce, FL 34946 ZE I 3x4 :: 2x4 11 3x4 1.5x4 11 4x4 14 13-2-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 8-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.18 8-11 896 180 BCLL 0.0 Rep Stress Incir YES WB 0.58 Horz(CT) 0.01 6 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 8-11 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purfins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. M i T e-k -recommends- that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gui(cle, REACTIONS. (lb/size) 2 596/0-8-0 (min. 0-1-8) 6 512/0-2-12 (min. 0-1-8) Max Herz 2 = 214(LC 12) Max Uplift 2 143(LC 12) 6 = 150(LC 12) Max Grav 2 596(LC 1) 6 512(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (1h) or less except when shown. TOP CHORD 2-3=-7951391 BOT CHORD 2-8=-575/688, 7-8=-575/688 WEBS 3-8=0/328, 3-7=-757/634 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=S.Opsf; BCDL=5,Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf 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 at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1 43, 6=1 50. LOAD CASE(S) Standard Dead Load Deft. = 118 in PLATES GRIP MT20 244/190 Weight 62 lb FT = 10% Anthmy T. Tombo IF, ;1 F, z 80083 4451 St, Wow 61A. ro,t Pierce, FL A946 opytitithic) 7016A I 601hoss" Aftihoftyl. 640111 P1 Rcpodoiap 0 thn immi, M 0-V 14m, i, pohNitol .4001 the Rafhme' I 1.50 11 4 Dead Load Defl. = 118 in 5 3x4 1.50 11 6x6 - - 7-5-12 13-2-0 11-5-8 7-5-12 5 - -8-4 61318 LOADING pso SPACING- 2-0-0 CS1. DEFL. in loc) Ildeft L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0,57 Vert(LL) 0.07 7-10 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.18 7-10 904 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 5 n/a n/a 6 CDL 10.0 Code F BC 2017fTP 12 01 4 Matrix -MS Win d( L L) 0.12 7-10 999 240 Weight: 64 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING - TOR CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing, MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 596/0-8-0 (min. 0-1-8) 5 512/0-2-12 (min. 0-1-8) Max Herz 2 250(LC 12) Max Uplift 2 133(LC 12) 5 = 193(LC 12) Max Grav 2 = 596(LC 1) 5 = 5121LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-797/335 BOT CHORD 2-7=-586/689, 6-7=-586/689 WEBS 3-7=0/330, 3-6=-771/656 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h= I 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=1 33, 5=1 93, LOAD CASE(S) Standard Z Anthony T. tombo II!, ',),E X Z 8008" 0 4451 St. LucieBlvd. opyright C, 2016 A I k0of Imit, AflikQFy 1, Tombe 111, PT Rtpoktio of Ik's kumenf, m 49Y t4W 6 P;Qkht1td w1111091 tht *1i"e. PtWwoft how A I Root I-m Whon, T, Imbo III, PJ. Fort Pierce, It, 34946 -\ ", "—"" 1-0-0, - ----------- - ------ 1-0-0- 3-10-6 3-10-0 1-0-0 4x4 ---- 5mfu 1.5x4 11 2 Ck2X4 10 9 1.5x4 11 1.5x4 11 1,5x4 II TI 6 19 7 2-x4 1.5x4 I LOADING (psO SPACING- 2-" CS1. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.18 Vert(LL) 0.01 6-7 n1r 90 TCDL 10.0 Lumber DOL 1.25 BC OA2 Vert(CT) 0.02 6-7 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 7-81-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. M te,k--r-ec-ommen--ds---that , Stabilizers -and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 9 = 315/6-4-0 (min, 0-1-8) 10 = 209/6-4-0 (min. 0-1-8) 8 = 209/6-4-0 (min. 0-1-8) Max Herz 10 32(LC 17) Max Uplift 9 = 56(LC 8) 10 96(LC 12) 8 = 97(LC 13) Max Grav 9 315(LC 1) 10 272(LC 23) 8 = 272(LC 24) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/308, 3-4=-247/296, 4-5=-247/296, 5-6=-337/308 BOT CHORD 2-10=-258/375, 9-10=-258/374, 8-9=-2581374, 6-8=-258/374 WEBS 4-9=-303/306 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=116mph: TCDL=5,Opsf: BCDL=5.Opsf: h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left 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 ANSIITPI 1. 4) Gable studs spaced at 2-0-0 oc. 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) 9, 10, & 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 31 lb FT = 10% m t .101MKA, VUv 1`11 r, A(MojV'Wor t". (.* Wor r000Voo! M 1"4 Ath, . to, 1— D'up lo-q 1511! "d ft It", T 1.I, W P : to'.— j000 toot K wt'; 0.."1 14 odd Nt 'v, "", Anthony T. Tonibo Ill. P.E. aOO83 4451 St, uucie Blvd, E " I I— FoPktce, Ft 300 opy" ght of20'f6 AItoo[ luaus Av*oay 1, Tomlow III, P1 top, otlotim 0 this 4mottot '% ".% to,, 3s Foot i'ttd .44.1 11t, . r ,Tit, , 0 0, Ito. A I Pool Imm kolhtov 1. I.Ao 111 1`1 Z 10 0 7-870 8-8-0 1-0-0 3-10-6 3-10-0- 1-0-0 3x4 2x4 - - 5.00 112 3x8 11 1-0-0 1-1-1 3x8 11 LOADING (pso SPACING- 2-0-0 1 CS1. DEFL. in (loc) I/def! L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0*15 Vert'LL) 0,01 10-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 10-15 999 180 BCLL 0.0 Rep Stress Incr YES WEI 0,00 Hor7(CT) 0,00 2 n/a n/a BCDL 10'0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.03 10-15 999 240 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 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, iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installati n guide._ REACTIONS. (lb/size) 2 367/0-3-8 (min. 0-1-8) 4 367/0-3-8 (min. 0-1-8) Max Horz 2 = 32(LC 13) Max Uplift 2 209(LC 8) 4 = 209(LC 9) Max Grav 2 = 367(LC 1) 4 367(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf-, h= 1 5ft; Cat, It; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=209, 4=209. LOAD CASE(S) Standard 2x4 ---: PLATES GRIP MT20 2441190 Weight: 32 lb FT = 10% li, I* T!", h"r)'.'4JW' WIN Wk., I E to— %wIr' m' JTON'dw."' 