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HomeMy WebLinkAbout3852 Crawley Down Lp 18-4374; NEW SFHE - , CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION j licat,qn No: Documented Construction Value: $ Job Address: 3852 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-1020 Residential Commercial Type of Work: New F X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR Inc dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: 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 FAILURETO RECORD A NOTICE OF COMMENCEMENT MAX 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 I,ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revise& June 30, 2015 Permit Application l so 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 it the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 r 10/25/2018 Signature at Igcn Date Tracy McDonald Print Owner/Agent's Name Signature of Notary -State of Florida ERk,F-A(4N LYNNE 11N 04090,49wY 14mGes qtWIPP14 , 10/ 25/2018 Signatu tj!or/Agent Date Tracy McDonald Print Contractor/Agent's Name 10/ 25/2018 Date signature ol'Notary-Skate of Florida Date N ( 00253 C QJ Owner/ Agent is _)(_ 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[j? Electrical Z Mechanical Plumbing[? --;r Gas[] Roof[] Construction Type: 4e, Flood Zone: i-L5 c — k- T T r H CD to TotalSqFtofBldg: $c>\ Min. Occupancy Load: lC- # of Stories: Z Occupancy Use: 29 New Construction: Electric - # of Amps Lop Plumbing - # of Fixtures Fire Sprinkler Permit: YesF1 No 9 #of [leads APPROVALS: ZONING: UTILITIES: ENGINEERING: OTC 12-4 I`IR1--`,: COMMENTS: ok to construct single family home with setbacks and impervious area shown on plan. a Fire Alarm Permit: Yes[] NoE WASTE WATER: BUILDING:_`_ Revised: Rine 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION f z4ApplicationNo: Documented Construction Value: $ 98,552 Job Address: 3852 Crawley Down Loop historic District: Yes No N Parcel ID: 17-20-31-5VC-0000-1020 Residential Commercial Type of Work: New EA 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 Phone: 407-692-9831 Street: 4307 Vineland Rd #1120 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: 51h Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1012512018 Signature ae!Ogon Date Tracy McDonald Print Owner/Agent's Name Signature of Notary -State of Florida Date Ry P41e, MEAGAN LYNNE FOWLER MY COMMISSION GG 063253 EXPIRES: January 17. 2021 ognorl Thn; 409el WACY S*r4ce$ Owner/Agent is Personally Known to Me or Produced ID Type of ID 10/25/2018 Signatu(44f cotrlstor/Agent Date Tracy McDonald Print Contractor/Agent's Name 10/25/2018 Signature of Notary -State of Florida Date PU4., mEAGAN LYNNE FOVIILER My COMMISSION# GG 063253 P tEXPIRES: January 17,2021 nrw 00get WWI 60rAGes Contractor/Agent is __X_ Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building F1 ElectricalEl MechanicalE] Plumbing[] GasE] Roof E] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes R No of Heads Fire Alarm Permit: YesF] NoEl APPROVALS: ZONING: UTILITIES: 1 6 WASTE WATER: ENGINEERING: FIRE: BUILDING:. COMMENTS: Revised: June 30,2015 Permit Application PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692-9831 Fax: 407.692.9821 Email: trmcdonaCo)nvrinc.com Property Address: 3852 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1020 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: W New structure F-1 Existing Structure (pre-2007 FIRM adoption) EJ Expansion/Addition F] 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) gn\ %mogu. w, pan" g gw\y,\' m g"'m-n-mg' ik, gggg"' ERIN' p 0, 11 M 8, 0 "'MN IN N* Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: El floodplain El floodway F-1 A portion of the parcel is in the: F-1 floodplain 0 floodway FEW The parcel is not in the: Wfloodplain E]floodway 0 The structure is in the: Elfloodplain E]floodway El The structure is not in the: EJ floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-4374 Reviewed by: Michael Cash, CFM Date: December 3, 2018 I I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & elit, 0 R , n V -18771— Landscaping in Right -of -Way www,sanfora.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 prop" 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 of 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 RnaavAatYbetaMe size and location of the existing right-of-way and use shall be provided or application could be delayed, 1. Project Location/Address: 3852 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: FX Driveway Q Walkway other: 3. Schedule of Work: Start Date Completion Date E] Emergency Repairs 4, Brief Description of Work: Construction of New Single Family Home — I This application is Prw"Ownw. /NV Signature: *V, Address: 43ACin by: Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 10/25/2018 Maintenance Responsibilitieslindemnification 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 repo qnd)frAerstand the above statement and by signing this application I agree to Its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: 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 pre -pour Inspection, Em- Official Use Only Fee: Date: Date: Date: Date: 1 3 ?Z It Date: November 2015 ROW Use Dnvewaypdt DESCRIPTION AS FURNISHED: Lot 102, KENSINGTON RESERVE., (is recorded in Plat Book 81, 1-'oyes r(-,,)Ijqh Public Records of Seminole County, Florida. PLOT PLAN FOR j CERTIFIED TO: Ryon Hor-nesINVR Inc. TRACT G CONSERVATION AREA WETLAND BUFFER) S 8904553 " W 68.35' LOT 103 5,86 D=28*2549" R=5151 00' L=2Z29' C=27.01' CB=N 79007'59" W 12.20' CURB 39,06' 49.86' LANAI o 30V LOT 102 LOT 101 PROPOSED MODEL Q) Cl) SUMMERLANO—K 2 CAR GARAGE LEFT ENTRY 7' 95' 21.3' DRIVE 25. 2C' 27. 7' To' UTIL. ES CIl 5' CONC. WA R-55. 00' CRAWLEY DOWN LOOP RIW VARIES) P, C. i,,'G, P()5LD -- ANSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT - 25'--* P f-) RAINAGE PLANS PLOT PLAN AK,3 CALCULATIONS REAR == 20' PROPOSED DRAINAGE FLOW 1 IMPERVIOUS COVERAGE - 2,3021 SQUARE FEET OR 34 77o SIDE 5' FOR 40' LOTSi, 1 1RAOINGTYPE A LOT CONTAINS 6,6371 SQUARE FEET SIDE - 7,5' FOR 60' LOTS ROPOSED VINiSH FLUOR PER PLANS .32. 0 1 ,; LIVING AREA CONTAINS 1,5481- SQUARE FEET SIDE - 10' FOR 75' LOTS CONCILANA1IPQRCH CONTAINS 754± SQUARE FEET SIDE STREET = 25' FYI IVA[ ESTER-SCOTT ASSOC., .1JVC- - LIJAID SUR 54(.0 E. COLONIAL OR, ORLANDO, FL. 32807 (4t)7)-277-3232 FAX (407) 658 14 5f5 P,O, t- a POINT ON LINE I I A'D TYP. TYPICAL NOTES; AN PIPE UC, POINT OF REVERSE CURVATURE 1. THE. UNMRSIONEV -ewupy CERTIFY THAT THIS suRvtr uan THE STANDARDS OF PRACTICE SET FORTH BY THE. F`IOkI(JA ROAR0 Of IRON POD P CJC. POINT OF COMPOUND CURVATURE PAD RADIAL SJ-17 FLORIDA ADAUNISTRATNE COOF PURSUANT TO SECTION 472.027, F1,0RIOA STATUES PROFESSIONAL SURVEYORSAt,,) MAPPERS IN CHAPTER , as CONCRFIE TJNUMCNT 1/2- LR /RLR 4596 N.R. NON -RADIAL. 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL-THIS SURVEY MAP OR COPIES ARE NOT VAUO, b RECOVERWPI WITNESSPOINT 3, POS SURVEY WAS PREPARED FROM TITLE (NFORUADON FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS 0 p POINT OF NE61NNIN(i CALC. m CALCULATED OR F4SIMENTS IMF AFFECT THIS PROPERTY, P REFERENCE MOHQMENT POINT OV COMHFN(X.K(NT RA 4, NO L14PERGROUNO IMPROVEMENTS HAVE BUCH LOCATED UNLESS OTHERWISE SHOWN, z I F. F.PERMANENT TOERLINEFINISHED FLOOR ELEVATION S THIS SURVEY 16 PREPARED FOR THE SOLE BENEFIT OF 71406E CERTIFIED TO AND SHOULD NOT Or RCUED UPON By ANY WHEN fNlfry unn volt. & D13V 9 , Sj. U D ILDING SMACKLINE B.M. BENCHMARK H. DIMENSIONS SHOWN FOR THE LOCATION OF (UPROVEA&NM HEREON SHOULD NOT HE USED TO RECONSTRUCT BOUNDARY UNCS ASE MEW OIL • ME BEARING 7, BEARINGS, AIZF BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASF BEARING (8.8.) DRAINAGE 8. ELEVATIONS. IF :; IIOWN. ARE BASED ON NATIONAL ocovEnc vrRn (> X OATVM OF 1929, UNLESS OTHERWISF NOTED. JTIUCI F(CHAIN (ANK FENCE9, FFNCE CERTIFICATE OF AUTHORIZANON No. 4596. C0W3?EiF DL.00K SCALE — I' - 20' INT CURVATURE IF PO NT QANGENGY CERTIFIED UY: DI .X DEs Rn 11riN 1ADIU% PLOT PLAN 09- 19-2018 14t i 'GTN iORC CV GRIT NORTH 61, Q0iNG1f1r0F1ERTY 00c" NOT LIE WITHIN 0 E,NAI715HE0 700 YEAR FLOOD PLANE AS PER "FIRM' CRUSE I NE' "C MAP I 12117CO09OF (09-28-07) J4.A- W SCOTT, RAS1 4801 10125/2018 SCPA Parcel View: 17-20-31-5VC-0000-1 020 oeif[ cfa Aft\<" covNITY, t, I 11101,101110, 11,101 1111 1 Parcel Information Propqrty-Record Card Parcel: 17-20-31-5VC-0000-1020 Property Address: 3852 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2019 Working 2018 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 52,000 Land Value Ag Just/Market Value 52,000 52,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 52,000 52,000 Tax Amount without SOH: $976.01 2016 Tax Bill Amount $976.01 Tax Esbrn,',itor Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified vac/Imp No Sales 10/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-1020 No Permits http://parceldetaii.scpafl.org/ParceiDetai I lnfo.aspx?PID= 1 720315VCOOOO 1020 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Traey McDanafd— ----- an agent of- NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific_permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney:_ 12/31/2019, License 11older Name: Scott James Faber State License Number: CGC1517157 Signature of License Holder: STATE OF FLORIDA COUNTY OF_Orange The foregoing instrument was acknowledged before me thi,,05 day of 200 18 , by Scott James Faber who is for o who has produced as identification and who did (did not) take an oath. Notary Seal) FDAILER Rev. 08.12) Signature Print or type name Notary public - State of Commission No. My Commission Expires: FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl02KensingtonReserveSummerlaridKGLS Builder Name: RYAN HOMES Street: 3852 CRAWLEY DOWN 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 (2626.7 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' 1 Number of units, if multiple family 1 c, Frame - Wood, Adjacent R= 11.0 28933 ft2 10. Ceiling Types (1 384O sclft.) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=30,0 1384,00 ft2 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c, N/A R= ft2 7Windows(234.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 Area Weighted Average Overhang Depth: 1045 ft. Area Weighted Average SHGC: 0.290 14, Hot water systems a. Electric Cap: 50 gallons 8. FloorTypes (1384.0 sqft,) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1093.00 ft2 b, Conservation features b. Floor over Garage R=110 291,00 ft2 None Glass/ Floor Area: 0.097 Total Proposed Modified Loads: 68.56 PASS Total Baseline Loads: 68,58 1 hereby certify that the plans and specifications covered by Review of the plans and S714 111 this calculation are in compli Energy specifications covered by this Code. calculation indicates compliance V0 with the Florida Energy Code. PREPAREDBY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as esigned," is in compliance Code, Florida Statutes. O' D withtheFloridaEnergyi" WT, OWNER/ AGENT: BUILDING OFFICIAL: 14/ 2018 Cmmpiianoer* qu|reaoertifiooUunhy%houirbond|ovunitmanufaoturyrU'adthemkhondkeronokmunequal0osna certified factory -sealed inaccordance with R4O3.3.2.1. 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 nogreater than G5V&CM50(R4V2.4.1.2). Compliance with aproposed duct leakage Qnrequires aDuct Leakage Test Report confirming duct leakage tooutdoors, tested inaccordance with ANS|/ REGNET/|CC 38V.ionot greater than U.O5UQnfor whole house. 9/14/20182:28pw sm=mysavnewuax naxeozonSection * 4no.4,11Compliant Software Page 1m4 SQ.FT. CALC.'S 1 IeT FLR LIVPV, CW 5Q. FT, 12ND FLR LI'ill- 1331 5Q, FT- OTA LJVT: 2,421 SG2, FT, SENTRY 35 So FT" GAR CE 459 SQ. FT. LANAI it O SGL FT, TOTAL 3,075 5Q. FT, EX —TER M450NRT 3$!Gi=TS W 5' $ 5Ra r7zzz/I LOAD 5RCs W4LL NON -ER,, WALL CCAPQ ENr AND CLADD CI MiU LOADS SAS C W D E7WOSkM FOR 3 SECOND QVMB CALL i ACE D®UY4ATDN ZONE 601FM WIND FOOTi36'-0' x 11-01 5 2a801-30Jb OriCrD 2 24 3DE0 DR 4 3Pi2131-32. i8 3 i 25-&4 5 28A51-3T.4b 4 33 f2J 25-5ti 5 21t3/-34E0 5 49 6080 YaD 5 2631/-3330 6 IT E2C>1 S5 a 2elA5/-30.55 WIND DESIGN CRITFRIA IJ- =80 B- MT-StJ PRE55SRE GOEi"FICZNT Ri5K GAT=_GORY•T't-PE it D. E?C/'.,?SURE LAT_!aORT' C NOTE: ALUE5 FOR CC!'3PaNaNT5 A .:LA:3D,'M's Pi:tE5euRE Aim 5ASED ON T+4E v2lt DE a xD SPEED. F50sT 4 ED /2037) ALL x 5 T E5E P7E55URE5 TO ESE 7g3L i, LiED 8Y 0.6 TO 7"--ET T»E ALLOWABLE OR NO!- i3*4AL TESTED vALUE5 UeED 5Y PRODUDT `i.4^e. AC'R:'rRERS. NOSE: iPR;OR TO CTT • ' L 9r`3TALLAT CH ON A" FW 1M. T1E R45" FLOOR ULL BE $PRATED A`V TIMATED UP WRATE' A TD; c TREAMV 5P947 i CABINET SECTION 1 I ca urt zrv'k- i i S I I I I u-A I ( !? 4 CLCv1 I I II II li II it I it I II60E0 GP I I 6X& F1 P057 TO 6-4' AfF. U OPT 4'-4' CLG. I j I f2) 25-5N DINETTE R Q GREAT ROOM ; ii nry 2' 1l 2 O u 2 r t 1 WT r. KITCHEN I Y 4•GLGv _'',q OPT 2-b i 4— m Ira -•? J' -IPi • 5 4 1 C PJT I•I flTLV STUDY ! y ; =* 5:- 4, r F OYER a e, pp Le 2 CAR_GARAGE 201- OIX201_21 e'- 4' CLf, ice_ 9'_!! CL- E Cf 2N'Df OGft v 1 1 f— ff ------------------- I 3: _---_.___. FIRST FLOOR PLAN SCALE: 114 = 3'-0' d L4X4 I 1 4) - ENTRY P05T v A A C N IT EC T a gG © M .! 1- 1 N. RONALD REAGAN 31YD. LONG WOOD, FL 32750 RN: 407-7T43078 W FY 407-7744978 AoaesiOO25.com AA. 0003325 iiiiiii oilI LINOMMOMMMURAF SVHDLV. 8c Lom KENSINGTON RESERVE LOT # 102) MODEL SUMMERLAND VF, RSION#01) PROJECT: R2065. 102 00001 PAGE: FIRST FLOOR PLAN ARC TECT STATE OF FLORIDA DATE: 9/121715 SCALE: 1 /4"= V— 0" SHEET 3 OF ( 9 OOWC187T AND CLADDM WIND LOADS BASIC WM E)7OetM FOR 3 SECOND QLM CALL 0 SQUARE 19D i" WW DESUNAT10N zorE 7 ----- -- I VG 5 25 6 3"-11 4 E - :55GRE 50 26b5/4"'B5 4 5 TEI' 2343/-3340 3cw,-5H 5EGM-% 4 261,5/-3L14 u-W ------ ----- ---- ------ 4 M&5/-31J4tEc"55 15 3OW-$,4 4 26b5/-3U4 ECF;E56-TIF"F I WIND DES I G N CRITERIA A. 5A6z W10 5f--FD MPH (3 SECOND GLI5T) VULT-150 / YAeCl-U. MPH B. FFRE66WRE CZI-: CENT— :8 r- RJeK CATEGORY-Tyf-F fl, D. 'EXPOSURE CATEGORY C NOTE: VALUES FOR Cl:tl T$ 4 CLAr;DW, PRE$-'"AJFZE ARZ BASED ON T-4E Wt Dr5lCe4 WIND SPEED, F5CM- P, ( TH ED, (2011 MULTIPLIED 5Y Of, TOLcueTHESEFIV. TO BE5TEO VALUES U6ED 5yMEETTHEALLOWABLEORNONAL L PRODUCT MA1XP4(-TUREf25 L MCOR 70 DRI"-L WALLAT,N ON ALL FROM Ef'BERS 2 -C',WMTkf FNJFLOORVALIaE6f)RAT120 AtC 7FSA7ED W WR47' A TERI7- 7LEATED $PRAY 11— 17 RISERS 16 TREADS 010" +1" NOSING I TO As 5WOUN ON SHEET 42' H*04 i WALL W WALL CAP MOR. RIO- 101 M- ERS n: w ?211 oc, 3/ 4' TI, $La FLOOR L 114 LEO` c -- 2x- 24' OG, MAX 2, 4 P.T. PLATE 6EOJ LV CU- KA!L.6 04- M STAIR SECTION: 9, -4 MG. SCALE: HIS = --' 041 5 -A' i -11 3 3 - 2' x 1 W SEA 61- 01 CLG' R PAN OlfNER' S SUITE W R'S BATH INER'S BATH DEL Alp LAY 'O' LAY V OACE ne 3 BEDROOM 2 ATH rLk, PT- BEDROOMA. rnz IA 7DRYiA71C i L- L - 2, DEL 57X 4.1 i x 31 oO 24 7 ROM cl) RE ROOM 4 jD 0" TO-Xb 12, OL, I 5L, 9- 4' 55,t-. W, STUD LOFT Ll - 2, xn -2, W-01 CLG, I.TlZ OF 57 R- D5L. STUD5T 7v o LAY R( T BATH 2 Ic CID L11E OF 67 FLOOR EEL' OLF 012V- 4' S E C 0 IN' D T FLOOR PLAITSCALE: 1/ 4 m I'-C' rA R C H I T E C T 3 ) IN RONALD REAGAN BLVD. LONG 000, FL32750 PN407474-6078 fAX 407-77" 073 AA * 0003325 P' SlUBDIV. & L. 0m, KENSINGTON RESERVE LOT # 102) MODEL• SUMMERLAND VERSION# 01) PROJECT#: R2065.102/ 00001 PAGE: SECOND FLOOR PLAN DATE: 9/12/ 18 scA.LE: 1/ 4"=I'- 0" SHEET 4 or 9 FORMR4O5-2U17 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl 02KetisiiigtonReserveSummerlandKGLS Builder Name: RYAN HOMES Street: 3852 CRAWLEY DOWN 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 fy 1 , New construction or existing New (From Plans) 9, Wall Types (2626.7 sqft.) Insulation oe 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 1,0 1264"_ 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 289.33 f12 10, Ceiling Types (1384,0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1384.00 ft' 6. Conditioned floor area above grade (ft') 2421 b, N/A R= ft2 Conditioned floor area below grade (W) 0 11, Ducts R ft2 7, VVindows(234.8 sqft.) Description Area a, Sup: Attic, Ret: Attic, AH: Main 6 605.25 Area Weighted Average Overhang Depth: 3.045 ft. Area Weighted Average SHGC: 0,290 14. Hot water systems a, Electric Cap: 50 gallons 8. Floor Types (1384.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0,0 109300 ft2 b, Conservation features b. Floor over Garage R=11.0 291.00 ft2 None Glass/Floor Area: 0.097 Total Proposed Modified Loads: 68.56 PASSTotalBaselineLoads: 68.58 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance wi the Florida Energy Code. specifications covered by this calculation indicates compliance with the Florida Energy Code. PREPARED BY: — ------------ -------- -- Before construction is completed DATE: . ...... _8_ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as esigned'is in compliance Florida Statutes. 0withtheFloridaEnergyCode. WF, CompUanuer*quimmnortifinatonbythoairhand|arunitmunufactunxthatthauirhandhuranu|ouumquo|UUeuao cerbfiedfoutory'oeaiad 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 nogreater than 6.5VACH5V(R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage 0moutdoors, tested inaccordance with 4N0/RESNET/|CS300'innot greater than 0.V5VOnfor whole house. 9/14/20182:28mm enmrgyoauqoOUSA 'r|anrs2nnSection n*no.4.1Compliant Software Page 1w* X01-:1k1fff PROJECT Title: Lott 02KensingtonReserveSu Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2421 Lot # 102 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3852 CRAWLEY DOW 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 V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume Blockl 2421 21062,7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage Main ---- ---- 291 W 11 0 0 1 2 Slab -On -Grade Edge Insulatio Main 115ft 0 1093 ft2 0 0.38 0,62 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul, (deg) 1 Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0,9 No 0 22.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 1384 ft2 N IN CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1384 ft2 0.11 Wood 9/14/2018 2:28 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Orat Adjacent To--Walf--Type- S pace Cavity Width Height Ft---In--.----F1 -- In Sheathing Framing Solar Below n Sof aArea _Fraction-----Ab -.,,--Gr de%-,- I W Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 015 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0,6 0 3 S Exterior Frame - Wood Main 11 29 6 8 0 236,0 f12 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 E Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0,25 0.6 0 6 E Exterior Concrete Block - Int Insul Main 4,1 40 6 9 4 378.0 ft' 0 0 OL 0 7 N Exterior Frame - Wood Main 11 29 6 8 0 236,0 ft2 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289,3 ft2 0 0.25 0.3 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft---", In FtIn - 1 S Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Prouosed orientation, Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Overhang Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0,35 019 N 45,0 ft' 1 It 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 W 2 Vinyl Low-E Double Yes 0,35 0.29 N 16.2 ft' I ft 0 in 10 It 10 in Drapes/blinds Exterior 5 3 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 f12 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 It' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 5 E 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 E 6 Vinyl Low-E Double Yes 0.35 029 N 16,2 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 7 N 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 If 0 in 1 ft 2 in Drapes/blinds None 8 N 7 Vinyl Low-E Double Yes 0.35 0,29 N 15,0 ft' I ft 0 in I ft 2 in Drapes/blinds Exterior 5 9 N 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 1 ft 6 in None Exterior 5 10 N 8 Vinyl Low-E Double Yes 0.35 0.29 N 32A ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA GEM 50 ELA EqLA ACH ACH 50 1 WholehQLJse Proposed ACH(50) .000359 2281.8 125,27 235.58 3229 6,5 9/ 14/2018 2:28 PM EnergyGaLlge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 C11 G'1 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Narne System Model # Collector Model Area Volume FEE None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [ ]Mar A r Ma [Xj Jun X Jul X Aug Se Oct Nov Dec Heatinf XJan X Feb [X) Mar Apr May [ ] Jun E Jul r i Aug f Sep Oct Xi Nov Dec HVentin [ Jan [ Feb X Mar X] A r Ma [ ] Jun l Jul Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/ 14/2018 2:28 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 Cogwk, A 111111111111m Q I Awl Mae ESTIMATED ENERGY PERFORMANCE INDEX* =1DD The lower the En Index, the more efficient the home. 3852CRAVVLEYDOWN L{]OP, 8ANFORD, FL, 32773 1. New construction or existing z. Single family mmultiple family o.Number "runits, omultiple family Number o, Bedrooms o. /xthis aworst case? m. Conditioned floor area ( ft') 7. vwnuuwa~ Description a. u'Fmnmc om. u~u,us sHuo: snmr~&on u' pacmc om.u~ o.oc sxoo: onoc=n.ue n. u-Factor: om. o=n.a* oVmo: o*Gc=0. 31 u o-Factor: wm S*ao: Area Weighted Average Overhang Depth Area Weighted Average onoc: o, Floor Types a, 8|wb-On' GraoeEdge Insulation Floor over Garage wm New ( From Plans) e. Wall Types nnumovn Area Single-family a. ' e p mw vvvon sxmnmrn=/ u zu oon` Concrete Block '|m|n,".Exterior n~4,1 073,30n2 cpmmo Wood, Adjacent p~110 zoo:n,r 4 o. N/A n= o` o C nnoTypes mm*oon Area No a.Under Attic (Vmnmu) n=oon 138*.00rr 2*21 u mm n~ n" Area o N/An= mx" Ducts/ ro 1 ov n n" m Sup: Attic, nvt:moo ^u: Main o 605.25 48.00 fiI zCooling systems xommr Efficiency W o, 04mft 0.290 Insulation Area n= no 1093. 00n2 n= 11 1, 0 2e1o0,p n= ft2 13. Heating systems u,Electric Heat mmp 14, Hot water systems a. Electric lo. mmservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code con -I featUtes. Builder Signature: Address of New Home: Date: 9/14/ 2018 kBtum Efficiency Cap: 50 gallons Note: This isnot aBuilding Energy Rating. |fyour Index isbelow 7lyour home may qualify for energy efficient mortgage (EEPW)incentives ifyou obtain aFlorida Ennrgy8ougeRating. Email EnergyGaugetech support ed tech support@energygauge, com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff, Label required by Section R303.1 .3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9n4/20182:28nw snnrgysa"o*OUSA -nanmum17 Section x4nou1Compliant Software Page |m1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 3852 CRAWLEY DOWN LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD, R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402,4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 1 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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDIVIA/CSA 101/1,S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors, 9/14/2018 2:28 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,11 .2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 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. R403.3.2A Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, R403,3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403,4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below WE (13°C) shall be insulated to a minimum of R-3. R403.4,1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by Sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1 . Heat trace temperature maintenance systems shall be in accordance with Section R403.5,1,2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible, R403.5,11.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systorm 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. 9/14/2018 2:28 PM EnergyGaLlgeCR) 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 rnm) 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 frorn the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual Solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south, R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means, Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7,11 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 CFM/WATT) RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 utility room 90 2.8 ofm/watt Any For SL 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 9/14/2018 2:28 PM EnergyGaUgeO USA - FIaRes2017 - 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 firnes 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: I 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. 11403.7.1.21 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 A 5 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.1 0 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 121.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/14/2018 2:28 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14, SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps, Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights, 9/14/2018 2:28 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSER VA TION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnerqyGaugo@ - USRCSB v6.0 9/14/2018 2:27:34 PM Page 1 of 1 Manual S Compliance Rert Job: LotlMensingtonReser.. wrightsofto poDate: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 4olect n ormation,- For: RYAN HOMES 3852 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 28349 Btuh Entering coil DB: 77.4°F Outdoor design WB: 76.2°F Latent gain: 5071 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 33421 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 32017 Btuh Latent capacity: 6367 Btuh Total capacity: 38384 Btuh Model: GSZ140421K+ASPT47D14A 113% of load 126% of load 115% of load SH R: 83% I Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 26869 Btuh Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 126% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7,2 kW 91 %of load Temp. rise: 70 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.2°F Capacity balance: 34 OF Economic balance: -99 OF wrightsoft, 2018-Sep-14 14:18:35 11- - 1.1 Right- SuiteO Universal 2018 18.0,27 RSU23828 Page 1 1- M ..dK(3LS1Lotl02KerisingtonReSer-VeSL[inmerlatidK(iLS.rup Calc - MJ8 House faces: S Component Constructions Job: Lot 1 Mensington Reser.. 06.03.15wrightsoft- Date: Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 roje, For: RYAN HOMES 3852 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Pesign Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 281N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insull R Htg HTM Loss Cig HTM Gain f? Btuh.lftl-'F ft'F/Btuh Btu h /W Btu h Btu h V Btu h Walls 12C-0sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs Blk wall, Stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 1213-0sw: Frm wall, r- 11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" ox. stud Windows 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.17 ft sep.); 6.67 it head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 it window lit, 1.17 ft sep,); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I ft overhang (5.3 ft window lit, 10.83 ft sep); 6.67 ft head ht 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window lit, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); I ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 216 0.091 13.0 2.52 544 2.35 508 e 381 0.091 13.0 2.52 960 2.35 896 s 194 0.091 13.0 2.52 489 2.35 456 W 351 0.091 13.0 2.52 885 2.35 826 all 1142 0,091 13.0 2.52 2878 2.35 2686 n 195 0.201 4.1 5.57 1084 4.37 851 e 362 0.201 4.1 5.57 2014 4,37 1581 s 59 0.201 4.1 5.57 330 4.37 259 w 324 0.201 4.11 5.57 1806 4.37 1418 all 940 0.201 4.1 5.57 5233 4.37 4109 271 0.097 11.0 2.69 729 1.75 475 n 5 0.340 0 9.42 49 12.4 65 n 15 0.350 0 9.69 145 12.2 183 e 15 0,350 0 9.69 145 34.0 510 s 30 0.350 0 9.69 291 12.4 372 W 45 0.350 0 9.69 436 34.0 1529 all 105 0.350 0 9.69 1018 24.7 2594 n 33 0.350 0 9.69 317 10,5 342 e 16 0.350 0 9.69 158 29.0 473 w 16 0.350 0 9,69 158 29.0 473 all 65 0.350 0 9.69 634 19.7 1288 n 48 0.620 0 17.2 824 16.9 812 s 12 0.350 0 9.69 116 12.2 146 F,#- wrilightsoft, 2018-Sep-14 14:18:35 Right-SuiteO Universal 2018 18.0,27 RSU23828 Page I ACCK .., dKGM Lot I 02Kens ington R eseiveSurn m er1andKGLS. rup Calc , MJ8 House faces: S Doors 11JO: Door, rntl fbrgl type 11 DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 coil ins, 112" gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-I 3 cav ins, gar ovr 20P-1 3c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh s 20 0,600 6.3 16,6 334 18.5 372 n 18 0.390 0 10.8 193 12,0 215 1384 0.026 38.0 0.72 997 1.41 1955 233 0M8 13.0 1.88 439 0.98 228 58 0.068 13.0 1,88 109 0.98 56 115 0.989 0 27.4 3150 0 0 Fk wrilghtsc),ftl 2018-Sep-14 14:18:35 Right-SufteG Universal 2018 18.0.27 RSU23828 Page 2 dK(3LS\L-otl02KerisirigtonReserve,ciummorlandKGI.S,rup Cale MJ8 House faces: S Summary Job: Lunouxanmoomnneso' V " ^^ ~ o^' ueuo10 Entire House By: oswrLe/ DEL AIR HEATING & AIR CONDITIONING uo,oun/ocuWAY, o^wponopL 3mnPhone: m7-nn/'zass For: RYAN HOMES 3852CRAVVLEYDOWN LOOP, SANFORD.FL32773 Notes: OPTION BATH 2@BED4 RVSD/20-2017NMB L.S. 10- 18-17SRP LS.9-1418SRP esig Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside clb 42 IF Outside db 93 IF nukdedb 70 ,F | rmNadb 75 IF DeoignTD 28 ,F Design TD 0 IF Daily range M Relative hurniclity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21085 Btuh Structure 19978 Btuh Ducts 5775 Btuh Ducts 8377 Btuh Central vent (Ocfm) 0 Btuh Central vent (Oofm) O Btuh qmne) none) Humidification 0 Btuh Blower U Btuh PipigQ U Btuh Equ/pmom|uad 26889 Btuh Use manufacturer' adata y Rate/swing muk| iar Equipmen uonui*|oud 1.00 28349 Btuh Infiltration Method SimplifiedLatent Cooling Equipment Load Sizing Construction quality Average Fireplaces O Structure 3297 Btuh Ducts 1774 Btuh Central vent (Oofm) U Btuh HeaUng CouU!Bl none) A h 242l y4ul Equipment latent load 5071 Btuh Nd 21167 21107 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 33421 Btuh Equiv. AVF(ofm) 145 74 Req. total capacity e1O.O1SHR 2.8 ion Heating Equipment Summary Cooling Equipment Summary Make G`~—'-- Mfg. Make Goodman Mfg Trade N|TROL; AMANAD|ST|... Trade GOODMAN; JAN|TROL;AMANAO|GT|... Model 1K Cond AHR|ref :8242633 Cu|| ASPT47D14A AHR|ref :8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 158EER Heating input Sensible cooling 31185 Btuh Heating output 38000 Btuh @)47°F Latent cooling 7315 Btuh Temperature rise 27 OF Total cooling 38500 Btuh Actual air flow 1283 ofm Actual air flow 1283 ofm Air flow factor 0.04 cfm/Btuh Air flow factor 0.04 cfm/Btuh Static pressure 0. 40 in H2O Static premuura O 40 n H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point 34,F Backup: Input = 7kW, Output 24538Btuh. 100AFUE Calculations approved by ACCA to meet | requirements of Manual J 8thBi 2n`o°rww. m.ns x/om'sv^ wmUniversal m1am,o.mnou2382u Page A-Cw... uxeuaux/oaxnow" omnnm"m"ov=mum"vxummvcalc~wm House faces: s d, wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 GO01,13CO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 1 02Kensington Reserves Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed Wall 273.0 ft 53.0 It 3 Room height 8.6 It 9.3 tt heat/cool 4 Room dimensions 1.0 x 576.8 If 5 Room area 2463.8 It2 576.8 it' Ty Construction number U-value Btuh/ft2-1F) Or HTIVI BtuWft') Area (e) or perimeter (it) Load Blob) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/PIS Heat cool Gross N/P/S Heat Cool 6 12C-Osw OMI n 2.52 2.35 236 216 544 508 0 0 0 0 2A-2om 0,340 n 9.42 12.44 5 0 49 65 0 0 0 0 2A-2om 0.350 n 9.69 12.19 is 0 145 183 0 0 0 0 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 275 195 1084 8151 154 121 675 530 1 2A-2orn 0350 n 9.69 10.46 33 0 317 342 33 0 317 342 2A-2omd 0.620 n 1717 16.92 48 0 824 812 0 0 0 0 12C-Osw 0.091 e 2.52 235 396 381 960 896 0 0 0 0 2A-2om 0.350 e 9.69 33.98 15 0 145 510 0 0 0 0 13A-2ocs Blk wall, s 0.201 a 5.57 4.37 378 362 2Ot4 1581 303 287 1598 1255t-G 2A-2om 0.350 e 9,69 28.96 16 0 158 473 16 0 158 4-13 0.091 s 2.52 2.35 236 194 489 456 0 0 0 0 T=12C-Osw 2A-2orn 0.350 s 9.69 12.19 12 12 116 146 0 0 0 0 1 2A-2orn 0,350 s 9,69 12.41 30 25 291 372 0 0 0 0 t-D 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 79 59 330 259 37 17 96 75 Rjo 0.600 s 16.62 18.51 20 20 334 372 210 20 334 372 T-6 12C-0sw 0.091 w 2.52 2.35396 351 885 826 0 0 0 0 2A-2orn 0,350 w 9.69 33.98 45 0 436 1529 0 0 0 0 t-G 13A-2ocs Blk wall, s 0,201 w 5.57 4.37 341 324 1806 1418 0 0 0 0 2A-2om 0,350 w 9.69 28.96 16 0 158 473 0 0 0 0 p 12B -Osw 0.097 2.69 135 289 271 729 475 121 103 278 181 L-D 11DO 0,390 n 10.80 12.03 18 18 193 215 18 18 193 215 G 1613-38ad 0,026 0,72 1.41 1384 1384 997 1955 6 6 4 8 F 20P-13c 0M8 1,88 0.98 233 233 439 228 0 0 0 0 F 20P-13c 0.068 1,88 OM 58 58 109 56 0 0 0 0 F 22A-c[A 0M9 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 228 Envelope loss/gain 16704 15002 5106 3224 12 a) Infiltration 4391 1421 929 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 1 21095 19973 1 6035 4444 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21095 19973 6035 4444 15 Duct loads 27% 42% 5775 83T7 28% 36% 1690 1600 Total room load 268691 28349 7725 6044 Air required (cfm) j- 1283 1283 1 1 3691 274 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, fia- 2018-Sep-14 1418:35 Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 1 dKGLS\ Lot I 02Kens ington R esery eSurn m erlandKGI-S. rUP Galc = MJ8 House faces: S wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, Ft_ 32771 Phone: 407-831-2665 Job: Lot 1 02KensingtonReserveS... Date: 06,03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38,0 it 11.5 it 3 Room height 9,3 It heat/cool 9.3 it heat/cool 4 Room dimensions 13.0 x 25.0 it 1.0 x 155.0 it 5 Room area 32b.0 R2 lb5M It2 Ty Construction U-value Or HTM Area (it,) Load Area (ft2) Load number Btuh/ftl-'F) 13t ft2) or perimeter (ft) Bt ih) or perimeter (ft) Binh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12C-Osw 0.091 n 2.52 2,35 0 0 0 0 0 0 0 0 2A-2orn 0.340 n 9.42 12,44 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0, 0 0 13A-2oGs Alk wall, s 0.201 n 5.57 4.37 121 73 408 321 0 0 0 0 1 2A-2om 0.350 n 9,69 10,46 0 0 0 0 0 0 0 0 2A-2oind 0.620 n 17,17 16,92 48 0 824 812 0 0 0 0 12C-Osw 0.091 0 2.52 2.35 0 0 0 0 0 0 0 0T--G 2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2orn 0.350 e 9.69 28,96 0 0 0 0 0 0 0 0 0.091 s 2,52 2.35 0 0 0 0 0 0 0 0 tl12C-Osw 2A-2om 0.350 s 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12,41 0 0 0 0 0 0 0 0 T--D 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 11j0 0.600 S 16.62 18,51 0 0 0 0 0 0 0 0 T--G 12C-Osw OM-1 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2orn 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 T-6 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 233 233 1299 1020 107 91 507 398 2A-2orn 0.350 w 9.69 28.96 0 0 0 0 16 0 158 473 R 12B-Osw 0.097 2.69 1.75 0 0 0 0 168 168 451 294 L-D 11DO 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1,41 0 0 0 0 0 0 0 0 F 20P-13c R068 1.88 0.98 0 0 0 0 0 0 0 0 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpI 0.989 27.40 OM 325 38 1041 0 155 12 315 0 6 c) AED excursion 174 199 Envelope loss/gain 3573 1978 1431 1364 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 1 0 Subtotal (lines 6 to 13) 42.39 3394 1633 1429 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 3394 1633 1429 15 Duct loads 1 28% 36% 1187 1222 28% 36% 457 514 Atotal room load 5426 46161 2090 1943 Air required (cfm) 259 209 100 88 Calculations approved by AGGA to meet all requirements of Manual J 8th Ed. Right-SuiteO Universal 2018 18.0.27 RSU23828 2018-Sep-14 14:18:35 Page 2 dKGI-S\LotlO2KensingtonReS8rVeSLIMmerlandKGLS.rup Calc - MJ8 House faces: S d, Job: Lot I 02Ken sing ton ReserveS... rF wrightsoft, Right -JCS Worksheet Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 I Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It MO It 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 Room dimensions 4.5 x 8.0 It 16.5 x 13.5 It 5 Room area 36.0 ft2 222.8 ft' Ty Construction number U-value Btuh/ft?-fl Or HTM 5 tU[Vft2) Area (ft2) or perimeter (ft) Load 0tUh) Area (ft2) or perimeter (ft) Load Bt h) Heat Cool Gross N/P/S Heat cool Cross NIPIS Heat Cool 6 12C-Osw 0.091 n 2,52 2,35 0 0 0 0 132 117 295 275 2A-2orn O.340 n 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12A9 0 0 0 0 15 0 145 183 6 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 1 2A-2orn O.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 n 17.17 18.92 0 0 0 0 0 0 0 0 12C-0sw 0.091 e 2.52 2.35 0 0 0 0 108 93 2.34 219 t-G 2A-2om 0.350 e 9.69 33.98 0 0 0 0 15 0 145 510 T--G 13A-2ocs Blk wall, s 0,201 e 5.57 4.37 75 75 416 326 0 0 0 0 2A-2orn 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2,52 2.35 0 0 0 0 0 0 0 0 2A .2o 0.350 s 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 42 42 234 184 0 0 0 0 t--D I IJO 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 t-" 12C-Osw 2A-2orn 0.091 0.350 W w 2.52 9.69 2.35 33.98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t---G 13A-2ocs Blk wall, s 0.201 w 5.57 4,37 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 P 12B-Gsw 0.097 2,69 1.75 0 0 0 0 0 0 0 0 L--D 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P-13C 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c OM8 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0M9 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 29 121 Envelope loss/gain 997 491 981 1380 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1 0 1 600 Subtotal (lines 6 to 13) 1216 562 1431 2356 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12161 562 1431 2356 15 Duct loads 28% 36% 340 2021 26% 118% 377 11241 Total room load 1557 764 18099L wo Air required (cfm) 741 35 n86 ZI5707] Calculations agproved by ACCA to meet all requirements of Manual J 8th Ed. 4- 2018-Sep-14 14:18:35 Right -Suite@ Universal 2018 18.0.27 RSU23828 Page 3 dKGLS\Lotl 02KensingtonReserveSummerlandKGI-S.rup Calc - MJ8 House faces: S J11- 9w wrightsoft, Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot I 02Kensington ReserveS... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIG MASTER BATH 2 3 Exposed wall Hoorn height 5,0 It 8,0 it heat/cool 10.5 It 8.0 it heat/cool 4 Room dimensions 5.0 x 5.5 It 1.0 x 102.8 It 5 Room area 2Z5 IV 102.8 IV Ty Construction number U-Value Btuh/ftl-'F) Or FITM ntuh/ W) Area (ft2) or perimeter (ft) Load Btuh) Area (w) or perimeter (fl) Lead Bt h) I Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12C-Osw 2A-2om 2A-2om 0.091 0,340 0.350 n n n 2.52 9,42 9,69 2.35 12.44 12.19 40 0 0 40 0 0 101 0 0 94 0 0 36 5 0 31 0 0 78 49 0 72 65 0 1 V 13A-2ocs Blk wall, s 2A-2am 0.201 0.350 n n 5.57 9.69 4.37 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--,G 2A-2omd 12C-Osw 2A-2om 0.620 0.091 0.350 n e e 17,17 2.52 9.69 16.92 2.35 33.98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I L-6 13A-2ocs Blk wall, s 2A-2om 0.201 0.350 e a 5.57 9.69 4.37 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VL 12C-Osw 2A-2orn 2A-2om 0.091 0,350 0.350 S s s 2.52 9.69 9.69 2.35 12.19 12.41 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 -D 13A-2ocs Blk wall, s 1 IJO 0.201 0.600 s s 5.57 16.62 4.37 18,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2orn 13A-2ocs Blk wall, s 0.091 0.350 0.201 w w w 2,52 9.69 5.57 2.35 33.98 4,37 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 121 0 0 113 0 0t---G 2A-2orn I 2B-Osw 0,350 0.097 w 9.69 269 28.96 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0,72 1.41 28 28 20 39 103 103 74 145 F 2OP-13c 0.068 1,88 0,98 0 0 0 0 0 0 0 0 F 2OP-13c 0,068 1.88 0,98 0 0 0 0 0 0 0 0 F 22A-cp! 0'989 27,40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 22 Envelope loss/gain 121 1251 322 373 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 Of Subtotal (lines 6 to 13) 196 150 479 424 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 1 501 479 424 15 Duct loads 261% 481/. 52 71 26%, 4 126 202 Total room load 247 22 11 606 627 Air required (cfm) 12 10 29 28 Calculations a2proved by AGGA to moot all requirements of Manual J 8th Ed. ia- vyr 2018-Sep-14 14:18:35 Right-SuitoO Universal 2018 18 0.27 RSU23828 Page 4 dKGLS1Lotl02KensingtonReserveStimrTierlandKCLS,rL)I) Calc - MJ8 Howse faces: S d I Job: Lotl 02Kensington ReserveS... rF wrightsoft, Right-JO Worksheet Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CPNDITIONING 531 GODISGO WAY, SANFORD, FL 32771 hone: 407-831-2665 I Room name MASTER W.C. BED 2 2 Exposed wall 9,0 If 10.5 it 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.5 ft 13.0 x 10.5 It 5 Root it area 19.3 JP 136.5 It2 Ty Construction LI-value Or HTM Area (tv) Load Area (fr) Load number Btuh/fV1-'F) Btuh(ft) or perimeter (Q) Btuh) or perimeter (it) BtUh) Heat Cool Gross N/P/S Heat cool Gross N/P(S Heat cool 6 12C-0sw 0.091 n 2.52 2.35 28 28 71 66 0 0 0 0 2A-2om 0.340 n 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0,350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A,2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 1 2A-2orn 0.350 n 9,69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 n I7.17 16.92 0 0 0 0 0 0 0 0 t--" 12C-Osw 0.091 0 2.52 2,35 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0 t 13A-2ocs Blk wall, s 0, 201 e 5.57 4,37 0 0 0 0 0 0 0 0 G 2A-2om 0,350 e 9,69 28,96 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9,69 12.19 0 0 0 0 0 0 0 0 2A-2orn 0,350 s 9.69 12.41 0 0 0 0 0 0 0 0 Ur! 13A-2ocs Blk wall, s 0.201 s 5.57 L37 0 0 0 0 0 0 0 0 Rig 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 T--,(, 12.C-Osw 0.091 w 2.52 2.35 44 44 ill 104 84 69 174 162 2A-2om 0.350 w 9.69 33.98 0 0 0 0 15 0 145 510 t_G 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 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 12B-0sw 0.097 2,69 1.75 0 0 0 0 0 0 0 0L-D 11130 0,390 n 10,80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P-13c 0068 1,88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1,88 0.98 0 0 0 0 0 0 0 0 F 22A-rpl 0.989 27.40 000 0 0 0 0 0 0 0 0 6 c) AFD excursion 12 185 Envelope loss/gain 195 185 418 10,50 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 01 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 331 229 575 1101 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 229 575 1101 15 Duct loads 26% 48% 87 109 261/. 48% 152 525 Total room id 418 338 1 1 727 1627 Air required ,fm) 201 151 351 74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2018-Sep-14 14:18:35 Right -Suite® Universal 2018 18.0.27 FISU23828 Pages dKGLS\ Lot I 02Kens ington R esery eSum m erlandKGLS. rup Gale , MJ6 House faces: S A.L. FF wrightsoft' Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FI, 32771 Phone: 407-831-2665 Job: Lot I 02Kensington ReserveS Date: 06.0315 By: BENTLEY I Room name BED 3 BED 4 2 Exposed wall 10.5 It it's It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 10,5 It 10,5 x 11.5 It 5 Room area 136.5 W 120.8 ft2 Ty Construction LI-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh(ft2-'F) Btuh/ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross NIP/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.42 1244 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 1, 1 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 n 17.17 16,92 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2,52 2.35 0 0 0 0 0 0 0 0 T--G 2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 T-Is 2A-2orn 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2,35 0 0 0 0 0 0 0 0 2A-2orn 0.350 s 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9,69 12.41 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 t-D IWO 0.600 s 16.62 18.51 0 0 a 0 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 84 69 174 162 92 77 194 181 t--G 2A-2om 0,350 w 9.69 33.98 15 0 14.5 510 15 0 145 510 T--G 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-torn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L--D 11b0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad OM6 032 1.41 137 137 98 193 121 121 87 171 F 20P-13c 0.068 1,88 OM 0 0 0 0 79 79 148 77 F 20P-13c OM8 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 185 182 Envelope loss/gain 418 1050 575 1120 12 a) Infiltration 158 51 173 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 575 1101 7481 1176 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 575 1101 748 1176 15 Duct loads 261/61 48% 152 525 26%1 48% 197 5611 Total room load I 1 727 1627 1 945 1737 Air required (cfm) 35 74 1 451 79 Calculations agUroved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Sep-14 14:18:35 Right-SuiteO Universal 2018 18,0.27 RSU23828 Page 6 dKGLS\Lotl02KensiiigtonReserveSommerlandKGLS.rup Calc - MJ8 House (aces: S a I Job: Lot 1 02Kensington ReserveS... 