'WO.ft, Too C-0, jWW'IW, —W-d r. M, 0,polk "W b";4'f0'4 . 111140 W, Mn III i. lwt"'P.-pw W*j'"Toos"00(oy AnIh-my 1. Tomlic, Ill, P1IN "e N, 1.1d" k'J. N i.40 0 tu It', 1* t W mi, I"o .4 IM T meydrre 00. -1164bo*4 IWM' Z 80083 V "t "i W,#, 100 colt. rwn' M ro—fm l;.d6"(.VAW WWI4'%oW 10Nw"Ww 11 WWI., P.. po- I-A"'V, n'- .4 *W("w 4451 St. Lucie Blvd. Too,., N',;' En— i, ACT V"' 1.0"JTT.r. • Fort Pierce, FL 34946 imm" t'n"y1m is plobsboed .0wifor wmep pefawophoffi)I I Roof lu,sw 4x4 - 5.00 [ ii 3X3 11 1,5x4 (I 3x3 11 1,5x4 11 1.5x4 11 3-9-4 6-1110 7-6-4 3-3-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0,05 10 999 180 BCLL 0,0 Rep Stress Incr YES WB O.09 Horz(CT) 0,00 9 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.02 10-11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 363/03-8 (min, 0-1-8) 9 = 363/0-3-8 (min. 0-1-8) Max Herz 11 = 97(LC 10) Max Uplift 11 126(LC 8) 9 126(LC 9) Max Grav 11 363(LC 1) 9 363(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11 =- 184/290, 5-9=- 184/290 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11 =1 26, 9=1 26. LOAD CASE(S) Standard c; A PLATES GRIP MT20 244/190 Weight: 43 lb FT = 10% Nr "y WA I 4W CUTS Kit, All Z- k,V -P-l " Stro *—; ll,"W --,Too M ftv'r0k,* I twa,# 10,0 *t,;kl 'I, tlir -tl_ 1.01;t mo."Wollm Antharly T, Tombo :H, P E. 0 U 1',",44 0 z $0083 V1001 M rw*l If* W164 (."," Wel to-imt, "OV, pth,w r, Tn,4 TA -&MO * P.." r4., 4451 St. Lude. Blvd, t Fort P!erce, FL 34946 t 0 (.Pl2016 4 1 k4olholm -Ardhorty 1. irrmbll III, PJ, Z 3-9:4 1 7-6-8 3-9-4 - 34_4 -- --- - 5.001 -12 1 3x3 4x4 K4 11 3x3 If - 1.5x4 If 3X3 11 1,5x4 II 1.5x4 II N-5-8 70 33-12 6-11 -0 7-6- LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.39 Vert(LL) 0.03 8 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 BC 0,25 Vert(CT) 0.06 8 999 180 BCLL 0,0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix MR Wind(LL) 0.03 8 999 240 Weight: 40 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. Mitek recommends thatt-St a-b ilizefs and - Irequiredcrossbracingbeinstalledduringtruss erection, in accordance with Stabilizer Installation guide. _ _ _ _ 1 111_1- I REACTIONS. (lb/size) 9 290/0-3-8 (min, 0-1-8) 7 = 290/0-3-8 (min, 0-1-8) Max Herz 9 = 97(LC 11) Max Uplift 9 73(LC 12) 7 73(LC 13) Max Grav 9 290(LC 1) 7 290(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-191/312, 4-7=-190/312 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7, LOAD CASE( S) Standard ski" w" fto, A* h "o W * To 4aa Ttgi h,* sp-rt, bo_a ASWNgx in tapfiW1 K -o., a 14 p ftw -f—ree "Wflomr * ot WT, e W.* P tmi"T0.1k, TOO,* k Ri Anthony T. TofntrD 1H, 1,E 1WNW,"fM., 0rW (" k'44 rW, itamen W kt,. r. d . 0111,1, Mptt 1- on h, 47 80083 Z 4451 St, Lude Blvd, t 0 MO A I toot 40'ses Arilhoot, I. I.Mbe 111, P.E. IftP1060ior, of lh, 40(mirt". eel for., i, plobAiltel ifto the w,toefi Foaozi" hem A I Roof linses Apthoof 1, lombo 111, R.E.Fort P* ce, FL 34946 3x4 - - LOADING (psf) SPACING- 2-00 CSI - DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.5 TC 0.79 Vert(LL) 0.12 4-7 711 360 TCDL 10,0 Lumber DOL 1.25 BC O.60 Vert(CT) 0-25 4-7 333 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n1a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.13 4-7 656 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTe krecommends that Stabilizers and required cross bracing be installed —during erection, in accordance with Stabilizer Installation guide. I Installation REACTIONS. (lb/size) 3 = 182/Mechanical 2 383/0-10-15 (min.0-1-8) 4 = 99/Mechanical Max Horz 2 116(LC 19) Max Uplift 3 = 101(LC 8) 2 164(LC 4) Max Grav 3 = 182(LC 1) 2 = 383(LC 1) 4 = 128(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=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 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=11.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ity down and 42 lb up at 4-2-8, and 38 b down and 42 lb up at 4-2-8 on top chord, and 8 b down and 7 lb up at 141-9, 8 Ity down and 7 lb up at 1-4-9, and 14 lb down at 4-2-8, and 14 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9) Load Deft. 118 in O ct; CV PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% 41 yl,," pla" U.'W 've. V. 111 W4 TIT, f r" 911Sn ' jt iay& T"s , (1pIrcy) (jq3ja 1- War kv P—M., " ,A it, 1— h1v N." jtv' W N kiraw I 1',eis 4, P E. te— *V 'e. , ,, an"! .41— 1104 aalFx To eaf Anthony?. Tomt,D 711, R.E. 1.*4 ' rk 'uloli'Aft' 0 a")—' N 0—% fia W*4 nt""' . N ;lyao 0 ut W, ' V, .4 ft Wo e'4uq 10 W, R 'y' *v—, 0 0 W .7 k4 of r. 1'" J" ivoft't M" W krn" At 4 " t'"044' 0 z aGO83 4451 St. Lucie Blvd, FaaearvtMask; ofak,^xu eN a uxNl h ai kaaas me aai Ik frost n Maas i5 ktl as fade Ctc. C au S m f ort P efce, il- 34946 61lynillo 0 7016 A 116001 busits Whopy 1, loratio 111. R.E. keptildvilkin of rh't doalffient in any la'al, is pury'll.ted anhoul Mt «tttten perrnmifl fly. A I 11W Ns" Wholly 1, llimb. 111, KE b7fl)- ... . . ... ... . 5-4-13 9-10 1 1-5-0 5-4-13 4-5-3 3x4 ---- LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 6-7 970 240 TCDL 10.0 Lumber DOL 1,25 BC 0.64 Vert(CT) 0.12 6-7 961 180 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0,02 5 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-84 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. Mife- k recommends ----,- that Stabilizers- and - - required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 4 138/Mechanical 2 540/0-9-13 (min, 0-1-8) 5 = 366/Mechanical Max Horz 2 152(LC 4) Max Uplift 4 91 (LC 4) 2 300(LC 4) 5 230(LC 8) Max Grav 4 = 138(LC 1 2 540(LC 1 5 366(LC I FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 11 =-1485/904, 3-11 =-I 417/911 BOT CHORD 2- 13=-961/1398, 13-14=-963/1406, 7- 14=-972/1415, 7-15=-951/1394, 6- 15=-969/1411 WEBS 3- 7=- 1381259, 3-6=- 1395/956 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat, 11; Exp C- End., GCpi=0,18; MWFRS envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL= 1,60 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 2=300, 5=230. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 38 lb down and 44 lb up at 4-2-8, 38 lb down and 44 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7- 0-7 on top chord, and 7 lb down and 8 lb up at 1- 4-9, 7 lb down and 8 lb up at 1-4-9, 13 lb down and 47 lb up at 4-2-8, 13 lb down and 47 lb up at 4- 2-8, and 36 lb down and 80 lb up at 7-0-7, and 36 lb down and 80 lb up at 7-0-7 on bottom chord. The design/selection of such connection device( s) is the responsibility of others, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back BY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lnr- rease=1.25, Plate lncrease=1,25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=-42, B=-42) 13=-5(F=-3, 6=-3) 14=- 17(F=-9, B=-9) 15=-71(F=-36, B=-36) Load DfA. PLATES GRIP MT20 244/190 1/ 16 in Weight: 39 lb FT = 10% Wit, Wlrlw— lrolf.* too 0 he Futi"J" I'v- " "W-101111 v N Is,* 0 ko, I ierA;nHxMEWW, rule I-, I —K- 0,440Ai — trirmq o* isAmbons, T. T0083 omb,,) N, P1, 0 8 4451 St. Lucie Blvd, Repoilvaissp of It's io(romtott"o eat form, is ploli'losifel Actit the -ttee pvtorwop from A-1 Roof Times Fort Pierce, FL 34946 Zt A0034697 IWRl,,G4F-_ 11-17VPj Dia - gonal - Ht - a Girder All -Roof fnisses, Fort Pierce, FL 34946 1-5-0 5-4-13 5-0 I 3x4 --_ Kuw a izo s Nov w zul t runt ts,wu s No% ID: UumEBPzQXokuwJ2P5W?E2TyuPl 10-1 4-5-3 5-4-13 9_10_1 5-4-1 3 4-5-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 6-7 943 240 MT20 244/190 TCDL 10.0 Lumber DOL 115 BC 0,64 Vert(CT) 0.12 6-7 961 180 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 5 n1a n1a BCDL 10,0 Code FBC2017rTP12014 Matrix -MS Weight: 39 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 4-8-4 oc purfires, BOT CHORD Rigid ceiling directly applied or 5-6-5 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 138IMechanical 2 = 540/0-9-13 (min. 0-1-8) 5 366/Mechanical Max Herz 2 194(LC 19) Max Uplift 4 91 (LC 8) 2 362(LC 4) 5 278(LC 4) Max Grav 4 138(LC 1 2 540ILC I 5 = 366(LC I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =-1 485/967, 3-11 =-1417/974 BOTCHORD 2-13=-1057/1398, 13-14=-1058/1406, 7-14=- 1055/1415, 7-15=-1030/1394, 6-15=-103511411 WEBS 3-7=- 157/ 259, 3-6=-1 395/1018 NOTES- 1) Wind: ASCE 7- 10; Vutt=l 50mph (3-second gust) Vasd=l 16mph; TCDL= 5,Opst; BCDL=5,Opsf; h= 1 5ft; Cat, 11; 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 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) Bearing at joint( s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 4 except (jt=lb) 2=362, 5=278. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 44 lb up at 4-2-8, 38 lb down and 44 lb up at 4-2-8, and 68 lb down and 89 lb up at 7-0-7, and 68 lb down and 89 lb up at 7-0-7 on top chord, and 48 lb down and 8 lb up at 1-4-9, 48 lb down and 8 lb up at 14-8,17 lb down and 47 lb up at 4-2-8, 17 lb down and 47 lb up at 4-2- 8, and 39 lb down and 80 lb up at 7-0-7 and 39 lb down and 80 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B)_ LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=- 42, B=42) 13=-5(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36) Wt 44, 4,," t_, " "' A W" . W, I,-h,,F k.N jiv, .4 N W., I fb 1, F t W., 1.1w 09,,: 04-wId'i . A, 10 .1, as uil Mrpexn8 . -ftw, 0 k rq*w oro",q "",4,144• NWe, e, Ik Iok tan OrIlt . W t* IM, .41"IMI Anthony T. TOM60 U!, a,F, M,,WWOWR, 1, W.,,, 0 Ik 14 Wu! 1104 rse 0 4, T lWI1ag!qaW to Fwitag6ts:gt A A: — e, W, ,tie, 100 of.pate: ut r"- 0 me10164 Wei, iW". tff, rm6,w ty ill W 40 -- 00 rei., It, 11Mro5le, 4451 SI, Wc1c Blvd, Pod P e t Ice, Ft.14946 AnfhoAyLlomholll,PJ, ki,prooluotop of An 00(mearm ooy loan, is polillded wilhool the -"eli ptiMmiop from A I Roof Irem hethDAYLTOM1,01101 Z I- -- --- 1-u-0- -- I --- -- - - — -- , '5 , -- - - -- ----- ---------------- 1-0-0 5-0-0 2x4 - 0 5-0--6 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0,03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,33 Vert(CT) 0.06 4-7 987 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a 6 CDL 10,0 Code F BC2 0 17fT P 1 2 0 14 Matrix -MP Wind(LL) 0.05 4 7 99 9 240 I Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M if6k recommends that Stabilizers - and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1271Mechanical 2 26410-8-0 (min, 0-1-8) 4 64[Mechanical Max Horz 2 104(LC 12) Max Uplift 3 78(LC 12) 2 66(LC 12) Max Grav 3 127(LC 1) 2 264(LC 1) 4 90(LC 3) FORCES. (lb) Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=116mph; TCDL=5,Opsf, BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Anthony T Tombo U4 Et, 0 r. ho it .! Wf,. 0 1k, "J04 W" Mil. 4 % 80083 4451 St. Lude BI,,d, Zh C", '7"016 4 1 bof Dosses Arthisifty 1, Irolso 111, N. Rtpodudiofl of this dowmmt,m any fe'so, is pkbilesi wdoo the .1ifleft pemssioA I'm k I Roof limes Aflihofty 1, lomto III, fit, Fart P;(,sce, FL 34946 Jack -Open 112 A0034699 WRCSr,4E Ai Raef Trusses, lign@)altruss,com HUn:8,IZUS NOVI;? 