7Tr wrightsoft, Right-JO Worksheet Date: 06M.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL. 32771 Phone: 407-831-2665 I Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 it 0 It 3 Room height 8,0 it heat/cool 8.0 it heat/cool 4 Room dimensions 5.5 x TO it 5.5 x 10.5 it 5 Room area 38.5 ft2 5/.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhift2-'F) Btt it') or perimeter (ft) Bt h) or perimeter (it) Btuh) Heat Cool Gross N Pis Heat Cool Gross N/P/S Heat Cool 6 612C- 0sw 01091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-tom 0.340 n 9.42 12.44 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9,69 12.19 0 0 0 0 0 0 0 0 13A-2ocs Ulk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 9,69 10.46 0 0 0 0 0 0 0 0 2A-2omd 0.620 n 17.17 16,92 0 0 0 0 0 0 0 0 12C-0sw 0.091e 2.52 2.35 56 56 141 132 0 0 0 0 t--G 2A-20m 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0 t-G 2A-2om 0,350 0 9,69 28.96 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0,350 s 9.69 12.19 0 0 0 0 a 0 0 0 2A-2om 0,350 s 9.69 12.41 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 T-D 11,10 OMO S 16,62 18.51 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 t-G 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 T--" 13A-2ocs Blk wall, s 0.201 w 5.57 4.37 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 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L---o 11DO 0,390 n 10,80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,72 1.41 39 39 28 54 58 58 42 82 F 20P-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0,98 0 0 0 0 0 0 0 0 F 22A-cpl 0'989 27,40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 4 Envelope loss/gain 169 1751 42 78 12 a) Infiltration 105 34 0 0 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 274 209 42 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 209 42 78 15 Duct loads 1 261% 48% 72 100 261/. 481% I'll 371 Total room load 346 309 53 1 115 Air required (cfm) 17 14 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Sep-14 14:18:35 Right,Suit.0 Universal 2018 18.0,27 RSU23828 Page 7 dKGLS\Lotl02Kensingto(iReserveSLimmorlandKGLS.rLip Calc - MJ8 House faces: S a L.. wrightsoW Right-JO Worksheet Job: Lot 1 02Kensington ReserveS rr Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Roam name LAUNDRY LOFT 2 Exposed wall 0 it 48.0 it 3 Room height 8.0 It heat/cool 8.0 If heat/cool 4 Room dimensions 7.5 x 9.5 It 1.0 x 379.8 it 5 Hoorn area 11.3 It' 379.8 IF` Ty Construction number U-value BtutVft2-*F) Or ATM Bt /ft2) Area (ft2) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (ft) Load Btuh) Heat cool Cross N/P/S Heat cool Gross N/PIS Heat cool 6 6 12C-0sw 2A-2om 2A-2orn 0.091 0,340 0.350 n n n 2.52 9,42 a69 2.35 12.44 12,19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 V6 13A-2ocs Blk wall, s 2A-2om 0.201 0,350 n n 5,57 9.69 4.37 10,46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vet 2A-2omd 12C-0sw12C-0sw 2A-2om 0,620 0.091 0.350 n a a 17.17 2.52 9.69 16,92 2.35 33.98 0 0 0 0 0 0 0 0 0 0 0 0 0 232 0 0 232 0 0 585 0 0 546 0 t---G 13A-2ocs Rik wall, s 2A-2orn 0.201 0.350 e e 5,57 9,69 4,37 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-24m 2A-2orn 0.091 0.350 0350 s s s 2.52 R69 9.69 2.35 12,19 12.41 0 0 0 0 0 0 0 0 0 0 0 0 152 12 15 125 12 13 315 116 145 294 148 186 T-F) 13A-2ocs Flk wall, s I IJO 0.201 0,600 s s 5,57 16.62 4,37 18,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 13A-2ocs Rik wall, s 0.091 0,350 0,201 w w w 2.52 9.69 5.57 2.35 33.98 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 2A-2oni 12B-0sw 0.350 0.097 w 9.69 2.69 28.96 1,75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L__D Hoo 0.390 n 10,80 12,03 0 0 0 0 0 0 0 0 C 169-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P-13r 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 20P-13(_ 0,068 1.88 0,98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 34 86 Envelope loss/gain 51 661 1726 1773 12 a) Infiltration 0 0 721 233 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 666 2447 2007 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 666 2447 2007 15 Duct loads 1 26% 48% 14 318 2 6% 1 48% 6 Total room load 65 984 3092 2964 Air required (cfm) 31 45, 148 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite@ Universal 2018 18.0.27 RSU23828 2018-Sep-14 14:18:35 Page 8 dK(3LS\Lotl02KensingtonReserveSommerlandKGI-S.rup Calc - MJ8 House faces: S d.L.. 9- wrightsoft, Right -JCS Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 1 02Kensington ReserveS... Date: 06.03.15 By: BENTLEY 1 Boom name BATH 2 2 Exposed wall 16,0 it 3 Room height 8,0 it heat/cool 4 Room dimensions Ms x 5.5 it 5 Room area 57.8 ft2 Ty Construction number U-value BtufVftz-'F) Or HTM Bt jft2) Area (ft2) or perimeter (ft) Load Bt jh) Area or perimeter Load Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 VL12C-Osw G 2A-2orn 2A-2orn 0.091 0.340 0.350 n n n 2.52 9.42 9.69 2.35 12,44 12,19 0 0 0 0 0 0 0 0 0 0 0 0 Vr11 13A-2ocs Blk wall, s 2A-2onn 0.201 O.350 n n 5.57 9.69 4.37 10.445 0 0 0 0 0 0 0 0 2A-2omd 12C-Osw 2A-2om 0.620 0.091 0.350 n e e 17,17 2.52 9.69 16,92 2.35 33,98 0 0 0 0 0 0 0 0 0 0 0 0Gi Vff 13A-2ocs Blk wall, s 2A-2om 0.201 0.350 e e 5.57 9.69 4.37 28.96 0 0 0 0 0 0 0 0 T= 12C-Osw 2A-2om 2A-2om 0M-1 O.350 0.350 s s s 2.52 9.69 9.69 2.35 12,19 12A1 84 0 15 69 0 13 174 0 145 162 0 186 T-0 13A-2acs Blk wall, s iijo 0.201 0.600 s s 5.57 16.62 4.37 18.51 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 13A-2ocs Blk wall, s 0.091 0.350 0,201 w w w 2.52 9.69 5,57 2.35 33.98 4.37 44 0 0 44 0 0 ill 0 0 104 0 0 6 2A-2orn I 2B-Osw 0,350 0,097 w 9.69 2,69 28.96 1.75 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 G 16B-38ad 0.026 0.72 1.41 58 58 42 82 F 20P-13c 0,068 1.88 0.98 0 0 0 0 F 20P-13c 0.068 1.88 0,98 58 58 109 66 F 22A-cpl 0M9 27.40 0,00 a 0 0 0 6 c) AED excursion 22 Envelope loss/gain 581 5681 12 a) Infiltration 240 781b) Room ventilation 0 0 13 Internal gains: Occupants C@ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 821 646 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 821 646 15 Duct loads 261% 48% 216 3081 Total room load 1037 954 1Airrequired (cfm) 50, 4,11 1 Calculations apUroved !2y ACCA to meet all requirements of Manual J 8th Ed. f42018-Sep-14 14:18:35 Right- SuiteO Universal 2018 18.0.27 RSU23828 Page 9 dK( 3LS\ Lot 1 02Kens ing mnR es erveSum m er1andKG LS. rup Calc - MJ8 House faces: S Duct System Summary Job: Lotl 02Kensing ton Reser.. wrightsofto Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 r-rojectintormapoll Ml For: RYAN HOMES 3852 CRAWLEY DOWN LOOP, SANFORD, Fl- 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0,34 in H2O 0.170 / 0.170 in H20 0,270 in/1 00ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H20 0.270 in/ 1 00ft 1283 cfm I Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk BATH c 115 3 5 0.461 4.0 Ox 0 VlFx 3.8 70.0 BATH 2 h 1037 50 43 0.354 5.0 Ox 0 VlFx 26.0 70.0 BED 2 c 1627 35 74 0.328 6.0 Ox 0 VlFx 18.8 85.0 st2 BED 3 c 1627 35 74 0.414 6.0 Ox 0 VlFx 12.1 70.0 BED 4 c 1737 45 79 0.380 6.0 Ox 0 VlFx 19.5 70.0 GREAT RM h 3862 184 137 0.280 8.0 Ox 0 VlFx 29.4 92.0 SO GREAT RM-A h 3862 184 137 0.291 8.0 OX0 VlFx 24.7 92.0 stl LAUNDRY C 984 3 45 0.447 4.0 Ox 0 VlFx 6.0 70.0 LOFT h 3092 148 134 0.411 8.0 Ox 0 VlFx 12,8 70.0 MASTER BATH h 606 29 28 0,312 5.0 Ox 0 VlFx 23.9 85.0 st2 MASTER SUITE c 3480 86 157 0.319 8,0 OX0 VlFx 21.6 85.0 st2 MASTER W.C. h 418 20 15 0.295 4.0 OX0 VlFx 30.4 85.0 st2 MASTER WIG h 247 12 10 0.309 4.0 OX0 VlFx 25.0 85.0 st2 MASTER WIC 2 h 346 17 14 0.306 4.0 Ox 0 VlFx 26.1 85.0 st2 NOOK/KITCHEN h 5426 259 209 0.270 8.0 Ox 0 VlFx 33.8 92.0 stl POWDER h 1557 74 35 0.283 5.0 Ox 0 VlFx 28.0 92,0 SO STUDY h 2090 1 100 88 1 0.274 1 6.0 1 Ox 0 VlFx 1 32.0 1 92,0 1 stl Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) F R fpm) in) in) Material Trunk SO Peak AVF 802 605 0.270 750 14.0 0 x 0 VinlFlx st2 I Peak AVF I 198 299 0.295 548 10.0 I 0 x 0 VinlFlx wrightsoft, 2018-Sep-14 14:16:36 1-1„Night-SuiteO Universal 2018 18.0.27 RSU23828 Page I dKGLS\Lc t102KensingtonVIeseiveSumriieriatidKCit-S.rup Calc - MJ8 House faces S Return ,B,r'neh Detail fable Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1283 1283 0 0 0 0 Ox 0 VlFx wrightsoft, Right-SuiteO Universal 2018 18.0.27 PSU23828 ACCK ..,dKGLS1L,)tl02KensingtonReserveS(immerlaiidKGI-S.rL)p Calc - MJ8 HOUSe faces: S 2018-Sep-14 14:18:36 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lotl 02KensingtonReserveSurnmerlandKGLS Builder Name: RYAN HOMES Street: 3852 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall 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/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind WIping a0d wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates a0d walls or QQilipg. a, In addition, inspection of log walls shall be in accordance with the provisions of [CC-400, 9114/2018 2:28 PM EnergyGaugeS USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 NOTE TO BUIi 1492CH UNDERCUT B1 V CUI Traner4withFlorida:sr L loxic I ?..d I. C0 Mcmail E 2Ox6 -rckd FF-0- Mo th, W R) r,L) -< I x -71OLW R) r- X 0 Z rbci CM UST PROVIDE UNRESTRICTED DOORS TO HABITABLE ROOMS r/gritis sized In compUance Lntlal BultdlrQ Code-MI602.4 balanced return air. EXCEPTIONS 1-3 W2b4W FY U J" U Qj 0 C 5-- 0 0 d (— -Q 4-> (4- 3 \ 0 Z 3:4-> (Y) 35 TON W/8KW 2240V IPH platform by Wdr 1843 p(en scale 2444 rad to 3' bath duct to roof cap w/fan Nutone 696RNB 3' bath duct to roof cap W/f an Nutone 696RNB Pq Z W Cl U klo 0 :5 IN U Q) 0 C C 0 d 0 d ( -Q 4- 5 0 Z 3 4-> CY) 42 C- Q) LL ry Z 0- U) CC) CmmO LLI Uj CD C) CD CD CDI cu Li Pq Lj o LLJ Z F--j F-1 J 0 U LiJ Lij i--i j Z :E: V) m 7- CD 0,j CD W D CD Rating 0 U) In Uj > Z M Z r) I-- co W 0 co a_ -i C/) 4m,5 skmzOdou-t- i Od 13 I 2, / vTry ik v 1 I1v V7,..,-- DESCRIPTION AS FURNISHED: Lot 102, KENSINGTON RESERVE, as recorded in Plot Book 81, Payes 86' through 92, Public Records of Seminole County, Florida. PLOT PIAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc. TRACT G CONSERVATION AREA WETLAND BUFFER) S 89*4553 " W 68,35' — I I I Ok to construct single family home with setbacks and impervious area shown on plan. M01 Al.'IA'Al P4144 '" Ac- ja be, e"i 01,11- 7 LOT 103 j 5,86' D=08*25'49" R=55 00' C=,?7,01' CB=N 79*07'59" W 38,12' 39,06' LANAI cI 12,20' 300 LOT 102 PROPOSED MODEL SUMMERLAND-K 2 CAR GARAGE LEFT 6to ENTRY CURB 49,86' A\ h LOT 101 7 6.95' 6.36, WALK DRIVE 25.2C' 27. 17' to' ur/L. ()vES 5' CONC. WA K R-55.00' 35.98" CRAWLEY DOWN LOOP RIW VARIES) P.C. f,%msED - rINSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY 'FR NiT'P5"" F'9t' DRAINAGE PLANS ±LOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW LmPERviouS COVERAGE = 2,3021 SQUARE FEET OR 34.7X SIDE 5' FOR 40' LOTS t_01' GRADING TYPE A LOT CONTAINS 6,637:k SQUARE FEET SIDE 7.5' FOR 60' LOTS ROPOSEV FINISH FLOOR PER PLANS 32.0 LIVING AREA CONTAINS 1,548L SQUARE FEET SIDE 10' FOR 75' LOTS i- CONCILANAI IPORCH CONTAINS 7541 SQUARE FEET SIDE STREET = 25' CRU,' EjYffF,EER -SCOTT & ASSOC., PVC - ZAYVD SUP I UT-Iff, LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (4W)-277-3232 FAX (407)--658- 14,36 P PLAT P.W_• POINT ON LINE c FIELD TYP. • TYPICAL NOTES,* P. R.C.7It. tIMTN PIPE o NY OF REVERSE CURVATURE _Y MEETS THE STANDARDS OF PRACTICE SET FORTH B( ME FLORIDA OF P r P INT 0 1. THE UNDERSIGNED DOES HERMY CERTIFY THAT THIS SURVE jp IRON ROD RIC RD F COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADAIINISMAW CODE PURSUANT TO SECTION 472-027- FLORIDA STATUES H. COWPC IE MONUMENT AD, • RADIAL 2. UNLESS EV80SSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL P14SCO SEAL. 7141S SURVEY MAP OR COPIES ARE NOT VALID. N.R. •NOR -RADIAL I.R. 11ILS 4596 RiX RCCUVCRE:D VP. • WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION MRNISHED TO THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS 1" 0'? DINT OF K61HOING CALL. CALCULATED OR EAsEivrNis THAT AFFECT THIS PROPERTY, 111C POINT OF C0144rMCC.ENT PAX PERMANENT REFERENCE MONUMENT NO UNWOROUNO tUPNOVE4t&NTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. i CENTLRLINE FF, FINISHCO FLOOR ELEVATION z 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT RE RELIED UPON BY ANY OTHER (,N?1M 4L. • BUILDING SETBACK LINE NapNAILCDISVILINES. R '. Zlr T -UF -WAY 0 H, ENCKRARK oimiNsions SHOWN roR THE Locoo,, OF twpRovEUENIS HEREON SHOULD NOT BE USED TO RECONSTRUCT OOLWOUIY f, SKT EASEMENT D.B. • BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS WE BEARING (13,R) RRAlN. DRAINAGE. 8. CLEVA"S, IF SHOWN. ARE WED ON NAr,UNAL CC OTHERWISE AIQVETICVERTICALDATUMOF1929, UNLESS 0 W1 NOTED, 1JTI( 1 UTIUTY 4596. C 9. CERTIFICATE OF AUTHORIZATION No. HAINLINKFENCEWOOD FCOCE L 11111C ZPCTVATUREI 'IT,C C.R POINT OF TA%CNCY CERTIFIED BY., DATE OROER Na nlrcG DmAIPTION RAMS PLOT PLAN 09-19-2018 6189-18 APIC LENGTH OFLTA CHORD OCARING NORTH THIS RUILOINCIPROPFRTY DOES NOT UE WITHIN 100 YEAR FLOOD PLANE AS PER "FIRM" GRUS EYER, h:L IONS .) C MAP I 12117CO09OF (09-28-07) 40WSC077, R.L.S f 4801 City of Sanford Building and Fire Prevention Product Approval Specification Form 1 8 - 4 3 7 4 Permit # Project Location Address As required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGID 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Florida Approval # Description includin decimal 3. Panel Walls Sid tq._. 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. Raofin Products AS halt Shin I_C,iS certainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofin Fasteners Nonstructural Metal Roofing® Wood Shakes and Shingles - ry Roafin fiiles Roofing Insulation Water raafin Built up roofing S stem Modified Bitumen Single Ply Roof Systems Roafin slate Cements/ Adhesives / Coatis Liquid Applied Roofing -Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 5. Shutters Accordion Bahama Colonial Equjpment Other 6. SKYqa!its ky IiMs Other 7. Structural Cam anents Wood Connectors Anchors Truss Plates Engineered Lum—ber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 a] Zj 4 Zte] N 2 Wj, I &1A PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT. 102 / MODEL:SUMMERLAND / ELEVX / GAR L JOB#: 73525 MASTER#: WRCSUKL5 OPTIONS: LANAI::BDRM 5 / BATH 2 (ABB) Lumber design values are in accordance with ANSI/1-PI 1-2007 section 6.3 M ar1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUKLS JOB #73525 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: LOT #102 City Model: SUMMERLAND "K" 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: 55.0 psf This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Name Date No. Seal # Truss Name Date 1 A0054325 A01 6/26/18 13 A0054337 Truss CJ2P 6/26/18 25 A0054349 FL05G 6/26/18 2 A0054326 A02 6/26/18 14 A0054338 CJ3 6/26/18 26 A0054350 FL06GE 6/26/18 3 A0054327 A03 6/26/18 15 A0054339 CJ4P 6/26/18 27 A0054351 FL07 6/26118 4 A0054328 A04 6/26/18 16 A0054340 CJ5 6/26/18 28 A0054352 FL08 6/26118 5 A0054329 A05 6/26/18 17 A0054341 D02 6/26/18 29 A0054353 FL09G 6/26/18 6 A0054330 A06 6/26/18 18 A0054342 FG1 6/26/18 30 A0054354 FL10 6/26/18 7 A0054331 A07 6/26/18 19 A0054343 FG2 6/26/18 31 A0054355 FL11GE 6/26/18 8 A0054332 B01 6/26/18 20 A0054344 FG3 6/26/18 32 A0054356 HJ6P 6/26/18 9 A0054333 B02 6/26/18 21 A0054345 FL01 6/26/18 33 A0054357 HJ7 6/26118 10 A0054334 B03 6/26/18 22 A0054346 FL02 6/26/18 34 A0054358 J3A 6/26/18 11 A0054335 B04 6/26/18 23 A0054347 FL03 6/26/18 35 A0054359 J6P 6/26/18 12 A0054336 I CA 6/26/18 24 A0054348 1 FL04 6/26/18 36 A0054360 I J7 6/26118 The truss drawirg(s) referenced have been prepared by MiTek Industries, inc. under mydirect supervision based on the parameters provided byA-1 Roof Trusses. Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components forany particular building is the responsibility of the building designer, WANWPI-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 characterofthe 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 Delegated 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 engineering Anthony T. responsibility for the design of the single Truss depicted on the TDD only. The Building Desig ner is responsible forand shall coordinate and mview the TDDs for compatibility with theirwritten engineering requirements. Please review all TDDs and all related notes. 0, r t 1 R 1 •. Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 M A-1 ROOF These truss designs rely on lumber values established by others. MTRUSSES A FLORIDA CORPORATION RE: Job WRCSUKL5 Na. Seal # Truss Name Date 37 A0054361 L01G 6/26/18 138 A0054362 L02 6/26/18 139 A0054363 L03 6126/18 40 A0054364 M6 6/26118 41 A0054365 M6E 6/26/18 i42 A0054366 MG7 6/26/18 43 A0054367 VM3 6/26/18 44 A0054368 VM5 6/26/18 145 STDL01 STD. DETAIL 6/26/18 1:46 STDI-02 STD. DETAIL 6/26/18 47 STDI-03 STD. DETAIL 6/26/18 48 STDI-04 STD. DE 6/26/18 49 STDI-05 TAIL STD, DETAIL 6/26/18 50 STDI-06 STD, DETAIL 6/26/18 51 STDI-07 STD, DETAIL 6/26/18 52 STDI-08 STD. DETAIL 6/26118 1:53 STDI-09 STD. DETAIL 6/26/18 54 STDL10 STD. DETAIL 6/26/18 55 STDL11 STD, DETAIL 6/26/18 56 STDL12 STD. DETAIL 6/26118 157 STDL13 STD. DETAIL 6/26/18 58 STDL14 STD. DETAIL 6/26/18 59 STDL15 STD. DETAIL 6/26/18 60 STDL16 STD. DETAIL 6/26/18 Page 2 of 2 Job I Truss iTruss Type Qty Ply RYAN HOMES I SUMMERLAND WRC,SUKL5 A01 I Hip Girder i 1 A0054325 Run: 8,310 s 21 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:26 2018 Page I ID:?sOQvilzBGko2hFpRYibzzzOpWX5Ab2GIVLHUgpJIX2obugGp35zlluz1 U5PQUlkz2NA3 1 -0-3 7-0-9I. 17-7-7 ?3,-070 30-0-0 1-0- 1-0- 7-0-0 5-4-9 54-13 5-4-9 7-0-0 1-0-0 4x10 : PlateOffsetsQY)--_ t2:0-5-010-1 -1 7x10 MT20HS is 25 26 U 27 28 11 29 " 30 31 a 2x4 11 4x10 == 7x10 IVIT201-!S:- 3x8 17- 7- 7 5-2- 13 Dead Load Defl, = 318 in iy 2x4 11 400 30-" LOADING ( psf) I SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20. 0 Plate Grip DOL 1.25 TC 0,94 Verl(LL) 0,3510-12 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0,51 Vert(CT) 0.7010-12 516 240 BCLL 0. 0 Rep Stress Incr NO WEI 0,86 Horz(CT) 0.14 7 n/a n/a BCDL 10. 0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.41 10-12 873 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP No, 2 BOT CHORD 2x6 SP 240OF 2.OE WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. fek-recommends - that Stabilizers and required i cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 2521/ 0-3-8 (min. 0-2-1) 7 = 2520/ 0-3-8 (min. 0-2-1) Max Herz 2 59( LC 9) Max Uplift 2 851 ( LC 4) 7 851( LC 5) Max Grav 2 2521( LC 1) 7 = 2520( LC 1) FORCES, (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 5911/2012, 3-18=-7295/2562, 18-19=- 7297/2562, 4-19=-730112563, 4-20=- 7296/2560, 20-21=-7296/2560, 21-22=- 7296/2560, 5-22=-7296/2560, 5-23=- 7331/2577, 23-24=-7326/2576, 6-24=- 7325/2575, 6-7=-5907/2011 BOT CHORD 2-13=- 1768/5395, 13-25=-1770/5431, 25-26=- 1770/5431, 12-26=-1770/5431, 12-27=- 2462/7326, 27-28=-2462/7326, 11-28=- 2462/7326, 11-29=-246217326, 10-29=- 246217326, 10-30=-1776/5427, 30-31=- 1776/5427, 9-31=-1776/5427, 7-9=- 1775/5391 WEBS 3- 13=- 56/761, 3-12=-767/2214, WEBS 3- 13=- 56/761, 3-12=-767/2214, 4-12=- 757/494, 5-10=-775/497, 6-10=- 785/2252, 6-9=-501752 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=25ft, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope), cantilever left and right exposed; end vertical left exposed; Lumber DOL=11.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851 lb uplift at joint 2 and 851 lb uplift at joint 7. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13-0-12, 123 lb down and 139 lb up at 15-0-0, 123 In down and 139 lb up at 16-11- 4, 123 lb down and 139 lb up at 18-11-4, and 123 lb down and 139 lb up at 20-11-4, and 248 lb down and 270 lb up at 23-0-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 881bdown at 11-0-12, 88 lb down at 13-0-12,881b down at 15- 0-0,881bdown at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 383 lb down and 91 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 172 lb FT = 10% LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase= 1.25 Plate Increase=11.25 Uniform Loads (plo Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-201 (F) 6=-201 (F) 13=-383(F) 9=-383(F) 18=-1 23(F) 19=-123(F) 20=-1 23(F) 21 =-I 23(F) 22=-1 23(F) 23=- 123(F) 24=-1 23(F) 25=-71 (F) 26=-71 (F) 27=-7 1 ( F) 28=-7 1 (F) 29=-71 (F) 30=-71 (F) 31=-71(F) I" M sm*" "#-, V 1W . .1 In w 0, . 'WW' d t4 p 0',4M M Wv 'A rk sapet s 6vid rcrie IN .1, Ih I se 0"r -'ftw We Anthony T, fomW :11, R.L. C*61404A.I WWIxI 0V T-, MT W 4."? 1* 4 Ix 0 S $0083 lk RW'4 *rz W (W" A;.. 'V, .1 $1 IN W N rv'-W r*h"0 1k, 1.1164 ('" wl I,*". X!4 "1111W 1, 11 .0 WA ' A-6 WC." TP I wl.' W Wn Ali 1 4"" zn,.. M Nsi 4451 1A, hxie 51A, Foil: 'P em,, 41 34946 Job Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND A0054326 WRCSUKL5 A02 Hip 1 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:27 2018 Page 1 ID:?sOQvllzBGko2liFpRYibzzzOpep-OHjzmcJ76bcXQTtkbV67DTMEQN3s------...,. 9-0-0, 15-0-0 21 -0-0 30-M 1-0fi - 0-0 "_0 6-0-0 9-0-0 -0-0 4x8 3 4x8 5 Dead Load Dell. = 114 in 1 1 1 u 0 4x4 1.5x4 11 3x6 1 siA4 11 04 3x8 15-0-0 21-0-0 30-0-0 6-0-0 6-0-0 9-0-0 Plate Offsets (XY)- [2:0-2-6,Edgel, 3:0-5-0.0-2-01, [5:0-5-0'0-2-0]" f6:P-2-6'Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL :20.0 Plate Grip DOL 1,25 TC OM Vert(LL) 0.19 8-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,65 Vert(CT) 0,44 8-17 812 240 BCLL 0,0 Rep Stress Incr YES WS 0.20 Horz(CT) OM 6 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.29 8-17 999 240 Weight: 130 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-11 oe bracing. mitek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, I REACTIONS. (lb/size) 2 1260/0-3-8 (min. 0-1-8) 6 1260/0-3-8 (min. 0-1-8) Max Harz 2 = 74(LC 13) Max Uplift 2 357(LC 8) 6 = 357(LC 9) Max Grav 2 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1547, 3-4=-239411722, 4-5=-2394/1722, 5-6=-2355/1547 BOTCHORD 2-11 =- 1221/2086, 10-11 =- 1221/2095, 9-10=-1227/2095, 8-9=-122712095, 6-8=-1226/2086 WEBS 3-11 =-I 1/364, 3-1 0=-2181518, 4-10=-373/342,5-10=-218/518, 5-8=-11/364 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7- 10; Vult= I 50mph (3-second gust) Vasd=I 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard N IMO IM 6 ),,o, N." JW, Aef 00 WOOf I i,,V, k r i lel WW Anlhooy 1. Tomba :11, ;A1, 4 A" 0 1't I "'WSM" 0 1- -, 4.'s' ft"K'rol N, Wtoo W'j." 9 ft IK "' t A *1 Wv M4 iq *' w IK A 'A, Op.- 4 14 M "d .' 410 1" 0 W 7",' mt" ta*'J",t " Mil W 4-1'* 4 0 z 30083 N t'4.# 3"v, 44 1 St_ Woe Blvd. 0M i" ,.*w ep"4- . .'M4 k 01 pwc N 1"' t*'p ij." 3, C1 11" Wti4 4q. " It 4- e f .444 All f""tdqi o"I to,,d it Thl rod P iircp, Fl- 34946 OF wiqhl 0 2016 A I i0of lmst5 AnIho'y I hmbo III, ff, koplooil(lion of this de'AiMmAit"o one lean, iptohiliod e'llioube ri9tten Pei mmoo hom A I tool Imits Anthony I imlio III, P I, Job Truss Truss Type Qty Ply I RYAN HOMES / SUMMERLANDI WRGSUKL5 A03I Hip 2 11 A0054327 ILJob Reference (optional) Run:8.210s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. TueJun 2616:24:282018 Pag( ID:? sOQvilzBGko2hFpRYibzzzOpep-UTHL_yJmtvkO2dSw9DeMmhvRAnOoM1RnYivaqc.z2N41- 0- 710 6- 16-1 11- 0-0 1 19-0-0 23-1-15 30-0-0 1 -0-,? 8- 0-0 4 -1-15 6 -10-1 -0-0 4x4 : - 4x6 - :-- Dead Lead Defl. - 3/8 in 4x8 3X8 U6 U4 I11- 0-0 1 19-0-0 30-0-0 11 - 0-0 8-076"11-0-0 LOADING ( ps"' SPACING- 2-M CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 Tc 0.77 Vert(LL) 0.31 9-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0:67 Vert(CT) 0.69 9-17 525 240 BCLL 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0,08 7 n/a n/a BCDL 10.0 Code FBC2017rTP[2014 Matrix -MS Wind(LL) 0.22 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No,2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc: pudins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing, WEBS I Row at midpt 5-11 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 1260/0-3-8 (min. 0-1-8) 7 1260/0-3-8 (min- 0-1-8) Max Herz 2 89(LC 12) Max Uplift 2 340(LC 12) 7 = 340(LC 13) Max Grav 2 1260(LC 1) 7 = 1260(LC 1) FORCES. ( lb) Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2434/1731, 3-4=-2069/1465, 4- 5=-1871/1415,5-6=-2069/1465, 6- 7=-2434/1731 BOT CHORD 2- 11 =- 1437/2210, 10-11 =- 1035/1870, 9- 1 0=- 1035/1870, 7-9= - 144512210 WEBS 3- 11 =-418/492, 4-11 =- 185/495, 5- 9=-186/495, 6-9=-419/492 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=25ft; Cat, ll; Exp, C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE(S) Standard 4x4 PLATES GRIP MT20 244/190 Weight: 1361b FT=10% W11" l, M % 1 do IUMB -qLA , QUA, ;AKS (' 1KOCk! 09A,1V14 ; 'w CDAK -f- td—wew"", Anthomy T. rcmbo ]H, P.E. 1). ",f— low d -e 1—, N Q—%0-70 14 Whh.g Ch"t., a '11010 0 ft K V C, W oh, 1. "41q !Mt W rK I 1"W.. d 4, 'N W "! W'. 0 nh 1 1" ",q V", otwlvh" W 4n,J "if WN W; " Wo—I rW111 0 te woh" MMWA .> f-0* P—p(w, 4451 5t, [ucw. Blvd Ah— le Fort 1,etce, Ft 34946 hfhhhyl. lobo III, KE Repi#dwim of this khnthl,,n o.y fom,, poh,hoed with"I the -Ife, po,,mwos fiom A I lint I,me, Afillowl.lomboll0f. Zt 1-011 "" 1 I'll "' Job Truss Truss Type Qty Ply RYAN HOMES I SUMMERLAND WRCSUKL5 A04 Hip 2 1 AO054328 Run: 8.210 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:28 2018 Page I ID:?sOQvllzBGko2hFpRYibzzzOpep-UTHL_yJmtvkO2dSw9DeMmhvRCnMVMtHnYivaqcz2VAI 1-0-9 73-5 i 7-0-0713-0-0 1 1- 0-0 6-3-5 1 - - 11 1 23-8-11 1 30-0-0 1.0 9 6- 8-11 4-0-0 6-8-11 6-3-5 -0-0 4x6 4x6 Dead Load Deft. = 3/16 in 13 12 10 9 3x4 1.5x4 11 3x4 3X6 1.5x4 11 3x4 3x4 6- 3-5 13-0-0 t 17- 0-0 30-0-0 6- 8-11 4-0-0 6-6-11- 6-3-5 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deff L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 I TC 077 Vert(LL) 0.31 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC O 82 Vert(CT) 0.47 9-10 >759 24 0 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 7 n/a n/a BCDL 10,0 Code FBC20171TPI2014 Matrix -MS Wind(I-L) 0,24 12-13 >999 240 Weight: 139 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 3-2-12 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min, 0-1-8) Max Herz 2 104(LC 13) Max Uplift 2 359(LC 12) 7 = 359(LC 13) Max Grav 2 1260(C 1) 7 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2585/1803, 3-4=-185411350, 4- 5=-1641/1336,5-6=-1854/1350, 6- 7=-2585/1803 BOT CHORD 2- 13=-1521/2351, 12-13=-1521/2351, 11 - 1 2=-892/164 1, 10-11 =-892/164 1, 9- 10=-1531/2351, 7-9=-1531/2351 WEBS 3- 13=0/281, 3-12=-846/691, 4- 12=-196/414, 5-10=-196/414, 6- 1 0=-846/691. 6-9=0/281 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1,60 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 359 lb uplift at joint 2 and 359 lb uplift at joint 7. LOAD CASE(S) Standard Awhmy r, I mlbo III, I E 0NM 4"r ft.'OAW.fA Z 80083 4451 St, Woo Blvd, 4•' 4 rod P (rce, K 34946 A I kq0I lm'm Anshq*n'y Rfqmdoiop 0 Mjowwr 'n d'V form, is P.0'1'd Acwthe -11'pnwwoobm A I 1!0011'mes Wbngr 104410, P1 Job Truss Truss Type Oty Ply RYAN HOMES I SUMMERLAND WRr',SUKL5 A05 Common 5 A0054329 Run: 8,210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24 ID:?sOQvIlzBGko2hFpRYibzzzOpep-ygIBIKOeCtFgml6jw9bluRapBlk5OF 11-p- 7-9-14 15-0-0 22-2-2_ 30-0-0 - --------- iiII-OTI _01 7-6-14 7-2-2 7-2-2 7414 .0- 4x6 5.00 fi2_ U-- 4 -=4x6 3x4 3x4 3x4 10-2-10 10-2-10 LOADING (ps, SPACING- 2-0-0 j CSL DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.27 8-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 062 Vert(CT) 0.50 8-16 720 240 BCLL 0.0 Rep Stress Incr YES WB O 63 Horz(CT) 0.07 6 n/a n/a BCDL 10-0 Code FBC2017f-rPI2014 Matrix -MS Wind(LL) 0.24 8-16 999 240 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; purfins, BOTCHORD Rigid ceiling directly applied or 5-9-12 oc bracing. MIT4 recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1260/0-3-8 (min. 0-1-8) 6 1260/0-3-8 (min. 0-1-8) Max Horz 2 118(LC 16) Max Uplift 2 = 375(LC 12) 6 375(LC 13) Max Grav 2 1260(LC 1) 6 1260(LC 1) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2423/1757, 3-4=-2155/1631, 4-5=-2155/1631. 5-6=-2423/1757 BOT CHORD 2-10=-145412193, 10-17=-778/1441, 9-17=-778/1441, 9-18=-778/1441, 8-18=-778/1441, 6-8=-146012193 WEBS 4-8=-515/775, 5-8=-495/613, 4-10=-515/775, 3-10=495/613 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 TCOL=5.0psf; BCDL=5,Opsf; h=25ft; 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 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 375 lb uplift at joint 2 and 375 lb uplift at joint 6, LOAD CASE(S) Standard Dead Load Deft, = 5/16 in PLATES GRIP MT20 244/190 Weight: 131 lb FT = 10% AnhDoy T. Tombo 711, PL 4040" m'P aaMfAin e4 xxq M.ta xntf s5dhd z 30083 Ali f YYk xht I" WN PA.,* id" ."XljP461W " 11.4 A(A 1451 St. Ludc Blvd, Ft), t Fierce, FL 34946 2616k liodimm Aft1hoyl I.Mbill P.E. I AA1hwTA.MWV.PL Job Truss Truss Type WRCSUKL5 A06 Roof Special RYAN HOMES / SUMMERLAND A0054330 Run: 8,210 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:30 2018 Page 1 ID:?sOQvl]zBGko2hFpRYibzzzOpep-QsP5PeLOOW?6HwclHegqr5_ryi la4Sqsa4? 1 OhuVz2 WA? 1 -0-9 -2-11 10-8-0 12-4-0 21-0-0 30-0-0 ;ii-o 1-0-0 6-2-11 4-6-5 -6- 9-0-0 1-0- 4x4 4x4 -- 11 1 U8 55X6 5x6 -' 4x6 3x4 LOADING (ps" SPACING- 2-00 CS1 DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.5 TC 0.86 Vert(LL) 0.2211-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 11-14 707 240 6CLL 0.0 Rep Stress Incr YES WS 0.57 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC20171TPI; Matrix -MS I Wind(LL) 0,31 9-17 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in 1 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1260/0-3-8 (min. 0-1-8) 7 1260/0-3-8 (min. 0-1-8) Max Herz 2 86(LC 13) Max Uplift 2 337(LC 12) 7 414(LC 13) Max Grav 2 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2494/1771, 3-4=-2105/1461, 4-5=-2087/1520, 5-6=-2118/1561, 6-7=-2372/1561 BOTCHORD 2-11 =-1 488/227 1, 10-11 =-I 414/2347, 9-1 0=- 1414/2347, 7-9=- 1244/2105 WEBS 3-11 =-451/529, 4-11 =- 1021/1488, 5-11 =-I 155/953, 5-9=-297/193, 6-9=-361472 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; TCDt-=5.0psf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 414 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Deft. = 5/16 in 41 V-4 h V,T,44;,"..eo",.4,AAn.tx,)t ',,,r)..n '""MAgil,11<,k,il,* ,ttto.,4,,,,t 1"' 4of *,, N t,,rO t4 q, fm ep 4 wv, 144 "n k in 1 1, 6, 1, —."1 w0e "Kwet, mol, Anthony T. lombo 1!, P 4451 St, Woe BlVd, V.,* W,4 Fo,( :Yefce, f [ 3046 opytiffilE, Me A I 601-so t, .4041 the -"eAPt,M,"ee1w.A I Rnll,mes Aohmd 1-WItJ I Truss Fol A0054331 WRQ S U KL5 AO7 ROOF SPECIAL 11 GIRDER 11 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:31 2018 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-u2zTc-Me9q7zv4BVqLB3NJXx0_Nu2D-.DEh8ERXZ2N 1-0-7 6-1-10, 10-8-0 1 114-4-0_ 3-0-0 25-4-4 30-0-0 -0 11-04 - -1-1 _ I - 18-6-4 1 2 1 1- _ _ _' l 6-1-10 4-6-6 3-8-0 4-24 4-5-12 2-44 4-7-0 1-01 3x8 4A 11 4X8 - 5x 10 MT20HS 3x4 6x8 Dead Load Deft. = 5116 in 4x10 10-8-0 18-6-4 23-0-0 30-0-0 10-8-0 7-104 7-0-0 Plate Offsets (X,Y]j-- ($:0---4--- Q-,Ed gel, [11:0-4-0,0-4-], L14:0-1-12,0-1-8] LOADING (psf) SPACING- 2-1-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.32 11-12 999 360 MT20 244/190 TCDL Mo Lumber DOL 1.25I BC 0.84 Vert(CT) 0.63 11-12 575 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO W8 0.94 Horz(CT) 0,12 9 n/a n/a BCDL Mo Code FBC20171TPI21014 M,atnx-MS Wind(LL) 0,3611-12 998 240 Weight: 167 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No3 BRACING - TOP CHORD 2-0-0 oc pudins (2-3-9 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing WEBS 1 Row at midpt 5-14 REACTIONS. (lb/size) 2 = 1842/0-3-8 (min, 0-1-8) 9 273110-3-8 (min, 0-2-4) Max Horz 2 = 90(LC 28) Max Uplift 2 = 550(LC 8) 9 = 940(LC 9) Max Grav 2 1842(LC 1) 9 2731(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/1208, 3-4=-3619/1124, 4-5=-3591/1111, 5-6=-6543/2231, 6-7=-5994/2087, 7 -8=-6402/2206, 8-9=-657912273 BOT CHORD 2-14=-1102/3658,13-14=-1787/5875, 12- 13=-1787/5875,12-19=-2067/6543, 11- 19=-206716543, 9-1 1=-2013/6025 WEBS 3- 14=-432/314, 4-14=-726/2468, 5- 14=-3296/1230, 5-12=-478/956, 6- 11 =-713/393, 7-11 =-565/2041 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=25ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 2 and 940 lb uplift at joint 9. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 296 lb down and 270 In up at 23-0-0 on top chord, and 1371 lb down and 490 lb up at 21-4-12, and 381 lb down and 93 lb up at 22-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-62, 4-5=-62, 5-7=-62, 7-1 0=-62, 2-9=-21 Concentrated Loads (lb) Vert: 7=- 1 95(B) 11 =-381 (B) 19=- 1371 (B) d iw— *4h €"", me "o 10 ur—1, 0 A, pwowof—p d *'0' lm oerirl ton, Too ee, sale Pi 1 1, t,'p, -" 0, two., mo,", Anrhony T, Tort,, 711, P E Z k.. J M 0 Z 80083 14 4,15, St, Lurie Blvd., Fo, I: P e,(e, F1 34946 oprqhl CI 751oA I Roof twssts Attherof hp,toome of lr, duumentm 00Y IRM, " PF*bded .1140.1 the -net vv.;woo hem A I Roof I(me'i A01604,t1" `- 1-1 '—u'1""r, , 1, Job Qly I Ply I RYAN HOWS-i S0 WRCSUKL5 B01 j Hip Girder 1 1 1 A0054332 111,111 11 1 — --1 - - I - 11 - lJab Reference (optional)_ Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:44:32 206 Fiagc ID:?sOQvllzBGko2hFpRYibzzzOpep-MFXspKMGw7FqXElhO3ilwW38uOl5lr6NTLtoyNz2is 7-0-0 10 13 f1 14-479 ---A 1 11 — 214-0 Z24-01-0-0 7-0-6 3-8-0 3-8-0 7-6:6 1-0-01 4x8 4 3x8 1,5x4 11 3x8 4x4 cc 1.5x4 11 3x8 7-0-0 10-8-014 4 021-4-07-0-6 3-8-0 Plate- --Offsets (X,Y)-- [2:0-8-0,0-0-191, [3:0-5-0,0-2-91, [5:0-,5 701,[6:0 - -0,0-2 8- 1 0,0-0- , 10 , I 7-0-0 LOADING (psf) SPACING- 2-" CSL DEFL. in loc) I/defl L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.73 Ved(LL) 0.15 10 999 360 MT20 2441190TCDL10.0 Lumber DOL 1.25 BC 031 Vert(CT) 0.29 10 878 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.09 6 n/a n/a BC I D I L — 10,0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.17 10 999 240 Weight: 93 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers I and required cross bracing be installed during truss erection, in accordance with Stabilizer. Installation guide. REACTIONS. (lb/size) 2 1787/03-8 (min, 0-2-2) 6 = 178710-3-8 (min. 0-2-2) Max Herz 2 = 59(LC 12) Max Uplift 2 = 618(LC 8) 6 = 618(LC 9) Max Grav 2 = 1787(LC 1) 6 = 1787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3839/1299, 3-18=-3895/1386, 4-18=-3895/1386, 4-19=-3895/1386, 5-19=-3895/1386, 5-6=-3839/1299 BOT CHORD 2-11 =- 1151/3475, 11-20=- 1152/3503, 10-20=-1152/3503, 10-21 =-1 113/3503, 9- 21 =-I 113/3.503, 8-9=- 1113/3503, 6- 8=-1 112/3475 WEBS 3- 11 =-35/643, 3-1 0=-236/61 0, 4- 1 0=-502/353, 5-1 0=-236/61 0, 5- 8=-35/643 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=25ft; Cat, 11; Exp C; EncL, GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 2 and 618 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 10-8-0, and 123 lb down and 139 lb up at 12-3-4, and 248 lb down and 270 lb up at 14-4-0 on top chord, and 383 lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 383 lb down and 91 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 3=-201 (B) 5=-201 (B) 11 =-383(B) 1 0=-71 (B) 4=- 1 23(6) 8=-383(6) 18=-1 23(B) 19=-1 23(B) 20=- 71 (B) 21 =-71 (B) MIT" ( WNT)D1-04 "-",4 " Imw4f 4, N Wr 0 "W, I OfIN . 11s TDO W, 4. R 1 1* to,p I'l" Anthony T. Tombc, :1% DE Wolr .0 A".0 k.4.3 4, -1 1€ 1 4, 'fr.. Nib :D4 Wit0 (U .1" t f,"J A "I W kl—; 0 N 0 tom- arog-,f It, Wan (.V W* lw,T(q .0 W,aat z 30083 414451St, Lucie Blvd. FcO, Ye,ce, FL 34946 Job , Truss Truss Type Qty Ply RYAN HOMES I SUMMERLAND WRCSUKL5 B02 Hip 1 1 A0054333 Job Reference (optional) _ I Run: 6.210 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24 * 33 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-qRSE 1 gNuhRNh8OKtymDXSkr-Jgo2_ 1 KeWi?dLUqz2N9y 9-0-0 12-4-0_ 21-4-0 22-4-0 1-0-01 9-0-0 3-4-0 9-0-0 1-0-0 48 4x6 Dead Load Dell. = 114 in 4x4 4x4 1.5x4 11 3x4 4x4 -- 9-0-0 21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0. 19 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0A5 9-12 568 240 BCLL 0.0 Rep Stress Incr YES WB 010 Horz(CT) 0,04 5 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(-L) 0.29 7-15 870 240 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 3-8-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2 913/0-3-8 (min. 0-1-8) 5 913/0-3-8 (min. 0-1-8) Max Horz 2 74(LC 16) Max Uplift 2 261(-C 12) 5 261(LC 13) Max Grav 2 913(LO 1) 5 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1437/976, 3-4=-1 265/1016, 4-5=-1437/975 BOT CHORD 2-9=-697/1259, 8-9=-697/1265, 7-8=-697/1265, 5-7=-700/1259 WEBS 3-9=0/257. 4-7=-1 7/257 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=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Eric],, 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 2 and 261 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 86 lb FT = 10% Anthony 1, Tmbo:ll, 80083 4451 St, Ludc Blvd, 0 t :efce, IL -,4Q46 Job I russ truss type Uty Ply RYAN HOMES / SUMMERLAND WRCSUKL5 I B03 lCommon 12 1 A0064334 a Run: 8.210 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24 ID:?s0QvllzBGko2hFpRYibzzzOpep-ldfcE?OWSIVYmYv4V,fTkm?x9XRCSsmI 1-0-0 6-2-11 10-8-0 15-1-5 21 224-9i -6-0 1 6-2-11 4- 4-6.5 4-5-5 6-2-11 1-0-0 4x4 10.8-0 4x4 5x8 21-4-0 10-6-0 LOADING (pso SPACING- 2-0-0 i CSL i DEFL. in loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0,53 Vert(LL) 0,18 8-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0,41 8-11 631 240 BOLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 i Matrix -MS Wind(LL) 0.12 8-14 999 240 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 3-11-2 oc purfins. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. MiTek recommends that StabilizersI and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min. 0-1-8) 6 913/0-3-8 (min. 0-1-8) Max Herz 2 86(LC 17) Max Uplift 2 = 275(LC 12) 6 275(LC 13) Max Grav 2 913(LC 1) 6 913(LC 1) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. FOP CHORD 2-3=- 161811203, 3-4=- 1228/895, 4-5=-1228/895, 5-6=-1618/1203 BOT CHORD 2-8=-966/1463, 6-8=-972/1463 WEBS 4-8=-4231684, 5-8=-457/525, 3-8=-4571525 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=25ft; Cat, I I , Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed : end vertical left exposed;GCC-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 275 lb uplift at joint 2 and 275 lb uplift at joint 6. LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 4x4l PLATES GRIP MT20 2441190 Weight: 91 lb FT = 10% 110 - -00 ON I" wr'l N "0' WM Th I An9i,,)ny T, lomho :11, ;1 E. 0 0 -1" tA, , 1), "4—Ne, 0 '4 Wcq 4"t- . N -Wol 0 N It 1, t * 'k, *% krrnq Of, W R T d titV "'" Nel - 9 * 1—, .1" wfq "00' W W-e 0, 4 9 Z7 80083 P P4., N. e451 St. Lucie filvd, V'W.I,-4'm—WA'0W f o,t D:o(e, FL 'W46 III,, kument 'n ofly fum, It PMh'bfIe4 w'Ihw tht one. pemwo I'm A IRof i'wt4k4ony 1 4,40 111, P I, Job a Truss I Truss Type Qty Ply RYAN HOMES/ SUMMERLAND WR,CSUKL5 B04 ICOMMON 3 1 A0054335 Job Referenre (optional) I I ---- I --l— I I Run: 8.210s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16i24:35 2018 Pagel ID:?sOQvilzBGko2hFpRYibzzzOpep-nqC_SLP9D2dPQhUG3BG?Y9hgsbmeVBOp9J6S2iz2N9w 6-2-11 10-8-0 15-1-5 4- 1 1-0-0, 6-2-11 4-5-5 4-5-5 6-2-11 4x4 10-8-0 4x4 5X8 LOADING (pso SPACING- 2-1-0 CS1. DEFL. in floc) I/def! L/d TCLL 20.0 Plate Grip DOL 1.25 I TC 0.68 Vert(LL) 019 7-10 999 360 TCDL 10.0 1 Lumber DOL 1,25 BC 032 Vert(CT) 0.43 7-10 599 240 BCLL 0.0 Rep Stress Incr NO WEI 0.27 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.14 7-10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-8-8 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing, REACTIONS. (lb/size) 6 887/Mechanical 2 95310-3-8 (min. 0-1-8) Max Harz 2 99(LC 16) Max Uplift 6 256(LC 13) 2 287(LC 12) Max Grav 6 = 887(-C 1) 2 953(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1689/1262, 3-4=-1284/942, 4-5=-1284/943, 5-6=-1694/1267 BOT CHORD 2-7=-1049/1528, 6-7=-1056/1534 WEBS 4-7=-451/717, 5-7=-483/553, 3-7=-476/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft Cat, 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 6 and 287 lb uplift at joint 2. 7) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Deft, = 1/4 in 4x4 , PLATES GRIP MT20 2441190 Weight: 89 lb FT = 10% V—q r—t N% IcOi 119WL: sz-X.;lSA4. i.rl!2 t ,UIPMX: A[n* lroori- w,to"-U NIS. 1 4,*W f 04e6 t IM .1, N: r-W 14-1" W,"4111r 0 11qI t4t,"4m*, M W, , !M OlAnony Tonto 111, PT, AR ZIA .41, V— N*,,,4o-0 meek WW—y,, '*— t, T W w-4 I— IN J- W 0, 0 1, 4- tIT Eq— W 4.,WaMeu M, tn— 0 e, W*N k! N,,q,A 0— It, I 44 SA Sri-unt Blvd 1604sit kplhoyl T- Wil PA, I koollw-; Pf, Zt I Job Truss Truss Type Uty Ply RYAN HOMES I SUMMERLAND WRCSUKL5 Cil Corner Jack 10 I 1 A0054336 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:36 2018 Page I ID:?sOQvllzBGko2hFpRYibzzzOpep-FOmMfhQn_MlGOr3SdunE4ME_f?liwEivyOzr?58z2wgv 1-0-0 0-11-11 2X4 0-11-11 0-11-11 LOADING (pso l SPACING- 2-0-0 CSI. DEFL, in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0-00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 4 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix -MP Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11 -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 8/Mechanical 2 130/0-3-8 (min. 0-1-8) 4 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 5(LC 12) 2 82(LC 8) 4 = 1(LC 1) Max Grav 3 8(LC 22) 2 130(LC 1) 4 15(LC 8) FORCES. (lb) Max. Comp,/Max. Ton. - 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=25ft; Cat. 11 ' Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) 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 (all 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 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard lilt Anthony T. Tomtx) 7,11, ¢) 1: c 9083 M 44 1 St, Lucie Blvd. FoJ %etc- R -'W46 OPY1,1WO ?Olt, A I ioltm,fS kaillopyl ma ImboilLp'l. Repwdww, 0 teo $0(At"n lum"s P,00,W .4co the .."eeptwismhofflik I kofhmes AsteARY 1. lemkolli,pf, Job , Truss Truss Type Q WRCSUKL5 CJ2P Comer Jack 4 A0054337 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun A ID:?sOQvIlzBGko2hFpRYibzzzOpep-FOmMfhQn-,MlGOr3SdunE4ME_ 1-0-0— 4 1 1-0-0 1-5-11 2x4 0-4-8 LOADING (pso SPACING- 2-0-0 CS1 * I DEFL. in floc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 TCIL 10:1 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 999 240 BC LL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlin& BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and regU tred cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 1/Mechanical 4 11 /Mechanical 2 18710-3-0 (min. 0-1-8) Max Harz 2 = 43(LC 8) Max Uplift 3 7(LC 9) 4 = 11(LC 1) 2 147(LC 8) Max Grav 3 = 5(LC 17) 4 = 13(LC 16) 2 187(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (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 ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DQL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 6 lb FT = 10% ss-, N tw"", "nunft,41 IX RNA i it kd—%-wsv—, w, 1"" w s-Of. 0 Intl -04 "o nut Insft"W, —.Ooi,,, Oft pili,,Md vt,." 