2011 Pnnt: d.IZUs Nov IZ;ZUII Milek ID: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-w9xH831 1- 0-0 _+ -17-0-0L. 117-0-0 3x4 -- LOADING ( psf SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.83 I Vert(LL) 0.10 4-7 811 360 TCDL 10.0 Lumber DOL 115 BC 0.70 Vert(CT) 0.24 4-7 344 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.20 4-7 416 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTelk recommends that -Stabilizers -and - required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. ( lb/size) 3 = 183/Mechanical 2 = 342/0-8-0 (min. 0-1-8) 4 = 90/Mechanical Max Herz 2 140(LC 12) Max Uplift 3 = 114(LC 12) 2 78(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 128(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Ut=lb) 3=1 14. LOAD CASE(S) Standard 8 Weight: 24 In FT = 10% Anthony T. Tornbo U!, ;).E. W. a ovi It- S+..! 1.4" i' IM "iws'lokflo, 0 ft 1— %, Whitt R"'M' . t4' i"ov. a N IV, 1, I: .0 r. 1.0 k.4.1 IM I 'k 4v"'Z 0 U. in W ... A.4 ',' 0 1" lasts. 1" 1-F,% t 4,41i 0 Z $0083 4451 St. Lucie Blvd, All Fort Pie,ce, FL 34946 Zt (opytight Q 2016 A I tool busst, Aolhohy I. I.Mbe III, Pi. Ropowto(tiop of lh's h(owl"Poat Imin,4p,ololoted without the wifloo plrmissioo bon A I Roof ir"Ses Wholly 1, TOAD III, P, I. c. 3x6 -- LOADING (pso SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL 10,O Lumber DOL 1.25 BCLL 0,0 Rep Stress Incr YES BCDL 100 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Mffek recommends that Stabilizers and ' required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb(size) 4 42/Mechanical 2 342/0-8-0 (min. 0-1-8) 5 231/Mechanical Max Horz 2 156(LC 8) Max Uplift 4 = 38(LC 12) 2 163(LC 8) 5 159(LC 9) Max Grav 4 42(LC 1) 2 342(LC 1) 5 231 (LC 1) FORCES, (lb) Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOR CHORD 2-3=-449/691 BOTCHORD 2-6=-946(413 WEBS 3-6=-4101885 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=S,Opsf; h=1 5ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 CS1. DEFL. in loc) I/defi L/d PLATES GRIP 0.85 Vert(LL) 0.34 6-9 246 240 MT20 244/190 BC O 97 Vert(CT) 0.30 6-9 280 180 WB 0.26 Horz(CT) 0.02 2 n/a n(a Matrix -MP Weight: 27 lb FT = 10% 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) Bearing at joint(s) 2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 2=1 63, 5=1 59, LOAD CASE(S) Standard 5fJirk RIAL qK A (""PM 011 ff 04' A. !"' hs'" TDO qr w' At ft lrs'k 1.0, tm' t't'14 wbloh* "OttIN vm! d OtNNwdi"K 1,31WoW$na,W1411 11iy, , ,F ho"tm, $ 0083 4451 St, Lwie Blvd, Fort M,,ce, FL 34946 Repod"(fisio.1 this immml, imy W., is pokbiled ahoirl The -1ten pt,rniwoo ho. A-1 Root Imsses Apthortyl, lomb. 111, N. LOADING (psf) SPACING- 2-0-0 L' 20.0 Plate Grip DOL 1.25 TCDL 10 O Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 1 50/2-0-0 (min. 0-1-8) 2 = 3712-0-0 (min. 0-1-8) 3 12/2-0-0 (min, 0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 10(LC 12) 2 26(LC 12) Max Grav 1 50(LC 1) 2 = 37(LC 1) 3 25(LC 3) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-- 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 fist 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 2x4 c;- CSI. DEFL. in (loc) I/def! Ltd PLATES GRIP TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 BC 0,02 Vert(CT) n/a n/a 999 WB 0,00 Horz(CT) 0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard qwm W#rt 1— 11 1 k)thony T. Tomto III, P. E. St. Lku" PIA F(g, H 14,)46 opyn4hi -t 2916 A I R401 I'me, I Imbo III, N, hpodo-011*o oowwfll moy 1w.''I F4*bdt4 .4.0 16" -o 1' "u.... Aoftpy 1 1400 111, P L41 ' 10 11 ", '1" 111" " 1"- 111 "' I'll, LOADING (ps, 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 1 Code FBC2017/TP[2014 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. lwfek- recommends that Sta b it i z ers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide, REACTIONS. (lb/size) 1 A 88/4-0-0 (min. 0-1-8) 3 74/4-0-0 (min. 0-1-8) 5 273/4-0-0 (min, 0-1-8) 4 2714-0-0 (min. 0-1-8) Max Horz 1 = 59(LC 12) Max Uplift 1 = 10(LC 12) 3 74(LC 1) 5 103(LC 12) 4 54(LC 3) Max Grav 1 88(LC 1) 3 = 50(LC 12) 5 = 273(LC 1) FORCES, (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-5=-2021338 NOTES- 1) Wind: ASCE 7- 10; Vult= 1 50mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat, 11; Exp C; Encl., GCpi=O. 18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DQL=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 2x4 - 1,5x4 11 1,5x4 11 CSL DEFL. in (loc) Well L/d PLATES GRIP TC 0.12 Vert(LL) n/a n/a 999 MT20 2441190 BC 0,06 Vert(CT) n/a n/a 999 W13 0.00 Horz(CT) 0.00 3 n/a n/a Mamx-P Weight: 12 lb FT = 10% 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 ANSIITPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except Ot=lb) 5=101 LOAD CASE(S) Standard U.* W4 J[Hlf RNUA, i,W t XWKAi MIN "t?Ek- xmoclvw'w '— w, O"r Wtxts' .4 trot w" P M, W', ,Nj D 04 1'1 A,*. 