111MIAM, '$U 4111, 0, 1"!5 OW14 . at Or *—A" IM I ww 49.y msam"'0*10i Anthony T. Tornbo 11, 4, 0"04A,wmi 'k"" 0I.V W hw 0 4, 1- q, a,se,% W k';,, ssf . N 0 80083 0 * 4x r4 TOP "! 1, pm—, .4 r"., 0 ft totsq (."m tan tv,,a V, ,NnW . IM a4 skis. rtft,,W. ftft, PA." W; 01*, *1 1- ]"T, tsyftv .1 !,K a —11 4451 St, Lucie Blvd, FA Recce, FL 34046 a ZEhis,04t0io, afth,5 d—atta"n any Intat, is pohilioil erithaol the -ttea poissisitas him A I Rai ltmes Apthopyl,104010,P1 Job WRCSUKL5 CJ3 I Corner Jack RYAN HOMES / SUMMERLAND 10 A0054338 2x4 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:37 2018 Page I ID:?sOQvilzBGko2hFpRYibzzzOpep-jCKIt1 QPlgt6d?efBelTdan9JPcpz996cdbZdbz2N9u 2-11-11 2-11-11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Ltd PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 TC 0,11 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 EICLL 0.0 Rep Stress Incr YES WB OM Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purfins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTe''k recommends that Stabilizers a I nd required ncrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 70/Mechanir-al 2 187/0-3-8 (min. 0-1-8) 4 36/Mechanical Max Herz 2 75(LC 12) Max Uplift 3 48(LC 12) 2 = 71 (LC 8) Max Grav 3 70(LC 1) 2 187(LC 1) 4 51(LC 3) FORCES. (lb) Max, Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard 41 i0o q An'hmy f, Tomb* :11, ? E. 4'VW0,11.Nkm"od 141WRI 000 0'Ao1iovf"T'wq' Z 80083 4451 St, Lude Blvd. F oi t P efce- Ft, 34946 opyrqhl 0 1016 A I toot I'"S" Ply I RYAN HOMES / SUMMERLANDJob . Truss WRCSUKL5 CJ4P Corner Jack 4 1 Job, Reference (op Run: 8.216 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Ir ID:?soQvl[zBGko2hFpRYibzzzOpep-BOu 1-0-0 31-5-111 1-0-0 3-5-11 A0054339 s, Inc. Tue Jun 26 16:24:38 2018 Page I Wz?zF9DHJpi9nJITpxRicPFrGK6A1z2N9t 2x4 0-4-8 1 3-5-11 3-11-3 LOADING psf SPACING- 2-0-0 CS 1. DEFL. in loc) Ildefl Lld- C PLATES GRIP TCLIL 20,0 Plate Grip DOL 1.25 TC OA4 Vert(LL) 0.01 4-9 999 360 MT20 2441190 TCOL 10,0 Lumber DOL 1.25 BC 0.114 Vert(CT) 0.01 4-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FEC2017/TPI2014 Matrix -MP i Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purfins. 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. i REACTIONS. (lb/size) 3 711/Mechanical 4 = 32/Mechanical 2 231/0-3-0 (min. 0-1-8) Max Horz 2 71(LC 8) Max Uplift 3 = 45(LC 8) 4 30(LC 9) 2 = 163(LC 8) Max Grav 3 71 (LC 1 4 = 52(LC 3) 2 231 (LC 1) FORCES, (Ib) Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust) Vasd=l 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; 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 leads- 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 45 lb uplift at joint 3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2, LOAD CASE(S) Standard W.." 13r, FIA53"iUli" 9441k U015 it I., ),A to— 4wwr"" Of 6.' z"" oup ,'W ' sx,O#' wo-: 1, O M 7q low, fi, T-0 Wholly T. Tomitc, 717, P.L. 4 t." ON 1—N . 14 I.wq D"J.' i* Wort T. 4. V wi§' W kAV4, .4 la 1 Z 80083 MW 1. ol r0-010 Wit" (.fm 4Art+ixlroetaa NV pth,W 1, iA 114WA n.,A-l*"',?4me 44S1 St. Lucie Blvd, Fort Pierce, FL 34946 Job Truss (Truss Type City Ply RYAN HOMES/ SUMMERLAND A00.54340 WRCSUKL5 CJ5 I Corner Jack 10 I Run- 8.210 s May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc, Tu ID:?s0QvilzBGko2hFpRYib7zzOpep-fbSVHjSffIH7qtJo11I 1-0-0 4-11-11 04 4-11-11 2x4 : Plate Offsets (X Y)-- [2:0-0-10,0-6-91 4-11-11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/deff L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Verl(I-L) 0.03 4-7 999 360 TCDL Mo Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 999 240 BCLL ao Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek -recommends that - Stabilizers and required I cross bracing be installed during truss erection, in accordance with, Stabilizer Installation guide, REACTIONS, (lb/size) 3 = 126/Mechanical 2 263/0-3-8 (min. 0-1-8) 4 64/Mechanical Max Horz 2 115(LC 12) Max Uplift 3 89(LC 12) 2 80(LC 12) Max Grav 3 126(LC 1) 2 263(LC 1) 4 = 90(LC 3) FORCES. (Ib) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd= 1 16mph, TCDL=5.Opsf, BCDL=5.Opsf: h=25ft; Cat. It; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 17 lb FT = 10% 41 M% I W" WM3 'IV ' ki 17- 0,,Ip S-0, 1,#—: 11 1W 14041,11IM, . Ww- ON VA"I1.0 N #"rom' karts .1k, 100 W, Anthony T. Tomb.) 111, 01, 0 NV W ! fA—f N x" "4 'a w ad0 z 80083 4451, St, tmoe Blvd. i-'xt )le'ce' FL 34945 Job , Truss Truss Type Qty Ply RYAN HOMES I SUMMERLAND WRCSUKL5 D02 Flat Girder 1 1 A0054341 Job Reference, (optional) Run: 8,210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:40 2018 Page 1 ID:?sOQvitzBGko2hFpRYibzzzOpep-7nOtV3TH2bFhUTNDskrBFCPWzcT4AMUYJapDEwz2N9r I-1,0-12j 4-5-2 8-6-9 12-7-15 16-9-6 21-2-8 22-3-4 1-0-12 4-5-2 4-1-6 4-1-6 1 4-1-6 4-5-2 1-0-12{ Dead Load Dell, = 3/8 in 2x4 11 6x8 5x 10 M1 201-18 4x4 6x8 - 2x4 11 1,5x4 11 4-5-2 1 12-7-15 1 1 (1-9-b 1 2 1 _z_d 1 4-!i-2 4- 1 -6 4-1-6 4-1-6 4-5-2 LOADING pso SPACING- 2-0-0 jf Csl. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0.66 3 Vert(LL) 0.38 12-13 658 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.7812-13 320 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0,08 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.39 12-13 634 240 Weight: 103 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.2 *Except* Wi: 2x6 SP No.2, W3:2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-4 or, purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-14 oc bracing. MiTek recommendsthatStabilizers and required cross bracing be installed during truss erection, in I accordance withStabilizerinstallation guide, REACTIONS. (lb/ size) 16 1054/ 0-7-4 (min. 0-1-8) 10 = 1053/ 0-7-4 (min, 0-1-8) Max Horz 16 48( LC 5) Max Uplift 16 323( LC 4) 10 323([_ C 5) Max Grav 16 1054( LC 1) 10 1053( LC 1) FORCES. (lb) Max, Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=- 968/335, 2-17=-3075/785, 17-18=- 3075/785, 3-18=-3075/785, 3-19=- 30751785, 19-20=-3075/785, 4-20=- 30751785, 4-21 =-4651/1176, 21-22=- 465111176, 5-22=-4651/1176, 5-23=- 3079/786, 6-23=-30791786, 6-24=- 30791786, 7-24=-3079/786, 7-25=- 3079f786, 25-26=-3079/786, 8-26=- 3079t786, 8-1 0=-9691335 BOT CHORD 15-29=- 1192/4673, 14-29=-1192/4673, 13-14=- 1192/4673, 13-30=-119214673, 30-31=-1192/4673, 12-31=-119214673, 12-32=-1181/4651, 32-33=- 1181/4651, 11 -33=-1 181/4651 WEBS 2-15=- 737/2945, 4-1 5=- I 648/429, WEBS 2-15=-737/2945, 4-15=-1648/ 429, 8-11 =-741/2950, 5-11 =-1621/420 NOTES- 1) Wind: ASCE 7-10; VLI[t= 150mph ( 3-second gust) Vasd=1 16rnph; TCDL=5.Opsf; BCDL=5. Opst; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right ght exposed, Lumber DOL=1,60 plate gripDOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 16 and 323 lb uplift at joint 10, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 29 lb tip at 0- 2-12, 38 lb down and 26 lb up at 2-0-12, 38 lb down and 26 lb up at 4-0-12, 38 lb down and 26 lb up at 6-0- 12, 38 lb down and 26 lb up at 8-0-12, 38 lb down and 26 lb up at 10-0-12, 38 lb down and 261bupat 11-1-12,381bdown and 261b up at 13-1-12,381bdawn and 261hupat 15- 1-12,38 lb down and 26 lb up at 17-1-12, and 38 lb down and 26 lb up at 19-1-12, and 32 lb down and 30 lb up at 20-11-12 on top chord, and 18 lb down at 2-0-12, 18 lb down at 4-0-12, 18 lb down at 6-0-12, 18 lb down at 8-0-12, 18 lb down at 10-0- 12, 18 lb down at 11-1-12, 18 Ity down at 13-1-12, 18 lb down at 15-1-12, and 18 lb down at 17-1- 12, and 18 lb down at 19-1-12 on bottom chord. The design/selection of such connection deviGe(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=- 60, 2-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 2=-10(B) 8=-10(6) 14=-18(B) 17=-10(B) 18=-10(B) 19=-10(B) 20=-10(8) 21=- 10(B) 22=-10(B) 23=-10(B) 24=-10(B) 25=- 10(6) 26=-10(B) 27=-18(B) 28=-18(B) 29=- 18(B) 30=-18(B) 31=-18(B) 32=-18(B) 33=- 18(6) 34=-18(B) 35=-18(B) 1 IN W"W, lk r1h1u.0 M-q 111P. 144* W k1r, 0 4'.0, I's, TOP W, "A" R i An'howy Tomh l i11, P f a- mW#" I." ae", .,!.'W 0 14 K t, V, t In, W It 1 1"tr 0 Wyn oo.•0 4, 11", "J" WC.,ym ya, .4t*. * k.,qA4 0 80083 rte ku 4451 St,,ude Blvd. TF, F,,A PTice_ FL 34946 yy6Jh1* ?W4 I k0ahmmP1, hPtft&1io0 lh,, domme.1, m any lofm", pok,bod clkul th, 90011-,y Whop( Llacakolll,?L Job RYAN HOMES / SUMMERLAND WRCSUKL5 FG1 FLAT GIRDER 11 2 A0054342 Job Reference (optional) Run: 8,210 s May 18 2018 Print: 8,210 s May 18 2018 Mi I T I ek Industries, Inc, Tue Jun 26 16:24:41 2018 fPage ID:?sOQvllzBGko2hFpRYibzzzOpep-bzaFiPTvpuNY6cxQQRNQnQxeSOoYvouhXEZmmMz2.N 4-8-7 6-10-12 1 9-1-2 10-74 12-1-6 1, 14-3-12 16-C 1617r13 , 18-8-7 20-" 2 M 2-2-5 1-6-2 2-2-5 2-2-5 0A-12 2-0-9 2-0-9 Dead Load Defl. = 9/16 in 300 - 5X6 3x10 3x8 7x10 IVIT201-1&-- 3x4 2x4 ;I 3x4 3x4 3x8 = 3XI0 5x6 18-1013 2-6-1 4-8-7 6-10-12 9-1-9 1 0-7-4 12-0-15, 14-3-12 1"-1 18-6-11 1V 21-2-8 I I2-rl I i2-2-5 2-2-5 I I2,2-13 I I I1-5-11 2-2-13 1 2-2-5 0 12:64) 1;4 2-4-5 1 Plate Offsets (XIY)-- 2:0-3-8,0-1-8], [3:0-3-8,0-1-8]. [4:0-3-8,0-1-8], [8:0-3-8,0-1-8], 10:0-3-8,0-1-8], [11:0-3-8,0-1-8], 14:0-3-8,0-1-8], 19-1-" 2" 15:0-3-8,0-1-8], [20:0-5-0,0-5-4], 21:0-3-8,0-1-8, 122 3-8,0-1-81 LOADING (pso SPACING- 2-0-0 j CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.00 TIC 0,86 Vert(LL) 0,29 18 867 360 MT20 2441190 TCDL 10.0 i Lumber DOL 1.00 BC 0.82 Vert(CT) 0,85 18 293 240 MT20HS 187/143 BCLL 0.0 Rep Stress I ncr NO WB 0.72 Hor7(CT) 0,10 13 n/a n/a BCDL 10,0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight. 238 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2,0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP N0.3 *Except* wi: 2x6 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 23 3477/0-7-4 (min, 0-1-8) 13 346710-7-4 (min, 0-1-8) Max Horz 23 6) Max Uplift 23 93(-C 4) 13 143(LC 5) Max Grav 23 3477(LC 1) 13 = 3467(LC 2) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-724/181, 1-24=-715/0, 2-24=-715/0, 2-25=-646610, 3-25=-646610, 3-4=-11580/0, 4-5=-15433/0, 5-6=- 1717610, 6-7=- 17173/0, 7-8=- I 5188/0, 8-9=-11585/0, 9-10=-1 1585/0, 10-26=-6442/0, 11-26=-6442/ 0, 11-27=-714/0, 12-27=-714/ 0, 12-13=-727/237 BOTCHORO 22-23= 0/ 6466, 21-22=0/1 1580, 20-21=0/ 15142, 19-20=0/17176, 18-19=0/17879, 17-18= 011 7879, 16-17=0/1 7173, 15-16=0/1 5188, 14-15=0/1 1585, 13-14=0/6442 WEBS 5-19=0/292, 7-17=0/298, 5- 20=- 1951 /0, 2-23=-6218/0, 4-20=0/927, 2- 22=0/190 1, 4-21 =-3873/0, 3-22=-5562/0, 3- 21 =0/1 562, Continued on page 2 WEBS 5-19=0/292, 7-17=0/298, 5- 20=-1951/0, 2-23=-621810, 4-20=0/927, 2-22= 0/1 901, 4-21=-3873/0, 3-22=-5562/0, 3- 21 =0/1 562, 11-13=-619410, 7- 16=-2158/0, 11-14=0/1908, 8- 16=0/838, 10-14=-5593/0, 8-15=-3918/0, 10- 15=0/1599, 6-18=0/314, 6- 19=-832/0, 6-17=-834/0 NOTES- 1) 2-ply truss to be connected together with 1 Od 0. 13 1"0") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7- 101 Vult= 1 50mph (3- second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; CaL 11; Exp C; Encl., GCpi=0,18; MWFRS ( envelope); cantilever left and right exposed , end vertical left exposed; Lumber 001-=1.60 plate grip DOL=1. 60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 23 and 143 lb uplift at joint 13, 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2- 12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16-2- 8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb up at 20-2-8, and 390 lb down and 265 lb up at 20-11-12 on top chord. The design/selection of such connection device( s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1. 00 Plate Increase= 1.00 Uniform Loads (plo Vert: 1- 1 2=- 170, 13- 23=-20 Concentrated Loads (lb) Vert: 1 =-390 9=-208 12=- 390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282 24=-65 25=- 134 26=-134 27=-65 2) Dead + 0,75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1 .00, Plate Increase=1,00 Uniform Loads (plf) Vert: 1-12=-190, 13-23=- 20 Concentrated Loads ( lb) Vert: 1 =-324 9=-181 12=- 324 5=-246 7=-246 4=-246 3=-181 8=-246 6=-246 24=-56 25=- 1 16 26=-1 16 27=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0, 90 Pit, metal=0.90 Uniform Loads (plo Vert: 1- 12=-170, 13-23=- 20 Concentrated Loads ( lb) Vert: 1=-127 9=-101 12=- 127 5=-140 7=-140 4=-140 3=-101 8=-140 6=-140 24=- 27 25=-63 26=-63 27=-27 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads ( plf) 80083 4451 St. Lucie Blvd. RtP146( tio of lb" immeet, m aly lum"s pokb'W utlip"I the Felm"'iso I'm A I Rol Item hftthwU.fflbo III, P't, Fo,t Pzec(e, ft- 34946 Job - -- - - - -- I Truss Truss Type Q"y ply RYAN HOMES / SUMMERLAND A0054342 WRCSUKL5 FG1 FLAT GIRDER 1 18 2018 MiTek Industries, Inc. Tue Jun 26 1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Herz: 1-23=31 Concentrated Loads (lb) Vert: 1 =80 9=83 12z;121 5=48 7=48 4=48 3=83 8=48 6= 48 24= 13 25=42 26=42 27= 13 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase= 1,60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-1 2=- 125, 13-23=-20 Herz: 1-23=-8 Concentrated Loads (lb) Vert: 1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48 6= 48 24= 13 25=42 26=42 27= 13 17) Dead + 0.75 Roof Live (bal,) + 0.75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-125, 13-23=-20 Horz: 1-23=24 Concentrated Loads (lb) Vert: 1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48 6= 48 24=13 25=42 26=42 27=13 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0. 75(0,6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-1 2=-1 25, 13-23=-20 Hor7: 1-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6= 48 24=13 25=42 26=42 27=13 41 W- 4 %" 6-0! " 1* *4 1 kW [Wsfi' 1".411:'F[t"—'4w'wr"" 14-0b f Me' (—,. 1"! iw S'NUM—" M.W "'wo Anthony L fotn" 11, P 1, wwor. it, ' C, .0'*% 60''k win I le%K-Oln V-4tntA,'0!. 1" k1*44,1'", Mv. .9 ", !,w g' 800,83 ft Meet apn— M row"I'm "ej(.r" *v,' w-R. "W'r' tdhw' in "t A(A 4451 St, Woe Blvd. Fork 7oce. Fl 3d(146 opytqW021116A I kPolbow, h1honylAoh4111'PJ' tep,06"am el th's documenE, is Mertorm,is ptolt'h0d .40.1 the erimett peml"044M A lkaoflrwei Aotheey r 100.111'N' jot) [mI Truss Type Ply RYAN HbMES-/ SummERLAND WRCSUKL5 FGs2s FLOOR 1 A0054343 JobbReference ( optional) Run: 8, 210 s May 18 2018 Print: 8,210 s May 18 2618 MiTek industries, Inc. Tue Jun 26 104:41 201_8_'Page ID:?sOQvllzBGko2hFpRYibzzzOpep- bzaFiPTvpuNYGcxQQRNQnQxkWOlgvoJhXEZmmMz2N! 3-7- 3 5-9- 12 7-3-13 10-1 12-7-8 1-5- 2 1 1 + __ -- 4 1 2-2-1 2-2-9 1-6-1 2-9-7 2-6-5 - 1.5x4 11 1.5x4 11 1 3x6 5X10 1. 5x4 11 1.5x4 11 3x6 - 2x4 11 2x4 i I 4x4 11 5-9- 11 2-2- 9 LOADING (pso i SPACING- 2-0-0 CS1. DEFL. in loc) I/defll Ud TCLL 40, 0 Plate Grip DOL 1.00 i TC 0.48 Vert(LL) 0-05 9-10 999 360 TCDL 10. 0 Lumber DOL 1.00 13C 1.00 Vert(CT) 0.07 9-10 999 240 BCLL 0. 0 j Rep Stress Incr NO j WB 0.76 Horz(CT) 0.01 8 n/a n/a BC DL 5.0 Code FBC2017ITP12014 Matrix MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* WI: 2x6 SP No.2, W5:2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals_ BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (lb/ size) 14 = 1797/ 0-3-8 (min. 0-1-8) 8 = 229410- 3-8 (min. 0-1-8) 11 5898/ 0-3-8 (min, 0-3-8) Max Grav 14 1812( LC 3) 2307(LC 4) 5898(LC 1) FORCES. (lb) Max. Comp./ Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=- 1523/0,1-2=-2031/0, 2-3=-2031/0, 3-4=- 2031/0, 4-5=-3146/0, 5-6=-3146/0, 6-7=- 314610, 7-8=- 1311 /0 BOTCHORD 12- 13= 0/2031, 12-15=-948/0, 11 - 1 5=-948/0, 10-11 =-948/0, 10-16= 0/3146, 9-16=0/3146, 9-17=0/644, 8-17= 0/644 WEBS 1- 13= 0/2277,4-12=0/3181, 4-1 1=-4005/0, 4-10= 0/4770, 5-10=-422/0, 6-9=0/282, 7-9= 0/2703 NOTES- 1) 2- ply truss to be connected together with 1 Od 0. 13 1"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - I row at 0-7-0 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 floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc, and fastened to each truss with 3-1 Od 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 5) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1442 :b down at 1-3-12, 1442 lb down at 3-3-12, 1442 b down at 5-3-12, 1442 lb down at 7-3-12, and 1442 lb down at 9-3-12, and 1442 lb down at 10-11-8 on bottom chord. The design/selection of such connection device( s) is the responsibility of others, LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1, 00, Plate Increase=1.00 Uniform Loads ( pig Vert: 1- 7=-100, 8-14=-10 Concentrated Loads ( lb) Vert: 13=- 1442(8) 12=-1442(B) 10=-1442(B) 15=-1442( B) 16=-1442(B) 17=-1442(B) 12-7- 8 PLATES GRIP MT20 244/ 190 Weight: 129 lb FT = 10% 0 . Y too tp-ti 0 _Pwt 0 to p owl"d (tsf—loo 1, 14 tt,r Wr. *%, I.- t*",# . .1, toD .1, 4x n 1 :4 ("'r na.rf- I" tm.s Anlhcmy T. [,)mho 1E, J E OAqt"441 80083 401W h 4 Awq"4". ," d&rca site: i, dq.. , N d 4451 St. I o6e, Blvd, 4j i"I fml,sWhopy 1, 5do M P1 .Y .0cultht -"to ptmiwohom A-1 toofTaws hakpy V lophIll, PA, Fort Pierce, IT 34946 Truss Truss Type KL5 FG3 Flat Girder K IMAM) A0054344 Run: 8,210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:42 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-3A7ewkUYaCVPkmWc_9ufKdUwMQFLeNJrmulKJoz2N9p 5-9-12 10.1-0 --- 2-3-8 1-11-12 1-6-8 1-11-12 2-3-8 sxo 3X8 4-34 5-9-12 10-1-0 1-6-8 4-3-4 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,00 TC 0,41 Vert(LL) 4011 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0,33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WEI 0.20 Horz(CT) 0.01 7 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix MS Wind(LL) 0.01 8 999 240 Weight: 113lb FT=10% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 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, REACTIONS. (lb/size) 10 1029/0-7-4 (min, 0-1-8) 7 156310-3-8 (min.0-1-8) 9 = 2575/0-3-8 (min- 0-1-8) Max Herz 10 39(LC 6) Max Uplift 10 293(LC 4) 7 215(LC 5) 9 226(LC 5) Max Grav 10 1029(LC 1) 7 1563(LC 1) 9 2575(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except whenshown. TOP CHORD 1 -10=-907/286, 2-12=-1121947, 12- 13=-112/947, 3-13=-112/947, 3-14=-112/ 947, 4-14=-112/947, 4-15=-540/140, 5- 15=-540/140, 5-16=-326/47, 6- 16=-326/47, 6-7=-833/138 BOTCHORD 9-1 0=-671633, 8- 9=-140/540, 7-8=-286/1815 WEBS 3-9=-939/90, 4- 9=-17411145, 4-8=-80/588, 2-10=-535/67, 2-9=- 1404/196, 5-8=-1410/269, 5-7=-1635/ 271 Continued on page 2 NOTI-M 1) 2-ply truss to be connected together with 1 Od 0. 13 1"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - I row at 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0- 9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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) Wind: ASCE 7-10; Vult=l 50mph (3- second gust) Vasd= I 16mph; TCDL=5.Opsf BCDL=5.Opsf; h=25ft- 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 DOL=t60 4) Provide adequate drainage to prevent water pending. 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 293 lb uplift at joint 10, 215 lb uplift at joint 7 and 226 lb uplift at joint 9. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2- 12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Standard 1) Dead + Roof Live ( balanced): Lumber Increase= 1. 00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 1 3=-420(B=- 250), 6-13=- 170, 7-10=-20 Concentrated Loads (lb) Vert: 1 =-390 11 =-65 12=- 134 14=-208 15=- 282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0. 75 Attic Floor: Lumber Increase=11.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 1 3=-409(B=-219), 6-13=- 190, 7-1 0=-20 Concentrated Loads (lb) Vert: 1 =-324 11 =-56 12=- 116 14=-1 81 15=-246 16=-1261 14) Dead: Lumber Increase=0,90, Plate Inr- rease=0, 90 PIL metal=0.90 Uniform Loads (plf) Vert: 11- 1 3=-295(B=- 125), 6-13=- 170, 7-1 0=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=- 140 16=-717 15) Dead + 0.75 Roof Live (bal.) + 035 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1- 1 3=440(B=-315), 6-13=-125, 7-1 0=-20 Herz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11= 13 12=42 14= 83 15=48 16=189 16) Dead + 0.75 Roof Live (bal.) + 0.7.5 Attic Floor + 0.75(0.6 MWFRS Wind (Neg, Int) Right): Lumber Increase= 1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-1 3=-367(B=-242), 6- 13=- 125, 7- 1 0=-20 Herz: 1-10=-8 Concentrated Loads (lb) Vert: 1 =80 11 = 1 3 12=42 14=83 15= 48 16=1 89 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=11.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=419(B=-294), 6-13=- 125, 7-10=- 20 Herz: 1-10=24 Concentrated Loads (lb) Vert: 1=80 11= 13 12=42 14= 83 15=48 16=189 01 W-9 M—U"O!'m" WA I U0 WISEF QNIA- FEW WO' 'N AWIC1151"KIX: VOCC,"'AllW, 4-91 w "o "i'M l— ),r' ,JUJU,. . N Ott.! I 1'0v ;' F i lo—, Anl'ronv I Tofnbo ;[5,;)1, F tA:W*410k'0J WflAi 80083 0.' 0" 4451 $t. Woe Blvd. Mk' 'Wo W W% .-I h, I F W ercp, FL 34446 Qty WRCSUKL5 ( FG3 Flat Girder 11 A0064344 LOAD CASE(S) Standard 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1 .60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-13=-367(8=-242), 6-13=-125, 7-10=-20 Herz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:42 2018 Page 2 ID:?sOQvIlz8Gko2hFpRYibzzzOpep-3A7ewkUYaCVPkmWc-9ufKdUwMQFLeNJrmu[KJoz2,N9p IMiuv ,ttww, ' 04 6 7 S";01 40-1 f'w In Vp"W' . -It- 0 ft FA Anthony T. I ombD it;, P.E. ra 0 w, I v ,, 104l, r" 0 e' I.., IN G 04, O.M. Re t""; hej. we 0 TWW m rm'1w, rd'N 0'" W" ("" Ww, ttcsw l tw"w "'M W A(A .' :d-0 V 7" r"., IV I A— neasa.Se *' I as 0"'" 1 " 1" 4451 St. Woo Blvd. ort De ice, eice, FL34946 opy"INC) ? 