1 1 w* W, t t tft- votl OW, nt m% Anthony T, Tonibo INP f, ,E, Nt" k 80083 4451 St, Luc, Blvd, Foo rkt rfe' R 0946 kPlkoylTm6lll' PL 2x4 - 1.5x4 11 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/def! L/d PLATES GRIP TOLL 20-0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 BC 033 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 20 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tATek recommends that Stabilizersand required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 1 20415-11-6 (min. 0-1-8) 3 204/5-11-6 (min. 0-1-8) Max Horz I = 93(LC 12) Max Uplift 1 40(LC 12) 3 79(-C 12) Max Grav 1 204(LC 1) 3 204(LC 1) FORCES. ( lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vesd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 1 5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 0psf 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 kittiony T. Tumbo U!, P.E. M" 4. "4"Vft, ftw 0., 4451 St Luae elyd N—" 0.1k"M oiT Pwf(v, F 1 14940 ZiCopyrightc2016AIRootfwu" Othoey T, Tombellf, F.E. Itpod.3,00 ofthi'dowwRt m4q lqw'poh.ba'd .4401h, —ra Ff'Mmw1'WA I toot lww hthooyl. l000bolll P F, C> 6 2A LOADING (go SPACING- 2-" TCLL 0.0 Plate Grip DOL 1.25 TCDL 10,0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mifekrecommends - that "Stabilizers --and required cross bracing he installed during truss erection, in accordance with Stabilizer installation guide. I REACTIONS. (lb/ size) 1 17017- 11-6 (min. 0-1-8) 3 18f7- 11-6 (min.0-1-8) 5 434/ 7-11-6 (min. 0-1-8) 4 617- 11-6 (min. 0-1-8) Max Herz 1 131( LC 12) Max Uplift 1 1 I(LC 12) 3 18( LC 1) 5 168( LC 12) 4 13( LC 3) Max Grav 1 170( LC 1) 3 12( LC 12) 5 434( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=- 325/492 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=116mph; TCDL=S,Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=O, 18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60 2) 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 5 1, 5x4 11 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0, 39 Vert(LL) n/a n/a 999 MT20 244/190 BC 0. 23 Vert(CT) n/a n/a 999 WS 0. 00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 26 lb FT = 10% 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/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except Ot=lb) 5=1 68. LOAD CASE( S) Standard Anthony T. Ton*o Ifl, R.E. f. Z'weSif ftik *N 4111WA":* WIN I 49", W i saes VR" W.-O."A"W MAIM 4451 St. Lucie Blvd. ro", Pierce, R 34946 I 'JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 mom" 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 @ TIC 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 Bach Corner Jack's 1 (2) 16d Toe Nails 5, TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) FM Pwt(p, R 34446 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 BRAG,ING TQ THE BQTTQM GHQRQ I'-3'MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) END WALL TRUSSSES a 24' D.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING M r r r r r wilo-10=0JIM 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' OZ. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d J31'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALi BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE, NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE TRUSS AURAL TRUSS I __ a"TUD 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 s 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 r CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. t NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- Q.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' Q.G.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACHPIGGYBACK 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" Q.G. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 8d (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, warp -pane aax#r M't 16`<rf f4pt4S at<,Et^ KxA1#.'£a!i S , i Tcft;u"i31€'pY!ii' UAYt d`.#44(° Ora Y.tfi huge Mares n> w4 srt x u Pn'reu yr R*«a9 a4 a ax A [ k+c Nk t? +}krMxa n t+cW Mexia;f a n tA6 mh xl. wse Nsszt#a xwF `fl'nbec 3t rt {f,+eyna er da{.. ud u,'R++,x xaro:e,i ae rdaawnd er rcas..+µrcm,,t:.rm rvgr a+;.{.v •e ap,mawaswd,«r«tpt Reaapx r„+zparx t g:.araes. aa»ae ^nihony'. 1arnG c ;i3, ?.€. wt.0 AtMst attw.rAa ap.r as 2s avi h:Afl r 4" r.z n»aHs esc mz-tdlm 4n:;an m M:mr R.': w3 roe ra,w g<rG as 7t lk.e n+sdrt:'aa . Mt Haas+s. rtNrw4as,:nrye ,vnareP«w am n+m e a+..bNna .,. sl J0 3 S4 St t{Lf+ R."P1l tHkttYM:4PkS!NM.'H, }`a 1N MF'AtM N9 p*tk4M4 RtftuYt lxarp *vF"SFtikk k#UM RP i'; EM iFM$tpl!R0.rY,fll (Y¢I4@Rl t}4 SP 41'4,151 st lude Eilvd. cwe"s€Rt k,+.vran xarsMgx""ram k. c p"n, umH4 'S twss %;, v.xn a x;'[+,rx.ep M 3,+.,s,ars fwa dm* b*id+g 4@.}i r+t.nx, ¢<€,Y.«t±e. R, Ptx, i'1 eree, :;. 3 rfA5 4 ray t tNlk h- 1 a9 trotta+- kft,0 4 40t(, f.E";'A'bw . Ow Itt ."Oft peFmiw m, kom A-1 kwf lmifs 1 0 94.P1. JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 - A-1 ROOF TRUSSES 4451 ST t HOF RI VD FOI SECURE VALLEY TRUSS W1 ONE ROW OF 1 Od NAILS 6"O.C. FaIMENW-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- Q.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS, 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 ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24"O.C, (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES, WS45 (1/4- X 4,5-) WOOD SCREWS INTO EACH BASE TRUSS, Anthoay T Tornho M, P1 4451 Y, lax ie Ov,-, Rep"atio ol ilm-mi'm twk farm is voltiftif -Aul the wfto pmv4wo irv-lt 1140 Imso, Fon piemp, FL 34946 FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTI-06 m A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34W 772-409-1010 SECURE W/ ( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS L- I mit- m NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2, WOOD SCREW = 3'WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5, BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. P [-12 SEE DETAIL'A" BELOW (TYP,) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP MAX SPACING = 24"O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. Antfikny I 'uitnEl'Pl, W, *1w Well n— Wo- .4' w!w Nve FL 34946 blkyl0" p, Amk rl 1"4041 PA"I JULY 17, 2017 1 1 vrl\t-I-L- I \..?t- I LJL- I /-\IL- ( HIGH WIND VELOCITY) I STDTL07 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24"O,C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY 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. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE, CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCHCH BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) w" wt" ww. s' tso"o4 pyra., m"*: Oft k" U"ww W'wm"y\''pwmo' tftvolr": W"k*W'fw wm'' t4wl RI P AMhony T, lombo 111, Pf, T 140083 4451 S" tucle Blvd. Fuil (' i,me, FL 34Q40 FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL ( STDTL08 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6` O.C. VERY STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS 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 3X4 = PLY2X40 STO ESPFATNG TOHIBLOCK I SHEATHING pq DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION MA TO SECTION B-B 24' MAX, t MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. lOd 2, CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12, MAX. f NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C, f TRUSSES R 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6, CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 46' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE 10d NAILS, 9, DD NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10, 10d AND 16d NAILS ARE 0131'X311' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) IL SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES 1/3 POINTS MAXIMUM STUD LENGTH 20 SP #31 STUD 12" O.C. 3-8-10 5.6-11 6-6-11 11-1-13 2X4 SP #3 t STUD 16" Q.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP #3 1 STUD 24" O.C. 2-8-6 3.11-3 54-12 8-1-2 20 SP #2 12" Q.C. 3-10-15 5.6-11 6-6-11 11-8-14 2X4 SP #2 16" Q.C, 3-6-11 4-9-12 6.6-11 10.8-0 2X4 SP #2 24" QC. 3-1-4 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 90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. 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 A0 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9OX 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 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 IT -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 NAILS WEB 1( NAILS WEB I -BRACE T-BRACE SECTION OETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY 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 END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL NAIL S (031WITH (3)X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD USE METAL FRAMING -j 4 ATTACH TO VERTICAL ' ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) N12 X 3' WOOD SCREWS 0216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL 11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 r 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 51.1Q 0 N 148 81.4 74.5 64.6 63.2 52.5 Ki VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30• TO 60" THIS DETAIL IS ONLY APPLICABLE TO THE THREE ENO DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS I NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE 1 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' TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) 4101,164 .. ......... ..... .135 60 48 33 30 20 A- 1 ROOF TRUSSES In FORT PIERCE, FL 34946 772409-1010 LLJ THIS DETAIL SHALL BE USED FOR A CONNECTION z .128 49 38 26 25 17 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0 IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. .131 51 39 27 26 17 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE ME14BER ENE) AS SHOWN. 2 ' THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. 3) - 16d NAILS (0162' QlA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1,60: 3 (NAILS) X 37 (LB/NAIL) X ISO (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30* NEAR S11 TOP PLATE OF WALL Xj 11' FOR NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW TYP 2x2 NAILER ATTACHMENT I STDTLI3 t Is F-- A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 I .Z x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof r Mean Height, April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) 12 VARIES STDTL 14 4) 12d MAX 30" (2'-b"') 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON HS bww.{ Mnxanrap / serus 9n "!' Atli 4MJt4itt ifiAflx f.IFSM1t: RnN 4 {GaWLtli?S+.X,^t+AFM tr, ttex tP;t4ERr rocs. t«h bea g, e^ear: ak..M «ms w M+;rn 4nq bwro! TNWweae iu 4wt i '-sa»' Eg I.amr N.n+Mwr.fa WN..H amrH+wN aew i99, rNy A.,OonY i. Tomto iIT, P.E. rar,w o.x g 8W83 k Mbaa iYz9w*ap wantl*kR xpnp 0.t i q p€aeppa sdwtxMtfeeaA kMY t#n'sitnr Fli H0.5kAN[fMSNkkeipTxtt Aqr M`N4^ fi;tMmrt tp t»pasa.tswtA+rv'MC sr Eh+rgps,w,dx.px.rymrr aaQ i ssv MrMt<?sr. aw.st ebuenr Gape Aa nEeMmw a#+Ma ma{y0' sa .p Tp 4eyx @+„!'t^! `*-kT9 krtMgAeveyrt<.a Fats a—vpwxarmh*'da A#apMe,H arsr aeu kehM x'M ia°ib S,_ 31e49` _ toPYeigkf i`-t816ktRaal Gcxxs LCamWILP,E. 1a advUtae al iMik Aaramrr<t is as taem h red+§dt4 r.•iMaai Ma sines fa. +=vte, fi a 5.cg kft p N r @ pam+u aeOa Ai Asef TruGsarAaRkroxr f, lme 4o lli, P.t FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST, LUCIE BLVO, FORT PIERCE, FL 34946 772.409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) IS% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' QC, AS SHOWN 031' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED, WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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. J FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (14B' DIA. X 3') SPACED 6' Q.C. 2. THE ENO 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. NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.