014A I kodi'mes Aftlho,tl' Iomho Ill, P1, I Robf1w," WW.I'T0MWll'p[' Truss Type Qty Ply RYAN HOMES/ SUMMERLAND Floor 6 1 494 Reference (optional) Run: 8-210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Toe Jun 2 ID:?sOQvilzBGko2hFpRYibzzzOpep-YMhO74VALWdGLw5oXsPusrI 1-8-0 1i 1-1078 1-8-0 3x4 3x6 FP 3x4 4x8 4 5 6 7 8 9 10 A0054345 6 16:24:43 2018 Page 1 OqqTaNgt_?Y2trEz2N90 0j1j-8 Dead Load DefL = 3/16 in M 22- 9 2 3x6 - 4x8 3x12 MT20HS FP 30 = 4x8 3x6 1.5x4 SP 3x4 21-2-8 21-2-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-3-8,Edge], (4:0-1-12, Edge], [8:0-1-12, Edge], [ 10:0-3-8, Edge], 13:0-3-0, Edge]. [14:0-1-8, Edge], [15:0-1-8,Edge], [17:0-3-8,Edge], 19:0-1-8,0-0-121, [21:0-1-8,0-0-12] LOADING (psf} SPACING- 2-0-0 CS1. I DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.43 14-15 585 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 1871143 BCLt- 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0,10 12 n/a n1a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 104 In FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2 ' 2x4 SP No,2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 1146/0-7-4 (min. 0-1-8) 18 1146/0-7-4 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-490210, 5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-9=-3713/0, 9-10=-3713/0 BOTCHORD 17-18=0/2162, 16-17=0/4610, 15-16=0/4610,14-15=0/4902, 13-14=0/4613, 12-13=0/2163 WEBS 10- 1 2=-2391/0, 2-18=-2391 /0, 10- 1 3=0/1 714, 2-17=0/1 717, 9-13=-252/0, 3-17=-255/0, 8-13=-995/0, 4-17=-990/0, 8-14=-1 061727, 4-15=- 1 08r733, 5-15=-315/10, 6-14 =-31 1 /10 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. Anthony T. Tombo 11, P,E, 4 111W111 04, AV "P-A-0 4451 St, Woe Blvd, root FL 34946zt (orfiqhl 0 7016 A I k4of Atthoy 1, 1.46 [it P'L 9tpedy(tior, ef lki8 40(me"I'm opy for."s Ph'b'Itd ordkel the ofet po-wm I'm A 190.1 Whoy I Imb III, P L Joe j I russ indss iype city IIY I RYAN HOMES/ SUMMERLAND A0054346WR I CSUKL5 FL02 Floor I - ------- ' Job Reference (optional) Run: 8,210s May 18 2018 Print: 8.210s May 18 2018 MiTek Industries, Inc. TueJun 2616:2AI:,43X1'8'Page 1 ID? sOQvIlzBGko2hFpRYibzzzOpep-YMhO74VALWdGLw5oXsPusrl?IqRiNgy_?Y2trEz2N90 0- 1-8 2- 6-0 2-5-0 1-8-0 0- 1 0-8p11-8 Dead Load Det]. -- 118 in A 9 2 3x6 - 3x8 - -- 3x4 3x8 MT20HS FP: 3X10 - 4x8 54 Plate Offsets (X,Y)-- [ 1:Edge,0-0-1 21, [4:0-1-8, Edge), [6: f201: 10-1-_8,0-0-1211[22:0-1-8,0-0-12] LOADING ( pso SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5,0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No,2(fiat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No,3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 12-13. REACTIONS. ( lb/size) 13 2335/0-3-8 (min. 0-1-8) 19 = 1027/0-7-4 (min. 0-1-8) Max Grav 13 2335(LC 1) 19 1052(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except whenshown. TOP CHORD 12- 22=-1066/0, 22-23=-1066/0, 11- 23=-1066/0, 2-3=-3302/0, 3-4=-3302/0, 4- 5=-4104/0, 5-6=-4104/0, 6-7=-3067/0, 7- 8=-306710, 8-9=-3067/0, 9-1 0=01917 BOT CHORD 18- 19=0/1 963, 17-18=0/4104, 16- 17=0/4104, 15-16=0/3894, 14- 15=0/3894, 13-14=011 578, 12- 13=-917/0 WEBS 10- 1 3=- 1288/0, 2-19=-2171 /0, 2- 18=011 480, 3-18=-301/43, 4-18=- 1130/0, 9- 13=-2353/0, 9-14=0/1 706, 7-14=-261 /0, 6- 14=-976/0, 5-16=-296/0, 10-12=0/1 388, 6- 16=-107/712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 1.5x4 MT20 unless otherwise indicated. 1- 12,Edgel, 19:0-3-8,Edgel, [12: CS1 * DEFL. in (loc) I/deff L/d TC 0-78 Vert(I-L) 0.48 14-16 490 360 BC 0.96 Vert(CT) 0.57 14-16 413 240 WB 0,81 Horz(CT) 0.08 13 n/a n/a Matrix- S 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc; and fastened to each truss with 3-10d 0, 131"X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11 =- 1070 21- 2-8 0 i -0 1- 118 816: 0-1-8,Edqel J18:0- -- , , 3-12, PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 lb FT = 10%F, 10%E Mal , ARt(MI fnk* to Afa N T)D" y, '04 s, 7- 4"'" $-.b "" As "o . ony lboapm, ON ps!"u.0 N orB .?, 1!- 0,14 .0, IN W, kA. 1?}I '40,p "ing tvow '"# Anqi,%sny T, Tcombo T, d F 0, ., R1 ON'"W"!1,04 0,s0- ftk*ayl" 4 4;O-W. P.0 }4.1 It 7 W83 4451 St, Lude Blvd, i aft Pierce, FL 34946 op"thl ) n1t A 11001 liNsw Aniboy 1, I.MN 111, PJ, hp,0660, of Ms 40mantni'm any fann, is lifoh'W'd .,thal tht pewiayfl tinny A I Rof Insles Apthtin" [ fwto 10, P'l Truss Type Q Floor 5 Run: 8,210 s May 18 2018 ID:?sOQvl 2-0-12 , , 2-0-0 3x4 3x4 - 3x6 FP 4 r A 7 8 A0054347lJablReference(optional), 1 0 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:44 2018 Page 1 010 - 3x3 11 3x4 9 10 11 1-11114 0 1-3--0 ?-tJ-8 Dead Load Defl. = 1/8 in U3 12 13 260 9 3x6 - Us 3x4 4x8 --- 3x6 Flu 400 -: 3x6 - 19-11-4 2b-9-0 19 - 5-9-12 Plate - Offs , ets (X,Y)-- [,:Eclge,64-12], [4:6-1-8,Edge], [6:0-1-12, 1111-4 Edge], [11:0-1-8,Edge], (117:0-4-8, Edge], [19:0-2-12,Edge], (20:0-1-8, Edge], (22:0-3-8,Edge], [24:0-1-8,0-0-12]. LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deff L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(I-L) -0.3819-20 >631 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BC 037 Vert(CT) -0.51 19-20 >462 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Hor7(CT) 0.07 17 n/a n/a BCDL 5-0 Code FBC2017rTP12014 Matrix-S Weight: 128 lb FT 1 O%F, 1 O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except' NOTES- T2: 2x4 SP M 30(flat) 1) Unbalanced floor live loads have been considered BOT CHORD 2x4 SP No,2(flat) *Except* for this design, 61: 2x4 SP M 30(flat) 2) All plates are 1,5x4 MT20 unless otherwiseWEBS2x4SPNo3(ffat) indicated. BRACING- 3) Provide mechanical connection (by others) of trussTOPCHORDtobearingplatecapableofwithstanding163lbupliftatStructuralwoodsheathingdirectlyappliedor2-2-0 oc joint 14. pudins, except end verticals. 4) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD 10-0-0 oc and fastened to each truss with 3-1 Od( 0. Rigid ceiling directly applied or 6-0-0 oc bracing. 13 1" X 3") nails, Strongbacks to be attached to REACTIONS. (lb/size) walls at their outer ends or restrained by other means. 23 1007/0-7-4 (min. 0-1-8) 5) CAUTION, Do not erect truss backwards. 14 36/0-3-8 (min, 0-1-8) 17 = 1749/0-3-8 (min.0-1-8) LOAD CASE(S) Max Uplift Standard 14 -163(LC 3) Max Grav 23 = 1015(LC 10) 14 208(C 4) 17 1749(LC 1) FORCES, (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-3153/0, 3-4=-3153/0,4-5=-3842/0, 5-6=-3842/0, 6-7=-264 2/0, 7-8=-264 2/0, 8-9=-264210, 9-1 0=0/1 297, 10-11 =0/1 295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-19=0/1080, 17-18=0/1080, 16-17=-426/137, 15-16=-426/137, 14-15=-426/137 WEBS 2-23=-2086/0, 2-22=0/1 401, 3-22=-294/16, 4-22=-963/0, 9-17=-2434/0, 9-19=0/1759, 8-19=-253/0, 6-19=-1027/0, 12-14=-174/564, 11-17=-1163/0, 6-20=- 21694 11 '"" 4 ZE statedTe1W6411tie1t"50.01 9 1,1e I- Ik P-', oft'i it eked'k, We, 4,qW00 I(V, pilqW, tj IM A An Va M-e* ;-e Pt.,W 1 lit .1 ft,, e t, I ', Ni., I - N,V, i W'" W 1- a toK * V W % W% k.44 W, W M; I, "r Ot*VW 44 0 N, K4,4 'Wee, .410-4 k.,Ri it* i, duAk x was 4451 St. Lucie Blwd, Thl Fort 'Derce, FL 34946 CepyrigM A400AY1,104011111 Rtpwdoio el lhq do,iontri, in oy Wei,.s pah,hoeil 001 the nttta F"mni"hom A-1 Reof ln,w WRCSUKL5 1 FL04 0-1-8 1 1 [ 2-6-0 3x6 2 Truss Type i Q" Ply RYAN HOMES/ SUMMERLAND - Floor ) 90 Reference (optional) Run: optional) A0054348 Run:8,210 s May 18 2016Print: 8,210 s May 18 2018 MiTek - Industries, Inc , . Tue - Jun 26 16:2445_nt8 P age 1 ID:?sOQvllzBGko2hFpRYibzzzOp,ep-UlpmYmXQs7u__bEFBfHRMyG6LIdCprgOHSsX—v7z2N9m 1-3-0__ dl 271-8 1-8-0 01118 1.5x4 11 3x3 1,5x4 11 3x6 3 4 5 6 1,5x4 11 1,5x4 7 3x4 - 3x6 1,5x4 11 3x6 - 13-5-0 13-5-0 Plate Offsets (X,Y)-- [1:Ed e,0-0-121, 12:0-2-12,Ed e, [6:0-2-12,Ed -1-8,Edgel, [13:0-1-8,0-0-121,[15:0-1-8,0-0-1219'l _gel, [9:0 LOADING (psf} SPACING- 2-0-0 CS1. DEFL. in floc) Ildefl Ltd PLATES GRIP TCLL 40,0 i Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.1710-11 911 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.22 10-11 717 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a BCDL 5,0 Code FBC2017rrPI2014 Matrix-S Weight: 67 lb FT = 10%F, 10%F LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No,3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 714/0-3-8 (min. 0-1-8) 12 721/0-7-4 (min. 0-1-8) Max Grav 8 714(LC 1) 12 721(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0, 5-6=-1854/0 BOT CHORD 11-12=011270, 10-11=0/1854,9-10=0/1854, 8-9=0/1294 WEBS 2-12=-1404/0, 2-11=0/713, 3-11=-275/2, 4-11=-266/260, 6-8=-1418/0, 6-9=0/763, 5-9=-297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard A , air nAs S -it a1r, 6C6tjt, 11W W"tic ki IrUm '1Aq"r;:i(4CW".t63yq9!' I., s-01, I.V_; %, .0 .' .00 ;'Pt'W, u -".' d k V+"aad'mae'%g ae F"Alof 3.n, t"It, N [k iyi' N! ownlmRa IM ym. -*1 INN )""V- 1" .;yw Mawyn PiOiony F. [omb-o IF, P. E4aNWWONK1,90as 0 1k 1,04 a 6, lak k4j"N'ta, W y* t-j 1+a 0 «. 80033 445' StLucie 13Kd, art Ft 34N6 VPy1'jht(0 ?016A I kodimits 4p'.4tidw of 14it aomerit "a gay loam, 190011'mez Job Truss Truss Type WRCSUKL5 FL05G FLOOR GIRDER wa. Zzo 1 1 1 A0054349 0-1-8 4x4 - 1 8 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:45 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-UlpmYmXQs7u__bEFBfHRMyG6UedG?rhEFISsX__v7z2N9tr 4x4 -- 4x4 ,, 4-1 4-1 0-0-1 LOADING (pso SPACING- 1-4-0 CS1. DEFL. in loc) Well Ud TCLL 40.0 Plate Grip DOL 1,00 TC 11,21 Vet'LL) 0,01 6-7 999 1150 TCDL 10,0 Lumber DOL I DO BC 0A0 Vert(CT) 0.02 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purfins, except end verticals, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 117710-7-4 (min.0-1-8) 5 = 1175/Mechanical Max Grav 8 = 1177(LC 1) 5 = 1175(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 175/0 BOT CHORD 7-8=0/1 175, 6-7=0/1 175, 5-6=0/1 175 WEBS 2-8=-1644/0, 3-5=-1644/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=11.00, Plate Increase=1,00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=-1032 3=-1028 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 10%F, 10%E BRA' '-, , .' *' S'W' h. Afithony T. Tonft ill, B.E. 1k"W.00%'MW.'A 0 6' T .,**w .4 V.W'w ' N 0 1 80083 k'4.'WWm 4451 Sr -ucte F11A Fo' PiNE e [ 4916 kthqW IoAOILP't' hth'AY11-WH PtZ" Jot) I russ Truss type Qty Ply 1RYAN HOMES / SUMMERLAND , WRCSUKL5 FL06G I E I Floor Supported Gable 1 1 JAOO54350 Jo Reference ( optional) Run: 8: 210s May 18 201615rint: 8,210 s May 18 2018 MiTek Industries, Inc, TueJun 2616:24:462018 Pagel ID:?sOQvIlzBGko2hFpRYibzzzOpep-yxN816X2dROrCOqND? ybUTehR1iLaDuQhWGXS2z2N91 0-jlI-8 01-8- 30 34 FP U3 1 2 3 4 Tl 5 6 7 8 9 10 11 12 13 14 T2 15 16 17 18 19 2021 x L J 4t jST1 ST1 ST1 STI ST1 S;T 1 W" STI ST1 ST1 ST1 STI ST1 vv"S'rl STI STI ST1 ST1 S-rif),W dA 6? a B2 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x3 == 3x6 FP 3x3 Plate- Offsets (x- Y)-- [1 _:Edge,0-0-1 21, t43.0-1-8,0-0-1211 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1,00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flal) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOTCHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 6-0- 0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated, 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CS1. TC 0. 08 BC 0.01 WB 0.03 Matrix-S 24- 7-0 24-7-0 DEFL. in (fee) I/defl L/d Vert(LL) n/ a n/a 999 Vert(CT) n/ a n/a 999 Horz(CT) -0, 00 22 n/a n/a PLATES GRIP MT20 2441190 Weight: 111 lb FT = 1 O%F, 1 O%E I K Y WW.N"'X' iNWL W— u t"— m- 'N—e w*.%, M W, W1 Ile— IN llr— 1-0-- "4—'9 ".t.A4, N, t"W'"t" T"4w, !N: IMqt-OVW Ww- . 4" 44` 1 S, Woe BA 40PyT%%hf C. 7016 A I h"t 6 ... 00— 1 fmht III, P I, R'PI,,do- 0 th" dmmerl , 'Roy I.- Z RIWW'4 .3h'I th" -Mte, pmmw Ito. A III0016"f, A-16"I'i-NO11 H FW' Piot(p, K 4946 Job Truss I Truss Type QtY] A0054351 _ 1Ply RYAN HOMES / SUMMERLAND Job Reference (optional) 26 16:24:47 2018 Page 1 WRCSUKL5 FL07 Floor 7 1 Run: 8.210 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Tue Jun ID:?sOQvllzBGko2hFpRYibzz,zOpep-Q7xXzSYgOk8iqXPamiTqlt)BiNRrJJX9awA05—Oz2N9k 24-0, 1 Dead Load DeIL = 1/4 in 3x6 010 3x6 3x3 3x3 3x6 FP400 A 5 IN 7 A q 10 11 12 13 2 6 19 4x6 400 302 MT20HS FPI:- 3x6 3x6 == 4x10 4x8 3x6 WB 24- 7-0 241- 7-O PIateOffsets -(- X-,Y)--- [1:Edge,0-0-1 2], [2:OA-8, Edge), [4:0-2-12,Edge], [ 1 0:0-2-12,Edge], (11 2:0-4-8,Edge], 14: Edge,O- 1 -8], (22: Edge,0-1 -81 , [23:0- 1 -8,0-0- 121, [25:0-1 -8 I'll 1--------11-11 LOADING (psf) 1 SPACING- 1 1 2-0- 0 TCLL 40. 0 Plate Grip DOL 1,00 TCDL 10. 0 Lumber DOL 1,00 BCLL 0. 0 Rep Stress Incr YES BCDL 5. 0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP 2400F 2.OE(flat) WEBS 2x4 SP No.3(flat) 'Except* W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/ size) 22 1335/ 0-7-4 (min. 0-1-8) 14 1329/ 0-3-8 (min. 0-1-8) Max Grav 22 1335( LC 1) 14 1329( LC 1) FORCES. (lb) Max. Comp,/ Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4510/0, 3-4=-4510/0,4-5=-6555/0, 5-6=- 6555/0, 6-7=-6653/0, 7-8=-6566/0, 8-9=- 6566/0, 9-1 0=-6566/0, 10-1 11=4550/0,111-112=-4550/0 BOTCHORD 21- 22= 0/2565, 20-21 =0/5823, 19-20= 015823,18-19=0/6653, 17-18= 0/6653, 16-17=0/6653, 15-16= 0/5848, 14-15=0/2618 WEBS 2- 22=- 2836/0,2-21=0/2151, 4-21=-1452/0, 12-14=- 287610, 12-15=0/2136, 10- 1 5=-1 435/0, 10-16=0/878, 8-16=- 312/154, 4-19=0/888, 5-19=- 308/157, 6-19=--776/421, 6-18=- 258/260, 7-16=-763/434, 7-17=- 263/255 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. CS1. TC 0. 71 BC 0. 79 WB, 0. 61 Matrix-S DEFL. in ( loc) I/defl L/d Vert(LL) 0.68 17-18 426 360 Vert(CT) 0.94 17-18 309 240 Hor-z.( CT) 0.13 14 n/a n/a 4) Required 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacksto be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weiaht: 125 lb FT = 10%F. 10%E W, fw. t Anthmy 1, lmho III, P L, 0 wit'" n 10 0 N 3 it, I.A.ii D,", A 1. W, 1, 1" 1W It, 1,,,, .6 FK l 1"fV z 80083 est oao 4451 LUCie 51,d, U— kh" t o, 4:4V W.4 k, 4 iwe .6"s e -f 904 4; 14 vIl"", 14A R; I o,t De,ce, Ft, 34946 hii,06( tw ofth" P!*h,1td cthwtht ."llen ptwwtii hom A-IReofltes,tMl4L I russ I ype Ufy Ply I RYAN HOMES / SUMMERLAND A0054352F I LOOR 6 , 1 _I Job Reference (optional) Run: 8,210 s May 18 2016 Print: 8,210 s May 18 2018 MiTek Industries, _ Inc, Tue Jun 26 16:24:48 261,8 Page 1 10:?sOQvllzBGko2hFpRYibzzzOpep-uKVvAoZI92GZSh _mKQ?3ZukxZrB. 1 1-8-0 11_2-2-4 11 1 Dead Lead Deft, = 114 in 4x6 H 4x6 11 34 FP 3x6 FP 5X8 5X8 5x10 7 24 23 22 21 20 19 18 17 16 15 5X8 5x12 302 MT20HS FP: 3x 12 MT20HS FP` 5x12 - 5X8 1.5x4 SP 1,5x4 SP 5X8 5X8 1:o-4-12,tagej, [4M-4-0, 19:0-3-0.0-0-01.122:0-4-( LOADING (psf) I SPACING- 2-0-0 TCLL 40,0 1 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 1452/0-7-4 (min, 0-1-8) 15 1452/Mechanical Max Grav 24 1452(LC 1) 15 1452(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5463/0, 3-4=-5486/0, 4-5=-8330/0, 5-6=-8330/0, 6-7=-8330/0, 7-8=-8719/0, 8-9=-8330/0, 9-1 0=-8330/0, 10- 11 =-8330/0, 11-12=-5486/0, 12-13=-546310 BOT CHORD 23-24=0/3114, 22-23=0f7261, 21-22=0/8719, 20-21 =0/8719, 19-20=0/8719,18-19=0/8719, 17-18=0/8719,16-17=0/7261, 15-16=013114 WEBS 13-15=-3381/0, 2-24=-3381 /0, 13-16=0/2566, 2-23=0/2566, 12-16=-252/0, 3-23=-252/0, 11-16=-1917/0, 4- 23=-1 91710, 11-17=0/1 160, 4-22=0/1 160, 10- 1 7=-285f76, 5-22=-285/76, 8- 17=- 1068/292, 7-22=- 10681292 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections Igel, [ 8i0-3-0,Ldge], [11:0-4-0,Edge], [13:0-4-12,Edge], [15:Edge,0-3-0], [16:0-6-0,Edge], [ 17:0-4-0, Edge], CSI. DEFL. in (loc) I/de ft L d PLATES 1GRIP TC 0.49 Vert(LL) -0.70 19-20 452 360 MT20 244/190 BC 0.80 Vert(CT) -0.96 19-20 329 240 MT20HS 187/143 WB 0.61 Horz(CT) 0.11 15 n/a n/a Matrix- S Weight: 221 lb FT = 10%F, 10%E 5) Required 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131"X3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means, 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard W! Anthony T. Tombo I[-;, P,F, ON;! 8003 4451 St 1-u(ip NA 4rt9ooyl 1-Wil N, air folm ;s pWb4,d .4k.1 th, qvmmw, 1- A I foot N,t, AeUoyl lom6.111 N, R,,! Dw,cf', K 341,46 Truss Type FLOOR s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. ID:?sOQvilzBGko2hFpRYibzzzOpep-tjKVvAoZI92GZSh 1 1-8-0 -- 4 -- 2--5-1-2 1 5x6 5X6 3x6 FP 3x6 FP 1 1-13-0 1 MSH422 AND A0054353 Jun 26 16:24 ' 48 2018 Page 3ZukrQr992w7j8qIeWSz2W Dead Load Defl, = 5116 in 24 23 22 21 20 19 18 17 16 15 5X8 5x12 3x12 MT20HS F-P- 3x8 MT20HS FP---- 6x12 - 5X10 6X8 30 Sp::- 5x8 12 12 0-1 -8,Edgel, [8:0-1-8,Edgel, [11 LOADING (psf) SPACING- 1-4-0 CSL DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 1 TC 0,88 Vert(LL) 0.75 17-19 422 360 TCDL 10,0 Lumber DOL 1,00 1 BC 0,95 Vert(CT) 1.03 17-19 305 240 BCLL 0,0 Rep Stress Incr NO W13 0.88 Horz(CT) 0.10 15 n/a n/a BCDL 5-0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP N0,2(ftat) BOT CHORD 2x4 SP M 30(flat) *Except' 62,B3: 2x4 SP 240OF 2.0E(fiat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. REACTIONS. (lb/size) 24 1245/0-7-4 (min. 0-1-8) 15 1817/Mechanical Max Grav 24 1245(LC 1) 15 1817(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4922/0, 34=-4936(0, 4-5=-8080/0, 5-6=-8080/0, 6-7=-8080/0, 7-8=-9208/0, 8-9=-9710/0, 9-10=-9710/0, 10-11 =-9710/0, 11-12=-7541 A 12-13=-752510 BOTCHORD 23- 24= 0/2729, 22-23=0/6785, 21-22= 0/9208, 20-21 =0/9208, 19-20= 0/9208, 18-19=0/9208, 17-18= 0/9208, 16-17=0/9379, 15-16= 0/4151 WEBS 13- 15=- 4491/0, 2-24=-2963/0, 13-16= 0/3696, 2-23=0/2395, 11 - 1 6=-2292/0, 4-23=- 1996/0, 11 - 1 7=0/359, 4-22=0/ 1406, 10-17=-295/0, 8- 1 7=0/ 1139, 7-22=- 1768/0, 7-20=0(464, 8-19=- 347/0 NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated, 4) Refer to girder(s) for truss to truss connections. 5) Required 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means, 6) CAUTION, Do not erect truss backwards. 7) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-34 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping OO deg, down. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1,00, Plate Increase=1.00 Uniform Loads (plif) Vert: 15-24=- 7, 1-14=-67 Concentrated Loads (lb) Vert: 11 =- 1131 ( F) 19:0-J- 0,0-0-01, PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 222 lb FT = 10%F, 10%E EoWW Tk, "o . ON "rsWsh"r0Muy4- #4w- %, M 0, Wx!Ka Anthony T. Tombo M, P E. 14,W.0 " a< 1" t'vi ro, 44,1, 0 k, I,- .-; W" ov a4 t-4 *0 1, m "4.Wlm 0 = W)083 4451 S[ Woe Blvd lo, t lopy,iqhf,t 7016A 1 koolfwwAP*043T'Imboill, PI, moylow 5p,00,4 wl-A I pod l,u>see h1hoy i i-bo III P i Job Truss WRCSUKL5 FL10 0-1-8 4x8 2 Truss Type oty PIy RYMHWES / SUMMURLAND Floor 2 1 A0054354111JobReference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16-24:46 20T8- Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-MW31-iO8axwMOQ3rZyu7WI66GOXFUmnPJtNUV82uz2N9i 1-3--0 II if 2-2-0 1-3-0 Dead Load Deft. = 3/16 in U4 1.5x4 11 UIS FP = 1.5x4 11 3x4 1,5x4 11 3x10 3x4 6x6 3 4 S IS, 7 A 3x6 3x8 3x6 3x6 3x8 MT20HS FP 4x8 11-9-0 11-9-0 LOADING (pso SPACING- 2-0-0 TCLL 40,0 Plate Grip DOL 1.00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017ITP12014 A LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP 240OF 2,OE(flat) BOT CHORD 2x4 SP 2400F 2.OE(flat) 'Except* 82: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 11 1094/0-3-8 (min. 0-1-8) 19 = 1094/0-7-4 (min, 0-1-8) Max Grav 11 1094(LC 1) 19 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/0, 3-4 =-3490/0, 4-5=-4568/0, 5-6=-456810, 6-7=-4568/0, 7-8=-4080/0, 8-9=-4080/0, 9-1 0=-1 181 /0, 10-11 =-1 182/0 BOT CHORD 18-19=0/2054, 17-18=0/4295, 16-17=0/4080, 15-16=0/4080, 14-15=0/2844, 13-14=012844 WEBS 11-13=0/1 568, 2-19=-2271/0, 2-18=0/1 588, 9-13=-1838/0, 9-15=0/1471, 4-18=-890/0, 8-15=-487/0, 4-17=01405, 6-17=-424/0, 7-17=-1 44/890, 7-16=-335/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in, CS1. DEFL. in (loc) I/deft L/d TIC 0.86 Vert(LL) 0.45 16-17 525 360 BC 0.99 Vert(CT) 0.62 16-17 386 240 WEI 0.76 Horz(CT) 0,03 11 We n/a Matrix-S 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 20-1-0 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 101lb FT=10%F,10%E 210 W, An-hony T, Tombn U, ' E a. k.4,,i wn, w w-jmr z 8083 0i'!Wv-em'waq V 4451 St, Lurie Blvd. zt ('o*p'tt"ight"CO'2*016AIkooti,pswsA0thnyITmh111'KL nil I e'ce' rL *34946 Job truss Truss Type jQ1Y- Illy jR' MNHbws/SUrVlMEkLANb A005435 - 5 WR,QS UK - L5 - FL11G - E Floor Supported Gable 1 jJob Reference (optional) Run: 6.216 s May 18 20 1 El Print: 8,210 s May 18 20-18 MiTek Industries, Inc. Tue Jun 26 16:24:50 2018 Page 1 ID: ? SOQVI IzBGko2hFpRYibzzzOpep-ricfbUaZhfWGh?88Sq 1 XfJpN Ie3GW1 sOc8E IbKz2N! ih 0 1 11-8 3x6 FP - 30 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 20- 1-8 20- 1-8 Plate Offsets_(X,Y)-- f1:Ed9e,0-0-12j, [q5:0-1-8,0-0-12],[37:0-1-8,0-0-12] LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.09 Vert(LL) n/a n/a 999 1 MT20 2441190 TCDL 10 Lumber DOL 1.00 BC 0.01 Ved(CT) n/a n/a 999 BCLL NO Rap Stress Incr YES WB 0.03 Hor7(CT) 0.00 18 n/a n/a BCD L 5.0 Code FBC20 I 7rT P12 014 M atrix S Weight: 89 lb FT = 10%F 1 O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No,3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23,22, 21, 20,19 FORCES. ( lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1-5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Vlt 1-1* P*11 N4 k, V, 10 "r— . ,4w' 0 4", 1"' W, t' 4, Antho v I T ,mto 11 P F 1. 4'4 d ft C— 14 W A .—*_4 - f-0 r— T. t f1W., 0 f s 9' I,- N." 4p— el 4451 SC"O t0' 1 Pjwe' H 341)46 ztlieefl-" WRCSUKL5 I HJ6P I Diagonal Hip Girder 2 1 1 1 A00,5A356 LOADING (pso TCLL 20LO TCDL 10.0 BCLL 0.0 BCDL 10.0 1-5-0 0 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:51 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOper)-JvA1 ppbBSze7J9iL?YYmBXMN02KCFUdAro-,17nz2t499 7-8-9 2.831 U 10 kK P 12 13 3x4 74-14 Load Deft, = V8 in SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP Plate Grip DOL 1,25 TC 0.77 Vert(LL) 0,23 4-9 395 360 MT20 244/190 Lumber DOL 1.25 BC 035 Vert(CT) 0.22 4-9 412 240 Rep Stress Incr NO WIB O 00 Horz(CT) 0.02 3 n/a n1a Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP NO,2 BOT CHORD 2x4 SP M 30 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 I Stabilizers II a I nd required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 169/Mechanical 4 = 83/Mochanir-al 2 340/0-4-4 (min. 0-1-8) Max Herz 2 100(LC 4) Max Uplift 3 1 13(LC 4) 4 82(LC 5) 2 302(LC 4) Max Grav 3 179(LC 19) 4 = 135(LC 3) 2 = 406(LC 19) 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=5.0psf; h=1 511; Cat 11; Exp C; Encl-, GCpi=0,18, MWFRS (envelope); cantilever left and right exposed; porch left exposed, Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3, 82 lb uplift at joint 4 and 302 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 57 lb up at 2-1-0, 73 lb down and 57 lb up at 2-1-0, and 38 lb down and 50 lb up at 4-10-15, and 38 lb down and 50 lb up at 4-10-15 on top chord, and 55 lb down and 12 lb up at 2-1-0, 55 lb down and 12 lb up at 2-1-0, and 16 lb down and 45 lb up at 4-10-15, and 16 lb down and 45 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25 Plate Increase71,25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1 0=1 14(F=57, B=57) 13=-9(F=-4, 6=-4) w — " "', #4-- 104 . V 00 . W 30 0 N rd'sftd t%f—q "J.'ift * ft 4"n 0, k s'qh- ("M . 