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 SLOPE C1 FOYER CLG! IV12A IT'- 4- A F,F,: 43'- M, 11 01) 2.5 GARAGE LEFT NOTE: Trusses are desiped for SHINGL"". Lf- I -ON,f- Notify truss manufacturer if material is other thanW-. NU I I, ALL I KUJS I U WALL ANUIUP( I J,(UJJ 10 LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE By BUILDER (UNLESS NOTED OTHER,MSE) NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO Z SHOW TRUSS I.C. AND TRUSS LOCATION ONLY. #gZ THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING g DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO SCSI-03 ANDiOR ENGINEER OF RECORD 9,1 REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING A' 13 7: 8' JUS26 j MSH422 C' TMI)26 K MUS26 61 THD2s TND26-2 T8028-2 fa JUS46 T Z-THANGERBYBUILDER LOADING ROOF FLOOR 1 WINO L0 AD LIVE LOAD # 20 ASCE 710 j _ tee 0150 MPH EXP C DEADLOAD101Z' o LIVE LOAD 10. CATEGORY 11 f 1 00 DEAD LOAD 10 ENCLOSED TOTAL LOAD FBC 2017 7: - 40Z DURATION FACTOR 1 2014 REVj DATE BY REMARKS 01 ' IZ, 15/2017 IT CODE UPDATE is - 1J E if Is w, 'Mood that above have been re,re edI 1 APPROVED 19 8, are Izb, lcatIon at trusses accepUtNe for the APPROVED AS TJC` I D elevatIons, pAches, ov,,rharqsl fascIas, ceimg REVI- SE AND RESUBMiT Z bearing RE)EC-0 i E e 4 oot < 16s & afl detail pelaoiN to this truss placement plan. NO i 25! Z, baci, &wgesanIl be accepted DATE-t wtIcul PHeovmtlen Z a-. approval from an A -I Roof Trusses ay IT ' a IPLAN DATE ARCH STRUCT: Z CUSTOMER 1 RYAN HOMES t.! 7 f -3 OU NAMI, bLAAAJI, A 'E' f OPTI^S) Z COMMNTY tR g LOT KENSINGTON RESERVE LOT 33 ez BLDG BLDG TYPE # 7 3 JOB H 73433 MASTER WRCSG4E DRAWN SCALE g, - z E S DATE 02/28/ 2017 fee A-1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409- 1010/ Fax 772-409-1015 11- E ,.. 1i COUNTY OF SEMINOLE IMPACT FEE STATEMENT e STATEMENT NUMBER: 18100009 DATE: November 14, 2018 BUILDING APPLICATION #: 18-10000900 BUILDING PERMIT NUMBER: 18-10000900 UNIT ADDRESS: HANWORTH LOOP 3763 17-20-31-5VC-0000-0330 TRAFFIC ZONE:022 JURISDICTION: SEC. TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT. OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3763 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE Single Family Housing ROADS -COLLECTORS N/A Single Family Housing FIRE RESCUE N/A LIBRARY CO -WIDE Singgle Family Housing SCHQOLS CO -WIDE Single Family Housing PARKS N/A LAW ENFORCE N/A DRAINAGE N/A Mr 705.00 1.000 dwl unit 00 1.000 dwl unit ORD ORD 54.00 1.000 dwl unit 91000.00 1.000 dwl unit AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES CGOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 705.00 00 00 54.00 9,000.00 00 00 00 9,759.00 Z-q f jq PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot33KensingtonReserveSeagateEGRE Builder Name: RYAN HOMES Street: 3763 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1660.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1384.00 ft2 b. Frame - Wood, Adjacent R=110 276.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2048.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2 6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(206.9 sqft.) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 406.8 a. U-Factor: Dbl, U=0.35 161,88 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40,00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4,379 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8, Floor Types (2034.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.102 Total Proposed Modified Loads: 53.65 PASSTotalBaselineLoads: 56.14 1 hereby certify that the plans and specifications covered by Review of the plans and le -TIRE syrA compliancethiscalculationarein Energy Code. specifications covered by this calculation indicates compliance 01 4 :z the Florida Energy Code. with PREPARED BY: ---- -- Before construction is completed DATE: this building will be inspected for 0 0 compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Co WE. OWNER/AGENT:_ BUILDING OFFICIAL: 916WDATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 915/2018 4:54 PM EnergyGauge ®R USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 Grant Mal& Clerk Of The Circuit Court & Comptroller Seminole County, FL IInst #20 08825 Book:9287 Page:1876; (1 PAGES) RCD: 112412019 3:15:56 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: j Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 2 4- NOTICE OF COMMENCEMENT Permit Number: BR18-004373 Parcel ID Number 17-20-31-5vC-0000-0330 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 33 of Kensington Reserve 3763 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest In properly: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (it applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: _22X Mitch ell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 B. 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 I year from date of recording unless a different date is specified) WARNING TO QhV_NER.. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary SignAfn" iol 0.ner or Lessee, or Ovwnarsignatory's s orLessee's (Print Name and Provide Signato's Tido/Offica) zed OfficeriDirector/ Partner/Manager) State of Elgrida County of Qrange The foregoing Instrument was acknowledged before me this Q:il""j day of JQ-4—N - Aq-i-9 by Dayng Milghell Who Is personally known to me CX OR Name of person Making statement who has produced Identification C1 type of Identification produced: .9 MaCrY Public State of Florida A VTSIGHMCOONALDMYCommission FF 925012 Notary Signature pR ExpifesiOtOW2019 REQUEST FOR TUG & PREPOWER AGRE EMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address:33_(4 1:31_ Building Permit Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I , This Tug/Pre-power application is valid only for one -and two -fancily dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise 07 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 thejurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe, 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of R6 nant f enanSignaturet JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes toPrintNanicof ?r r Signature f " et ontractor CGC1 5171 5r Gen. Contractor License ft Scott L Easterbrook - Palmer Electric i r_iilt —Name of —El. Contractor Signature of El, Contractor ECO003096 El. Contractor License # CALLED INTO: a Progress Energy o Florida Power and Light on _/_/. Rom 02/10/15) U P4 1 'VA ff aE RSAL ENGINEERING SCIENCES F"midinq lwj)o i1o1, - 111,1r) evwvv UES Project No: 0110,1700732.0000 Workorder No: 9432488-1 Report Date: 1/28/2019 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In-PIggg Qqnsily Ipst Report Client: Ryan Homes 4307 Vineland Road Suite H-16 Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing 3998,,BriSso—n-7Avenue, —11S-6SeminoleCounty, FL 32773 1. - UES Technician: Jorge L2 Rodriguez Date Tested: 01/28/2019 Area Tested: ' of 33 ( 3763 Hanworth Loop) Tie Tesl Material: -- F- ---- V — Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 =Top of Fill Laboratory: ASTM D1557 Modified Proctor 11 11 p 111 1111r,1111 I'll 11111;p111;1q1;11 I Test NV Locationof Test Range maximum Density Pcf) Dptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Fill Depth inch) Pass or Fail 1 South Footing Proposed 1-2 ft 105.4 122 104,5 12.7 99 N/A Pas! 2 West Footing Proposed 2-3 ft 105A 12,2 102,9 13A 98 N/A Pas: 3 North Footing Proposed 2-3 ft 105A 12,2 106.3 12.0 101 N/A Pass 4 Northeast Corner of Pad 1-2 ft 105.4 12.2 103,8 13,0 98 N/A Pas: 5 Southwest Corner of Pad 2-3 ft 105A 12.2 104,9 119 100 N/A Pas: Remarks: At time of testing footings had not been excavated. All densities done on pad area and proposed footing area. rn -,f, kt;,k , —+—) #- I fl— —4 '11 — — --" -4-0, —4 DESC.TPTION AS FURNISHED: Lot 33, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 rrough 92, Public Records of Seminole County, Florida, BOUNDARY FOR / CERTIFIED TO: Ryon Homes1NVR Inc. LOT 39 LOT 32 (z) CO 0 LOT 38 S 00*19'09" F 60. 00' 24-80' LOT 33 24,80' 10.00' 10,00, 26.20' 25.20' 25.20' I ___ - __ ____ - _ __ ___ __ ___ I - - 10' UTIL. ESMT, 4318.) S 00019,09 " E 60, 00' HANWORTH LOOP 50' PRIVATE RIW) LOT 37 LOT 34 PROPOSED = FINSHEO SPOT GRADE ELEVATIONS BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW PLOT PLAN AREA CALCULATIONS REAR = 20' IMPERVIOUS COVERAGE = 3,0261- SQUARE FEET OR 43.9/- SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 6,9001 SQUARE FEET SIDE = 7,5' FOR 60' LOTS9 PROPOSED FINISH FLOOR PER PLANS = 29.0' LIVING AREA CONTAINS 2,034± SQUARE FEET SIDE = 70' FOR 75' LOTS CONCILANAIIPORCH CONTAINS 5641 SQUARE FEET SIDE STREET = 25' CRUSEWHEYTH-SCOTT ASSVC, INC. - 1,,42VD SURKEVORS LEGEND - LEGEND - P PLAT PBI = POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277--3232 FAX (407)-658-1436 F FIELDTYP. TYPICAL 1p. IRONPIPE Ppr- PRINT OF REVERSE CURVATURE IR TRON ROD RICC, POINT OF COWWND CURVATURE NOTES: I . THE ONOERSIGNED DOES HERE BY CERTIFY 74AT THIS SURVEY OEM THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.M. CONCRETE MONUMENT BAD. RADIAL, PROFESSIOW SURVEYORS AND MAPPERS IN CHAPTER N-17 FLORIDA ABJVNSTRAMF CODE PURSLWIT To SECTION 472,027, FLORIDA STATUES SET LR, • IlZ' IR ./OLD 4596 N.R. NUN -RADIAL Z UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL, RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT YALID. REC. RECOVERED vp, VITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSP.O.& POINT OF BEGINNING CALC, CALCULATED P.O.C. • POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4* No UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UREM OTHERWISE SHOWN. CENTERLINE IF, FINISHED FLOW EL VATION N&D NAIL & DISK BSI_ BUILDING SETIN C11 LINE5 THIS SURVEY IS PREPARED FOR INC SOLE BENEFIT OF THOSE CERTIFIER TO AND SHOULD NOT RE RELIED UPON BY ANY 071JER FHOTY R/w RIGHT-OF-WAY ON BENCHMARK 6. DIUENWHS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.ESMT. EASEMENT 81B: •BASE REARING, DRAIN. DR 7 BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE HEWING (B.ET) VILL, • UTILITYATNAG 8. EUVAPONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CLFC. CHAIN LINK FENCE 1OFC, WOOD FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. C/B a CONCRETE IALCX PIC, • POINT OF CURVATURE P.T. POINT OF TANGENCYENCY wsc DESCRIPTION CERTH"IED RY: SCALE 1• 20 DATE OROFR No R RA D IUSARLE GTHLC PLOT PLAN 09-12--2018 5887' 18IDDT C CVtJORDA FORMBOARD FOUNDATIONIELEVS, 01-29-2019 644-19 C-B, CHORD BEARING I NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN tA. THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' TOMTD R 4714 ZONE 'X' MAP I 12117CO0,90F (09 _28_07) L, 1A1 1. SCOI T L.