1, i0t W, 'Ae IN T4 0—p.4*,4 "Idt" V 4451 St, Lude blvd. F0' t Pece F1, 34946 immm, 'n Qy lot., i' ph'b'Ittl tqhoqt 1ht -ttoo pt-wo hom A I Rol Times Aftthotti 1, loml,p 111, P L Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0054357 W R - CS I U I KL5 H I J 1 7 Diagonal Hip Girder 1 5 Job Reference (optional) Run: IJilito s May 18 2018 Print: 8.210 s May 18 2018 Mir ek Industries, Inc. Tue Jun 26 16:24:52 2018 Page I ID:?sOQvIlzBGko2hFpRYibzzzOpep-n5kQO9cpDHm_-wJHXZF3?kkut)MSbS oeJ3SjsfDz2N9f 1-5-0 4-6-5 5-3-11 T3d Load Deft. = 1116 in 2x4 1,5x4 11 5 4-6-5 9-10-1 11 1 4-6-5 I 5-3-11 LOADING (ps)- SPACING- 2 - 0 -0 CS1. DEFL. in Inc) Waft L /d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TO 0.63 Vert(LL) 0.05 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,67 Vert(CT) 0.13 6-7 907 240 BCLL 0,0 Rep Stress Incr NO I WB 0,59 Harz(CT) 0.01 5 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix -MS I Wind(LL) 0.04 6-7 999 240 Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing, mitek recommends - that Stabilizers and - required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 4 164/Mechanir-al 2 541/0-4-9 (min. 0-1-8) 5 = 341/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 4 1 17(LC 4) 2 238(LC 4) 5 77(LC 8) Max Grav 4 = 164(LC 1) 2 541 (LC 1 5 341 (LC I FORCES, (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-1085/306, 3-11 =-1030/307 BOT CHORD 2-13=402/1030,13-14=402/1030, 7-14=-402/1030, 7-15=-40211030, 6-15=-40211030 WEBS 3-7=0/287. 3-6=-1068/417 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 117 lb uplift at joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7, and 71 1 b down and 98 lb up at 7-0-7 on top chord, and 9 lh down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1,25 Plate Increase= 1 .25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=42, B=-42) 13=-7(F=-3, B=-3) 14=- 17(F=-9, B=-9) 15=-71(F=-36, B=-36) mm U4 4. 0A, 4'—w vv iwA 4,Wr* TA 1, -04 n "r"W I, vk,.;k Tmi twml . r. IW W, W1 11 (,,IV .) "W- An'timy f. Tomb,,) P k,, .*"114 " W. 0 Z "083 4451 St, Lude Blvd. NO kq04- 10,41,4.f," 1 P4,r(e, FL 14946 WWVI,10041101, sel Aatfimyt 440111,pf, WRCSUKL5 IJ3A (Jack -Open Qty !Ply RYAN HOMES I SUMMERLAND 12 A005435811 J . .... .... I I Job Reference (optional) Run: 8,216s May 18 2018 Print: 8.210s May 18 2018 MiTek Industries, Inc-, TueJun 2616:24:52120fl9i Paget 10:? sOQvllzBGko2hFpRYibzzzOpep-FHIoEVdR_aurYTsi7zaEGyRuds3njO6Sl6TPBfz2Nge 1- 0-0 3 0_9 1 0-0 3-0-0 1 2x4 3- 0-0 3- 0-0 LOADING ( ps SPACING- 2-0-0 CSL DEFL. in I oc) I/deft L/d TCLL MO Plate Grip DOL 1,25 j TC 0.08 Vert(LL) -0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 999 240 SCLL 0,0 !1 Rep Stress Incr YES W6 0,00 Horz(CT) -0.00 3 n/a n/a BCDL 10,0 Code FBC2017fTP12014 C Matrix -MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP NO,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. lvfiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 3 = 70/Mochanical 2 188/0-8-0 (min, 0-1-8) 4 38/Mechanical Max Herz 2 64(LC 8) Max Uplift 3 38(LC 12) 2 91 (LC 8) Max Grav 3 = 70(LC 1 2 188(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= 1 16mph; T'CDL=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 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 38 lb uplift at joint 3 and 91 Ila uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 11 lb FT = 10% W". 4 r, ' ' v 50..y In 14111.".."",011. ro—dot ""A'14' I, th 14 :.o N!; 44m1"'k, 100*, 'AHMl Anh,,ny T. lombo 1111,;) V, 4 0 v, Z ni IA 0 N I— ' Q-% I" t.*4 9 1W tr 1, 4; W q, W 1.4.3 :* W 1K I 'k, ",'. d 14 M h6i 1' 0. . 1 Wjkl*4 $0083 44',! St. Lude Blvd, 0' I: ' erce, FL 34946 041 torm, , proM.W e,dhevi the -11e. pt-wo Ilm A I hol lmles Afthoq I Imto III, P ( . WRC:SUKL5 J6P Jack -Open 4 ] 1 1 AOO*54359 lJobReference (optional)_ __ - - - Run: 8.-m s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:54 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-jTsARrd3luOiAcRwhg5Tp9_ynGJvSrMcXmCyk6z2N9d 1-0-0 5-6-0 2x4 0-4-8 LOADING (psf) SPACING- 2-0-0 i CSL TCLL 20.0 Plate Grip DOL 1.2525 TC 0-50 TCDL 10.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10,0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 130/Mechanical 4 61/Mechanical 2 304/0-3-0 (min. 0-1-8) Max Herz 2 1 OO(LC 8) Max Uplift 3 85(LC 8) 4 53(LC 8) 2 = 204(LC 8) Max Grav 3 130(LC I 4 92(LC 3) 2 304(LC 1) FORCES. (lb) Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 51st; Cat, 11; Exp C; End,, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: porch left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5-6-0 DEFL. in (loc) I/deff Ud PLATES GRIP Vert(LL) OA2 4-9 >546 360 MT20 244/190 Vert(CT) 0.10 4-9 >643 240 Horz(CT) -0.01 3 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2. LOAD CASE(S) Standard Weight: 19 lb FT = 10% U.4 11". luirwj ".- M % I aw WwEs Lifr" av 4 Tfw 4 ('+Wl' WS (Al A '14,14% VWXJsXXT' t., Wo, kup 1-4"s W ,A I* I W V. 44— 1 1 1, t 1 10— it., N,,OW .a, asfteexe TDO An'tiony T. Tomb,,) :II, a,F 0 tot 1"mot "q muts, a Rd. * ;u*1 "+' 4 ", w."'WW t! 0 M083 4451 st Wile Blvd, rort Pierce, V[ 14946 kepfudsutuOR 01fils 1101oitono, lo.AY Ititio, is foishihld without The mitten petoossm how A I goof lmsse& Job WRCSUKL5 P Jack -Open W MMERLAND AOO 54360 s May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:55 20 fa Page I ID:?sOQvllzBGko2hFpRYibzzzOpep-BgQYeBehWC87nmO6EOdiMNWOvfbrBlcllQyWGYz2N9c 7-" 3x4 LOADING pso SPACING- 2-0-0 CSI. DEFL, in loc) I/def! L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 4-7 823 360 TCDL Lumber DOL 1.25 BC 035 Vert(CT) 0.24 4-7 349 240 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0,01 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Wind(LL) 0.21 4-7 399 240 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. 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) 3 183/Mechanical 2 342/0-3-8 (min. 0-1-8) 4 91tMechanical Max Harz 2 156(LC 12) Max Uplift 3 129(LC 12) 2 99(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=l 50mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat- 11; Exp Q Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2, Dead Load Defl. = 1/8 in rt PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% 4 Anti 1, Tomba :11, W"! 0 N N. ftwq Ts . N W*lt 41"p, t,' ar'" a I* K" VT W * WO TM 1 0 s,t V,4 .' I"It ,, 0 tt, t'" ,I" trA"I mg, 1.1101fl. W A* ' N It ;; 80083 t4j"V' WOVI 41 IS, 100 W .0 r4a.'-r W W" (fw rew 1. rms'1, TKW WA ."d-0 It (R3.111 .kujw 4451 St, tulle Blvd, 1FortP,eice, FL 34946 ory" IbI(O blbo'YL 1040fit, PT -neApews"006M A I Rqolht'er kotWy F1.401.1t L SUMMERLAND WRCSUKL5 L01G !Hip Girder 1 1A0054361 Job Run: 8_._2 10 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Tue Jun 26 16:24:56 2018 Pagt ID:?sOQvllzBGko2hFpRYibzzzOpep-fs_wsXfKHVGQPwblo58xua3Am3w3wiiv_4h3o-,z2N I - 1-0-0-1 10-6-0 16-0-0 17-0-_0 _1 100 5-6-0 5-0-0 5-6-0 1-0-0 4x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 125 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 107510-3-0 (min, 0-1-8) 5 1075/0-3-0 (min. 0-1-8) Max Horz 2 35(LC 8) Max Uplift 2 782(LC 4) 5 782(LC 5) Max Grav 2 1075(LC 1) 5 1075(LC 1) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2325/1680, 3-19=-2173/1625, 19-20=-2173/1625, 4-20=-2173/1625, 4-5=-2325/1680 BOTCHORD 2-8=- 1541/2156, 8-21 =-I 557/2173, 21-22=-1557/2173, 7-22=-1557/2173, 5-7=- 1541/2156 WEBS 3- 8=- 216/364, 4-7=-216/364 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 1. 5x4 II L5x4 ti 5-1- 8 Dead Load Dell. = 118 in 4x4 va CS1. DEFL. in loc) I/defl L/d PLATES GRIP TC 0. 99 Vert(LL) 0,23 7-8 840 360 MT20 2441190 BC 0. 82 Vert(CT) 0.22 7-8 855 240 WB 0- 14 Horz(CT) 0,05 5 n/a n/a Matrix -MS Weight, 57 lb FT = 10% 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 Ib uplift at joint 2 and 782 lb uplift at joint 5. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 Ib down and 229 lb up at 5-6-0, 70 lb down and 98 Ib up at 7-6-12, and 70 lb down and 98 lb up at 8-5-4, and 211 lb down and 229 lb up at 10-6-0 on top chord and 130 lb down and 189 lb up at 5-6-0, 52 lb down and 76 lb up at 7-6-12, and 52 lb down and 76 lb up at 8- 5-4, and 130 lb down and 189 lb up at 10-5-4 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase= 1.25 Uniform Loads ( plo Vert: 1- 3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads ( lb) Vert: 3=- 164(B) 4=-164(B) 8=-100(6) 7=-100(B) 19=-70( 6) 20=-70(B) 21 =-41(8) 22=-41 (B) 4-1m, '- t % 1 ;A[W"ifuft- QN"4_ MINI & 0WIck, V (NEW, E9(07' I., NuA, kl.p takalkn r4 and 'A" alai I,, )""r )-43K" . N kok.,I h.k'itra 1 14— %."s r w NO,, ro-'a q04 .4, W wit Arrlhony T. Tombc, III, P.E. 4 ow, I Wt'#N' W.W5*10 01, N. N 0-" t.*4 m"P. A t. K *11" .4 rr' (.N W IN I 1hp- d * V 'It , m" -110 rlr 11- "64 a-04 3 41 as k-" IN* It 80083 44 51 9. kxre Blvd. A'.". 0.4 N, 'ww W i .44 1 41 0.1c -d h, I,., t"'?, ol— NO ' W" 9"N. . T!'' V .( WIrn 0'4va't 10.4 1, IN I fark P,me, 1`1 p,rjfilO 2016A I folhossts Reptc,do(Im rf lh's OwNroworr ay form, i1 frtoh'b'led Amrt *t Rorrfltv'n AP144, lArmbIll'ir L Zt " "'I" RYAN HOMES / SUMMERLAND A0064362 WRCSUKL5 L02 Hip 1 iIi I Job Reference (optional) Run: 8,210-s-May 18 2018 Print: ,210 s May 18 2018 MiTek Industries, Inc. TueJun 2616:24,562018 Pag( ID:? sOQvllzBGko2hFpRYibz,zzOpep-fs wsXfKHVGQPwblo58xua3Dn3_zwkcv 4h3o z2N ' 7- 6-0 16-0-0, 17-0-6 0- 0 7-6-0 1--0-0 7-6-0 1-6--6 U4 4x6 : 4x6 1. 5x4 11 1, 5x4 ;I Dead Load Daft. = 1/16 in U4 8- 6-0 15-7-8 T-010 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 039 Vert(LL) 0.23 7-18 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.19 7-18 999 240 BOLL 0.0 Rep Stress Incr YES WB 0,08 Horz(CT) 0,03 5 n/a n/a BCDL 10,0 Code FBC2017rTP12014 Matrix -MS Weight: 59 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2A oc purfins, BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. IVIi- Fek recommends that Stabilizers andd-required cross bracing be installed during truss erection, in accordance with Stabilizer- Installation guide, REACTIONS. ( lb/size) 2 700/0-3-0 (min. 0-1-8) 5 700/0-3-0 (min. 0-1-8) Max Horz 2 45(LC 13) Max Uplift 2 460(LC 8) 5 460(LC 9) Max Grav 2 700(LC 1) 5 700(LC 1) FORCES, ( lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1101/1742, 3-4=-98811742, 4-5=-1101/1742 BOT CHORD 2-8=- 1526/982, 7-8=-1544/988, 5-7=-1526/982 WEBS 3- 8=-313/211, 4- 7=- 313/211 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7 - 10; Vult= 1 50mph (3-second gust) Vasd=l 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 ' 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 460 lb uplift at joint 5, LOAD CASE(S) Standard 41 to— Okw"—, -ly An9lony T. ' D' E hoeoe',",eletl. 101.10"hvIo., v4 Z 4451 St Lurie Blvd. Fort I etco, FL34946 0 2010 A I toot ho" es Arlhonyj lonobo III ?J, Repoeortioe of Iho doloffitol, to any Won, o li,oh,bod ithw tht -lien Irt'rol"Ofl 1'.. A I Roo( how, Ado"I'lointoIll'I'L Job Truss Truss Type QtY PIY RYAN HOMES/ SUMMERLAND 1WRCISUKL5 L03 Common I A0054363 Job Reference (optional) Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:57 2018 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-72XJ3tgy2pOH14AVMpfARocNqTHvfA62DkRdLRz2N9 8-0-0 16-0-0 17-0-0 10-0 8-0-0 8-0-0 1-0-0 4x6 Dead Load Defl. = 1/16 in 1 .5x4 11 3x4 LOADING (ps" SPACING- 2-00 CS1 DEFL. in loc) I/def! Ud TCLL 20.0 Plate Grip DOL 1.255 TC' 4 Vert(LL) 0,24 6-16 791 360 TCDL 10.0 Lumber DOL 1.25 BC 07 1 Vert(CT) 0.20 6-16 960 240 BCLL 0,0 Rep Stress Incr YES WB OA3 Horz(CT) 0,03 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS 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 3-8-6 oc; purlins, BOTCHORD Rigid ceiling directly applied or 3-11 -10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 700/0-3-0 (min. 0-1-8) 4 = 700/0-3-0 (min. 0-1-8) Max Horz 2 48(LC 12) Max Uplift 2 457(LC 8) 4 457(LC 9) Max Grav 2 700(LC 1) 4 700(C 1) FORCES, (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-108811734, 3-4=-1088/1734 BOT CHORD 2-6=- 1514/968, 4-6=-15141968 WEBS 3- 6=-628/338 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=5,0psf; h=15ft; Cat. 11; 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 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 457 lb uplift at joint 2 and 457 lb uplift at joint 4. LOAD CASE(S) Standard 3x4 PLATES GRIP MT20 244/190 Weight: 56 lb FT = 10% W- 4 M—O.Mih WTI I'll td.—lAww"," Anlhony T. Tomb,) U!, ;),E, 80083 ku"*' llp—"W w A," Olt, N, N"r., 1- J'14, t"- f T'u" 4451 51,, Lucie BIA A— ki'm 1, a 1"'0.; ee4 V" di W- a-"l W—.4"o J— , IT I N kl.? 5'q'xN, PE„ s"'q V!,W TV I Foft Pierce, FL 34946 Zt 0701tA1601kswkiiihopy1, ITMIT, lit, N' Rep,044ow V Mn VowmViii'm oly pos'ba'd Aw tht -ReR pom uft I'm k I Rol I'me, hmhw I lmh III, P f . Job Truss I russ Type Uty Ply RYAN HOMES / SUMMERLAND WRCSUKL5 M6 Monopitch 4 1_ AOO,94364 I 490 Reference(optional) Run: 8.210 s May 'l 8 2-016 Print: 8.210 s May 18 2618 MiTek Industries, Inc. Tue Jun 26 16:24:58 2018 Page 1 10:?sOQvilzBGko2hFpRYibzzzOpep-cF5hHDhao7W8eE[hwWAPz?8h3tkYOexCSOAAttz.2N9Z 5-11-4 I. 1-0-0 5-11-4 1.5x4 11 4 LOADING (pso SPACING- 2-0 0 CS1. TCLL 20.0 Plate Grip D40L 51.25 TC 0,29 TCDL 10.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2017fTP12014 Matnx-MP 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 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTelk recommends that 11 S I tabilizers andd required cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 221/0-8-0 (min, 0-1-8) 6 303/0-8-0 (min. 0-1-8) Max Horz 2 105(LC 8) Max Uplift 2 151(LC 8) 6 = 167(LC 8) Max Grav 2 221(LC 1) 6 303(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/305 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l 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 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. 1,5x4 11 DEFL, in (loc) Ildefl L/d Vert(LL) 0,05 6-9 >956 240 Vert(CT) -0.02 6-9 >999 240 Horz(CT) -0.00 2 n/a n/a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 167 lb uplift at joint 6, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% ftml 0, 1" of."ie¢rt"404, 4, 0, 4"'rq r. I,- ommov 1, 160 .1, 'Ail I'l I Al),llwy T. Tmbo III, >, E 14 Oil! klant.*.t,il*"ip.INWIO?"),",rc..""."t'roNtit"$D"r, 300833 i,., W.-W V-1 ,... f. lop A r4g.'On, WAI (."M Wx W, wf*4 +-0* "." PA., Wlo*'Ik 4451 `,t. Lucie Blvd, Mn i 011—, —4 0 F,,),t 1 oce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLANDI WRCSUKL5 WE Monopitch Supported Gable 1 11 A0054365 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Tue Jun 26 16:24:59 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-4Rf3UZhCZQe?GOKtTDheWDht8H7b75ILg2wjPjz2N9Y 1-0-0 5-11-4 1-0 1 - 0 5-1 14 2 2x4 1.5x4 11 1,5x4 11 1 .5x4 11 LOADING (psO SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 125 TC 0.21 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1,25 BC 0.12 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES I WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 OTHERS 2x4 SP No-3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 5 17/5-11-4 (min, 0-1-8) 2 = 198/5-114 (min.0-1-8) 6 308/5-11-4 (min. 0-1-8) Max Herz 2 = 116(LC 8) Max Uplift 5 11 (LC 8) 2 = 95(LC 8) 6 128(LC 12) Max Grav 5 = 17(LC 1) 2 198(-C 1) 6 308(LC 1) FORCES. ( lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown, WEBS 3- 6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf ' BCDL=5,Opsf; h=25ft; Cat. 11; Exp C: Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL=1,60 2) 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 3) Gable requires continuous bottom chord bearing. 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 11 lb uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight 24 lb FT - 10% Anthony 1, Imib(,, 111, P E, 1* 4 V14r., .44'." 80083 4451 t L.uCi£ Lived. R"! Pwfw' ^4 34946 Job Truss Truss Type Qty Ply J FkYANHows/sumwikukNb A00, 54366 WRCSUKL5MG7JackClosedGirder1Job Reference Rurv4MS May 18 2018 Print: 8,210s May 18 2018 MiTek Industries, Inc. TueJun 26116:24:5920181Page ID:?sOQvilzBGko2hFpRYibzzzOpep- 4Rf3UZtiCZQe?GOKtTDheWDhp8Hl67ykLg2wiPjz2NS 4-1- 1 1 " 11 1 4-1-1 2-10-15 1,5x4 11 3 300 : MUS26 300 11 6x6 MUS26 4- 1- 1 MUS26 7- 0- 0 10-15 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20. 0 1 Plate Grip DOL 1.25 TC 0,47 Vert(LL) 0.04 5-7 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0,47 Vert(CT) 0.08 5-7 978 240 BCLL 0. 0 i i RepStress Incr NO WB 0.70 Horz(CT) 0.01 4 n/a n/a BCDL 10. 0 Code FBC20171TPI2014 Matrix -MP Wind(LI-) 0.05 5-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 1 175710- 3-8 (min.0-1-8) 4 1392/ Mechanical Max Herz I 138( LC 8) Max Uplift 1 = 524( LC 8) 4 470( LC 8) Max Grav I 1757( LC 1) 4 = 1392( LC 1) FORCES. (lb) Max. Comp,/ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=- 2247/650 BOT CHORD 1-8=- 691/2074, 5-8=-69112074, 5-9=- 691/2074, 4-9=-69112074 WEBS 2- 4=- 2416/805, 2-5=-51911827 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=25ft; 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 DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 1 and 470 lb uplift at joint 4, 6) Use USP MUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max, starting at 0-10-12 from the left end to 4-10-12 to connect truss( es) B04 (1 ply 2x4 SP) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 3=-60, 14=-20 Concentrated Loads ( lb) Vert: 7=- 868(F) 8=-867(F) 9=-867(F) PLATES GRIP MT20 244/ 190 Weight: 38 lb FT = 10% A!ithony 1. Tom ro 117, P.E. r'W-- Owavlais 4451 5 Lucie Nvd Eo,H 34946 k1houl 1-6111 PI 1606"", AnPoaaytiar6o tk. I'L Ply I RYAN HOMES / SUMMERLANDJob , Truss WRCSUKL5 VM3 Valley _I' 1 I Job R.te.ce Run: &M s May 18 2018 Print: 8'210 s May 18 2018 MiTe ID:?sOQvilzBGko2hFr)RYibzzzOr)ei)- 2x4 1.5x4 11 2 3 A0054367 k Industries, Inc. Tue Jun 26 16:25:00 2018 Page I YdDRiuiqKkmsuXu31 xCt3QE4agT?sZrUvifHxlz2N9X LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0A0 Vert(LL) n/a We 999 TCDL 10,0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required I cross bracing be installed during truss erection, in accordance, with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 84/2-11-6 (min. 0-1-8) 3 84/2-11-6 (min. 0-1-8) Max Horz I 43(LC 12) Max Uplift I 21(LC 12) 3 = 39(LC 12) Max Grav 1 = 84(LC 1) 3 84(LC 1) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint I and 39 lb uplift at joint 3, PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10% 44M St, ulie MA 0 .' tA' A, .40'Ah- i-o!' Pi("s'r' q WW, Opy'qki 2016 X I RW 6.... 011,— 1 1046 111, PA, kq'06,1'on of th" 0-wo m." W. 2 Pwh'I;ftd ctk*"(I t —"'. P.ftmk 40. k I kn I ...... I Rath" 1, 40. W P fZt ",*— Job Job Truss Truss Type Qty I Ply RYAN HOMES / SUMMERLAND AOO54368 VM5 1 1lValley I 1 1 1 11 , I Job, Reference_ (optional) Run: IEI,210 s May 18 2018 Print: 8,210 s May 18 20118 Mitek Industries, Inc. Tue J on 26 16:25 :01 2018 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-OqnpvEjS52viVhTGbej6bemA74mpbO5e8LPqUCz2ND% 5-0-0 50-0 2 5,001 iz Ty tV Bt 3 2x4 1.5x4 11 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/cleft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 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 16 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfins, except end verticals. BOTCHORD Rigid ceiling directly applied or 1 0-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 164/4-11-6 (min, 0-1-8) 3 164/4-11-6 (min. 0-1-8) Max Horz 1 83(LC 12) Max Uplift 1 41(LC 12) 3 75(LC 12) Max Grav 1 164(LC 1) 3 164(-C 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) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=25ft; 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3, A! Vs 4XIA! lAi k ATT'% ,'VJTR' Wf, k'g —, W " .4 Dr .4 "k'"' Z J'n' 'g 10-1 M, 0"I Ul $1 1- - 1111 W! WON ,'w 0, .4 1W t,40' 4451 St LucreNA, I- W Pwf(El, R 14946 PI 1, T-W III P I, JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI mom A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-109-1010 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 King Jack w/ (3) 16d Toe Nails @ TIC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails @ TICQ w/ (2) 16d Toe Nails @ TC & BC (Typ) 3) 16d Toe Nails @ BC CD 3ch Corner Jack's 2) 16d Toe Nails TIC & BC (Typ) xalflrouzm.nk«afY U.s F[ItS;sifE'fi`ai+Ft#t2etMSRi£ttCAi;v.s 4M,'6z'zY c'g.a;f 6£"h e tHe4 p,pe2«aesa sM.ekrort:a+-taaF Br,a.7xR ry'Ftl nf wazaw+'-sm:tE ;w£4c:t Me<,xe a.e,s ..r«rse afl£+£rl6d. w i M,£.i.£a 4Hefik4s .#f it qek `.a tte l Rl#Mil. 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FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL ( STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL M946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I'-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG, DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES R 24' Q.G. 2X6 DIAGONAL BRACE SPACED 46' 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. END WALL CEILING SHEATHING BRACING REQUIREMENTS F R 5IRUCTUR8L GABLE TRUS5ES 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. NAILING SCHEDULE: VERTICAL FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d C131' X 3') NAILS SPACED 6' D.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'. 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 / UKAL. TRUSS TI in 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/STUOS ONLY. STANDARD PIGGYBACK TRUSS JULY 17, 2017 STDTL04 CONNECTION DETAIL A THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. rrrw NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER 1*0 ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8* TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"O,C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48* Q,C, STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8"TEE-LOCK MULTI -USE CONNECTION PLATE, (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS, PURLINS AND CONNECTION BY OTHERS) HERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION, Ownr u P f h"'. c WJ" Wf" ''4w-Om 111 0A'""kA *,q, 0 JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 A-1 ROOF TRUSSES 1 eT I 11rlc of Ntn FOF SECURE Wt c ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W1 TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0,131" = 10d 2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT. 3, INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. E END, COMMON iS, 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 WIND DURATION OF LOAD INCREASE: 1,60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24"O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. o" ''A' '! 'v w, Iwo W-1 9 s111 ill,, I— t.,4,q '.i "w"w"m f4v'mo.**046-4 ww?"a Fw' "wcc, ft 34Q46 toftkyl fvThW'KL Imt4ill I"I I FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06 A. 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 SECURE W/ ( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS I S1" — NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: I NAIL SIZE = 3"X 0.131'= 10d 2 WOOD SCREW = 3"WS3 USP OR EQUIVALENT, 31 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 r 12 SEE DETAIL "A* BELOW (TYP,) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 198, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT 7 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE 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 W1 TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4' X 3-) WOOD SCREWS INTO EACH BASE TRUSS 4'." 'NW W& zllNVw(A* V'. r 41VA !Y'vlkr'" f! "t 1 1 ", I Nt"t-4' ;;i, P f n'— ufw Mvi ql"x mv 20164 1 WfTn.... 4'4.11 hmkik( pt i hofTwso X,*Q"yl 1-4kl PJI I JULY 17, 2017 I I N%_j%j%JI_IJ V nL-L-l_ 1 ...)L- " t— r"lit. HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST'. LUCIE BLVD, FORT PIERCE, FL 34946 772-409.1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL. LOAD = 50 PSI MAX SPACING = 24" Q.C. (BASE AND VA JUT UM I IN" I MUJJC.J UII'CC4I LT UNUrM VMLLC T I MUJJCa MUJ I M DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS, NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER, FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD H I NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12112 PITCH) oQo xuat ryev wn+ Sps Ie u. C , 1 I i,til.'bl f `S ell e =fx lkt ; IM 4'€t 7e t f+ C '£i4" i7 S.RM.,w ii+,.4I5!' hxs bush A rm'ss na+ rfi arcs x s 4ttls fte.=:*uxs¢ z#D', t;f as kANue t ;per Ik ? k hlaeua ik a+H4rc N,r rt!ry. Ao— vq..t 40 w),, M,.'e#Iarw,Yu !'1?s ye le .A §u tV'SG f?M oaf i Iis•9 fa:; p t a.. 1Tn+slaiw. be z+sa x't G q,tHxsalpra,l.$P+. f<M.vid eagwwxp .puv+bPfr ktw Mn:R ,d tb n+re' ibnp.Nmthr $'}. w., atkk lF1. 'st Mx.I¢asi #xia}fawc;. ;iM a kh. Ah10vwvy 7. ?on LTa 9li, P.t.. x4 *u Rssst+}, fg .3rW t u d+fth d:Ae Jran tM "ee rs hlu«#ynfl ^4kt k+<Ib {ies oYm txea"Eaf 9a (K m4 Rsr k:#k= t+4t w& HI '9t #vsai at @T G°wt n rtelOro dYa1 rs 941+J P.+ql asallixxx aloha :kB'.k ertUatsiM+at r' r 8011$3 are Sate ag „ x ara ,aean e. +" ..,..Moc' pRms"t7rb k, M wlt;. ar ;arrwr,4 "a {xae p+4mez'tiarecm.str.,tw+. T*ss. asp nstPfte k,p. , .'<<s Se.Iga taiwas ad s cSm s . 1451 sst t CieE}lveiMi,aM A i:RkW QxtFc.t p ktFNt cR YN A 1lt aqu frtC 1h Itt# k,$4 lzNi<SJ { Ma iQ poi ttC& 4 9.3 t45d Pot R3: FU£i i1f^iCe, F! 34936 Ea,"1n113 B i 4 e4.:, l—.. w FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO, FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 1 1: VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. 2) 10d 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) - I0d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 1 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, B 3X4 = PlY2 OQ SHEATHING STD SPF BLOCK ROOF SHEATHING y N_ I v n I DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - 10d 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 V BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 3 TRUSSES 0 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. vz 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 v SPACED 48' D.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. OIAG. BRACE 10d NAILS. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED IM 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. 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 AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 r STUD 12" O.C. 3-8.10 5-6-11 6-6-11 11-1-13 2X4 SP #3 1 STUD 16" O.C. 3-3-10 4-9.12 6.6.11 9-10-15 2X4 SP #3 / STUD 24" Q.C. 2.8.6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12" O.C. 3.10-15 5-6-11 6-6.11 11.8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6.6.11 10-8-0 2X4 SP #2 24' Q.C. 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' D.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 :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 I T-BRACE / I -BRACE DETAIL STDTL09WITH2XBRACEONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 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 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS SECTION DETAILS NAIL WEB FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO TO MINIMIZE VIBRATION COMMON TO ALL. SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-4N-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 (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - lOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL BWITH LS )- 0131 X NAILSX) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS ( 0131' X 3') 2X6 STRONGBACK 4' - TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS ( 0.131' X 3') 0' WALL SPLICE) ( BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 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 I LATERAL TOE -NAIL DETAIL I STDTL11 . , I A-1 ROOF TRUSSES 4451 ST, LUCIE BLVO, 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 OIA 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 J 162 108.8 99.6 86.4 84.5 73.8 i 128 74.2 67.9 58.9 57.6 50.3 coz0J 131 75.9 69.5 60.3 59.0 51.1 n 148 81.4 74.5 64.6 63.2 52.5 N N! VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 115 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' T4 60" 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS t NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE a NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 120 131 59 46 32 30 20z 0 j 135 60 48 33 30 20 U? T) 162 72 58 39 37 25 J 0 128 54 42 28 27 19 F- z Z Q 131 55 43 29 28 19 111 148 62 48 34 31 21J Lo N Q Z 120 51 39 27 26 17 C:? Z 128 49 38 26 25 17 O 131 51 39 27 26 17 148 57 44 31 28 20 NOTES: 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 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 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. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF L60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (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 NEAR SIDE FAR S. E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW MAY 15,2018 1 TYPICAL 2X2 NAILER ATTACHMENT I STDTLl 3' A-1 ROOF TRUSSES 4451 ST LUCIE BLVD, FORT PIERCE, FL 34946 2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS NEW 2X2 SP NO. 3 ATTACHED TO OVERHANG WITH (0.131"X3-) MIN, 3 NAILS NOTES: 1, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS, r0mY T To M'oo N', 0 F, uc "', 'lilvl Tort FL Ag46, iofyqsl ", 1016A 11kolitow, Ak*"vT'T4wI'l N. I koofiiqws WkoW'k0fllipl, TYPICAL ALTERNATE BRACING DETAIL April 11, 2016 1 FO EXTERIOR FLAT GIRDER TRUSS 1 STDTL14 A-1 ROOF TRUSSES 4451 ST ' LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) a 0 a A up.a 1101 12 VARIES 4) 12d MAX 3011(21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 kikhw,y T Ifl, P E. aAl),63 445i StjramV1, 6 4—" 4*— 1 W P I FEBRUARY 17, 2017 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772A09-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 1 3681 2074 1 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 Q. 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' D.C. AS SHOWN (J31' 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 10d NAILS NEAR SIDE 10d NAILS FAR SIDE Id TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1, THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS 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' D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: I. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HE, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.14B' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X- SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. I'lilailloW.1,111 - - 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. IREFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 35/811, m 77 HATCH LEGEND 0" A.F.F. 81- 8" A.F.F. VIIA18'- 17/8" A.F.F, Truss I.D. Gra.lty (, 5.000#),/ uplift 1, Hwiz.ntal J> 350#) mm i3s Suit: ALL INUtxb JU WALL ANU,1UH JKUbb 10 LEDGER CONNECTIONS BY BUILDER fUNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER 'UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS J.D. AND TRUSS LOCATION DAM. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER To THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING 4 ERECTION DETAILS REFER TO SCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE Of EACH TRUSS DRAWING NOTE REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) i WS24 j THOL46 JUS26 J`l MSH422 ;R": --- MUS26 THI)28 T) 1 THD26-2 X" i 8 HANGER BY BUILDER ka"BB) BEAM BY BUILDER NOTE; UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES REARING ON ANOTHER TRUSS TO BE LSTA L2 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING R0OFj FLOOR I WINO LOAD LIVE LOAD 20 40 ASCE 7-10 DEAD LOAD 150 MPH FXP C LIVE LOAD 10- 0 CATEGORY 11 JDEAD LOADI 10 5 ENCLOSED TOTAL LOAD 40 55 FEC-2017 DURATION FACTOR 1.25 1,00 TPI - 2014 V DATE BYE REMARKS I, s urlden5tood that above have been 'e—ew-d APPROVED fatw, ca,KxI at lws,S, APPROVE, D As No-Ecl el,, al,onsptch,lllerhays l. I9 clce,hn REV.5k AND RESUBMIJ tea— r oIbope & alidefa,I PerlaIZ RE) ECTED c " Ns reuss plaoenenl pIaa. No, back ctwges -fi z accepted hout "" Z, 5AT appmai '= om ar, A. Roof Twsses representative. REvif 'ED B PLAN DATE ARCH : f STRUCT- CUSTOMER RYAN HOMES JOB NAME SUMMERLAND'W GARAGE LEFT ORTI^S) LANA11BR5,BATH 2 COMMNTY 1/ 1 LOT # KENSINGTON RESERVE 1 LOT 102 CITY - COUNTY VARIES BLDG BLDG TYPE # JOB * 73525 MASTER, WRCSWUS DRAWN SCALE DATE At#= A- 1 ROOF I TRUSSESPi, 772- 409-1010 ! Fax 772-40B-1015 htfp,*r, 3r a7lf-as5,com 2 z z Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Count , FL Inst #2019008826 Book:9287 Page:1 877; (1 PAGES) RCD: 1/24/2019 :l 5:57 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4507 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: BR1 8-004374 Parcel (D Number: 17-20-31 -5VQ-0000-1 020 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 # 102 of Kensington Reserve 3852 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Sin le 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: 15 Fee Simple T(Ue Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (If applicable, a copy of the payment bond Is attached), Name, NA Amount of Bond: 6, LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 11313(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number- 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates — of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) YA-RN-1N—G TO OWAE—R,' 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 Sig Lassoe's (Print Name and PrWda Signatory's TiQWOffica) Authorized ort State of _Florida County of Orange The foregoing Instrument was acknowledged before me this day of 20 19 by payna Milgholl Who Is personally known to me tX OR Name of Person making statement who has produced Identification Cl type of Identification produced: 01 th Notary Public State of FloridaT"CY-LEIGH MCDONALD Notary SignatureMyCommissionFF925012 pr Expires i o/M019 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address::?o Building Permit Electrical Pen -nit # 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-farti-ily dwellings, 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction wilt not be responsible for any damages or costs which may result from the exercise of Such right, Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees, 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5, Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6, This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w nanta Signature Df4r ena—nt JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes Print Name, of for Signature f le ontractor CGC151715 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor ECO003096 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) COUNTY OF SEMINOLE IMPACT FEE STATEMENT 8 - q q STATEMENT NUMBER: 18100009 BUILDING APPLICATION #: 18-10000901 BUILDING PERMIT NUMBER: 18-10000901 DATE: November 14, 2018 -' f r UNIT ADDRESS: CRAWLEY DOWN LOOP 3852 17-20-31-5VC-0000-1020 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: 3852 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR I------------------------------------------------------------ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARX CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 1PERSONSAREALSOADVISEDTHATANYRIGHTSOFTHEAPPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE COUNTY OF SEMINOLE ,. q 3 -7q IMPACT FEE STATEMENT STATEMENT NUMBER: 18100009 DATE: November 14, 2018 BUILDINGAPPLICATION #: 18-10000901 BUILDING PERMIT NUMBER: 18-10000901 UNIT ADDRESS: CRAWLEY DOWN LOOP 3852 17-20-31-5VC-0000-1020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: A 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: 3852 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS- ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS - COLLECTORS N/A 1. 000 dwl unit 705.00 Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1. 000 dwl unit 54.00 CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE ` SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ( ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, -G // TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES "Z MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE UNIVERSAL 0 0 Consultants In: Ge"technio,|Engineering " Environmental Sciences Geophysical Services ~ Materials Testing , Threshold Inspection Building Code Administration, Compliance Inspection aPlan Review 3532Maggie Blvd, Orlando, FL 32811 -P:407.433.05V4 -F:407.423.31D8 Client: Ryan Homes 43O7Vineland Road Suite H-1U Orlando, FL32811 Project: Kensington Reoome, House Lot Testing 3SA8B/iauonAvenue, Sanford, Seminole County, FL32773 Area Tested: Residential House Pad, Lot 1O2 Material: Fill Reference Datum: 0 = Top of Fill Hand A4ger-ftrings; Location of Center Was Building Pad Staked: N Depth of Watertable Below Grade: 500 Borings Terminated 2Feet into Native Ground? N Number ofLocations: 1-Depth ofEach Boring: 5.O0 Were unsuitable soils encountered: N Samples Obtained: N UESProject No: 0110.1700732. 0000 VVorkmrderNo: 9430383- 1 Report Date: 02/01/2019 LIES Technician Adrian Garcia Date Tested 01/29/ 2019 IWe of Test. Field: ASTMD-2937Drive CvinderMethod Labomtom: ASTK4D1557Modified Proctor U ft - 3,0 ft - tan silty sand, 3.0 ft - 4,0 ft - gray/brown silty sand, Laboratory Tggt Results: Organic Content; N/A Moisture Content: N/ A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the S5%minimum compaction requirement. Test No. Location of Test Range Maximum Density Pcf) Optimum Moisture N Field Dry Density Pcf) Field Moisture M) Soil Compaction M) Pass or Fail Remarks: At the time of testing , footing had not been excavated. All densities were done inside the pad area. 3852 Crawly Down Loop To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions mextracts from orregarding Universal' s mporlois reserved pending our written approval, Am DESVRIPTION AS FURNISHED: Lot 102, KENSINGTON RESERVE, as recorded in Plot Book 8 1, Pages 86 rthrough 92, Public Records of Seminole County, Florida. BOUNDARY FOR CERTIFIED TO: Ryon HomesINVR Inc. t TRACT G CONSERVATION AREA 8,9'4553" W (B,B.) WETLAND BUFFER) S 68,35' --------- 48, 11' 49 86' LOT 10,? 12.20' 30.0, IZ85' 04 CV LOT 101 C) LOT 103 M Qi FORM&OARO FOUNDA77ON TOP OF FORMS 32.02' S. 7' 6 95' 8.7 6.36' 41,28' P 25.20' 27,17' 10' UTIL. ES D=-98'25'49" R=55,00' R-55.00' L=27.29' C=27. 01 CB=N 79*07'59" W CRAWLEY DOWN LOOP P.C. W VARIES) PROPOSED FINSHED SPOT GRADE CLEVA77ONS MONT 25PERDRAINAGEPLANSPLOTPLANAREA "A 9LJL.ALQ9 REAR 20' PROPOSED DRAINAGE FLOW IMPERWOUS COVERAGE - 2,302.t SQUARE FEET OR 34.7% SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 6,637t SQUARE FEET SIDE' - 7.5' FOR 60' LOT5 LIVING AREA CONTAINS 1,548& SQUARE FEET SIDE - 10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANS - 32.0' 1PORCH CONTAINS 754.* SQUARE FEET SIDE STREET = 25' CQN ZLALW CRUSEMWEYER -SCOTT & ASSOC, INC - LAND SURVEYORS LEGEND - Lf""S - 5400 E. COLONIAL DR ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 p PLAT r FEELS PML POINT ON LINE TYP, TYPICAL NOTES: IP. WON PIPE Al INCH An PRE, POINT OF REVERSE CURVATURE pim row OF CONINS" CURVATURE I THE UWVMWP OM H&WY CERTIFY THAT NS SEIRVEY MEETS THE STANDARDS OF PRACT" SET FORTH OY THE FLORWA &OARD OF PROFESSIONAL SVRWYM *0 RAMRS IN CHAPTER W-17 FIOROk ADNINISTIAME CODE PURSUANT TO SECIM 472427. FLORIDA STATUESCXCONCRETEMONUMENT SET IR, M- M, /WLS 45% RAIL RAW& ME NIX-RAINAt, 2 UMM OMOSSED WON SURWYOR'S =WnM AND ORMM "M SM THIS UMWY AW OR OMES ARE NOT VAM RM REC(T'PERES vp. vEr"CST PONT J THIS "VEY WAS PREPARED FROM TITLE NOW94TM FMA TO THE SVRVEYOR THERE MAY K OTHER RESTRCnM PA.11, POINT Or $CDROM PAM POINT or COWNCTIMENT CALC. CALCULATED P^K PERMANENT Orr"EME "MACHT OR EASEA4ENTS THAT AFFECT THIS PROPERTY, 4, Ho VNEEWGNDIq WPRQVVWNM HAvr 9EEH LOCATEV UNLESS OTHEROTSE SHOWN. t Ct"TCRLINC N160 HAD. t OISX M FINISHED I"" EUVATUIN SCOLDING SET"" LINE 5 THIS StOWY IS PREPARED MR THE ME OENUTT OF' INOSE CENT1070 TO NO SHOULD NOT RE RELIED ~ OF ANY OTHER ENTITY K/v RIONT-OF-WAY K KNCHNARK 0, OMERSOM SHOWN FOR THE L"TION OF WRO"007S HEREON SHO" NOT Of USED TO RECONSTRWT 8O0NO4RY UNES, Cvmt CASEMENT a WE WANING. 7 86ARING14 ARE SAM AMNEO PATUM AND ON THE UW SWW AS SASE OrARM (414) DRAK DRAINAGE UTO_ VULITY V"TVNS IF SHOW ARE 44SW ON NATIONAL GCOMM VERTICAL (KIM OF 1929, UNLESS OTHERWISE NOTED, CLM CHAIN LINK I' ENCE A. CEROPKATE Or AUTHORIZATION W 4590, varc, WOOD FENCE C/o CONCRETE 11LOCK SE;ALE I' - 20'-----4 1 DRAWN iqy PIC POINT OF CURVATURE pa: - POINT OF TANSENCY DESCRIPTION CERTIPED SrK DATE NO RADWSARCLONGUR PLOT PLAN 09-19-2018 6189-18 DELTA FORM80ARD FOUNDATION/ELEVS. 01-30-2019 658-19 CIO, CHORD KARIM NORTH THIS OUILDNO/PROPERTY OM NOT UE WTHIN THE ESTA"HED 100 WAR FLOW PLME AS PER *RRW' TOM GRUSCN M, R,'. 4714 ES W. SCOTT, X.S # 1801 ow MAP I 12117CO09OF (09-28-07) 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyurl.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy 15 Lighlyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC f FORM R405.4.1-2017 Envelope Leakage Test Re port Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Community: Lot: Builder: UAW-7) A4, Address:' 0 U-k City: State: L Zip: a2:Z 7-3 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERi Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2, P" RIFORMANCE or ERI METHOD. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding eselected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO, ACH(50) specified on Form R405-2017-Energy Calc tPerformance) or P406-2017 (ERI).- A71- llra-x 60 Metbod for calculating bufldingYQW= CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans ASS (Mechanical Ventilation is not required) AcDpocle software calculated F-1 PASS (with Mechanical Ventilation) 0 Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted In accordance with ANSI/RESNETIICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed asset forth in Section 489,105(3)(f), (g), or (1) 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 rode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended'weatherstripping or other Infiltration control measures. 2.Dampers Including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond Intended infiltration control measures. 3.Interior doors, If Installed at the time of the test, shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5,Heating and cooling systems, If Installed at the time of the test, shall be turned off. 6.Supply and return registers, If installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester- DateDateofTest: e.-'Izz2zzq W #* 1 Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET f FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: Community: \ Lot: Address: -7 6Uni U City: State: Zip: Duct Leakage Test Results 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handier unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? [:] YES N) ONO (460,3) Performance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the er—z-i Nproposed duct leakage Qn specified on Form R405-2017 or R406-2017. 24 - 0&_, 22-Qn Total oTall Total Conditioned Leakage Type selected on Form Qn specified on Form R405-2017 systems Square Footage R405- 2017 (Energy Calc) or R406-2017 (Energy Co/c) or R406-2017 Io, - S e d ASS ETAIL --J Duct tigtness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993( 5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Ligh!years, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25