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3726 Hanworth Lp 18-4429; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: A Documented Construction Value: $ 1'P S. Job Address: 3726 Hanworth Loop Historic District: YesEl NoFx1 Parcel 11): 17-20-31-5VC-0000-0130 F Residential RX Commercial 1 AlterationE] EA Type ofWork: New Addition E -1 Repair Demo Change of Use Move El Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407- 692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Rvan HQn3 Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407- 692-9820 Fax: 407- 692-9821 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407- 774-6078 Fax- E- mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAIL,URE 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 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, beaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date. 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 % 'I, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be4%. NOTICE?: I 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 be done in compli, e with all applicable laws regulating construction ant 10/31/2018 s, I g—n -are Ag Date Signature .0 teir/A atuAOvt' Tracy McDonald Print Owner/Agent's Name Signature of Notary -State of Florida V_ X,134,13 41 10/31/2018 Date Tracy McD—onald Print Contractor/Agent's Name Signature of Notary -State of Florida rate and that all work will ing. 10/31/2018 Date 10/31/2018 Date Owner/Agent is __X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingR ElectricalN Mechanical[il Plumbing® Gas[] Roof Construction Type: 1J 97 occupancy Use: Total Sq Ft of Bldg: Zo-4-I& Flood Zone: Y-50F Min. Occupancy Load: t # of Stories: 2- New Construction: Electric - # of Amps 0-90 Fire Sprinkler Permit: Yes El No m # of Heads APPROVALS: ZONING: U, ld1Y 1" UTILITIES: ENGINEERING: "— kC. FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. .tor `W< - o, 3 14% W6 /so, 601/,?, qo no Plumbing - # of Fixtures WE" Fire Alarm Permit: Yes [] No N WASTE WATER: BUILDING: ; e- Revised, June 30, 2015 Permit Application tP I /it CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 115,536 Job Address: 3726 Hanworth Loop Historic District: YesEl NoFx] Parcel ID: 17-20-31-5VC-0000-0130 Residential R CommercialEl Type of Work: NewFx] Addition 1-1 AlterationEl RepairEl DemoEl Change of Use El MoveEl Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Rvan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407- 692-9821 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774- 6078 Fax: E- mail: brian@abdesigngroup.com Mortgage Lender: N/A 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: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is be done in compliWce with all applicable laws regulating construction an( 10/31/2018 Signatu fOwne Ag t Date Signature &or4for/A) Tracy McDonald Print Owner/Agent's Name 10/31/2018 Signature of Notary -State of Florida Date Z1 y r',, MEArkN LYNNE FOWLER MyCQMMISSION#GG00253 EXPIRES: January 17, 2021 64 0pndpd Thr) Budget NOWY Services Tracy McD—onald rate and that all work will 10/31/2018 Date Print Contractor/Agent's Name 10/31/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER My COMMISSION# GG 063253 EXPIRES: January 17,2021 6onaed Thru Budget Notary Services Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical[] Mechanical[] PlurnbingF] Gas© RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n NoF] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes [I No [I UTILITIES. WASTE WATER: FIRE: BUILDING: Revised: June 30,2015 Permit Application 10/31 /2018 SCPA Parcel View: 17-20-31-5VC-0000-0130 cc Property Record Card Parcel: 17-20-31-5VC-0000-0130 Property Address: 3726 HANWORTH LOOP SANFORD, FL 32773 E 4 4 oleo 01 tx0 i Value Summary 2019 Working 2018 Certified Values Values Valuation Method Cost/Market Cost/Market j Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 78,000 78,000 Land Value Ag Just/Market Value m° 78,000 78,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 C Assessed Value 78,000 78,000 Tax Amount without SOH: $1,464.00 2018 Tax Bill Amount $1,464.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 13 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority w.:. ..... . ..... .... _...... ....::........ ..... .... ;................ ... _: ...........:.. ....... .::........... , . ;;.:, Assessment Value Exempt Values Taxable Value County General Fund 78,000 0 78,000 i Schools 78,000 0 78,000 City Sanford 78,000 0 78,000 ; SJWM(Saint Johns Water Management) 78,000 0 78,000 County Bonds 78.000 0 78,000 Sales Description Date 1 Book Page Amount Qualified Vac/Imp No Sales LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 43€ _$ I hereby name and appoint: 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 (cheek only one option): El The permit and application for work located at: Street Expiration Date for This Limited Power of Attorney:_12/31/2019 License Holder 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 this day of 200 18 by Scott James Faber who is LA o who has produced as identification and who did (did not) take an oath. Signature Notary Seat) Print or type name Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) CITY OF SANFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407,692.9821 Email: trmcdona@)nvrinc.com Property Address: 3726 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0130 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: FE-1 New structure 0 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition EJ 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 BFIE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: M The parcel is in the: El floodplain floodway 0 A portion of the parcel is in the: F-1 floodplain El floodway W-1 The parcel is not in the: FEW floodplain 0 floodway 0 The structure is in the: 0 floodplain El floodway El The structure is not in the: 0 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# 18-4429 Reviewed by: Michael Cash, CFM Date: December 5, 2018 I I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & i" 0; k+ f- 1877— Landscaping !J -%P Way W-Aw'samforX111,90V Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements Within the city right-of-way, It does not approve any work within any other is jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the wwwwthakw, size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbeferoyoft 1. Project Location/Address: 2. Proposed Activity: 3726 Hanworth Loop, Sanford, FL 32773 X Driveway -] -1F Walkway E1Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application Is sub property ownw. Signature: Address: 430Ai7ne:)1Yv phone: (407) 692-9831 by. Print Name: Tracy McDonald Emergency Repairs Rd #H-20 Orlando, FL 32811 Fax: Email: trmcdona@nvrinc.com Date: 10/31/2018 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester 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 oonflk-t with the above permitted activity, the pormittee "I 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 attomeys 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 read Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works the above statement and by signing this application I agree to Its terms. Date: 10/31/2018 This permit shall be posted on the site during construction. Please call 407.688,6080 24 hours In advance to schedule a pro -pour Inspection. Official Use Only Fee: Utilities Approved: J/ Engineering i A,, e_- i I (" Site Inspected by: Special Permit Conditions: Date: Date: Date: 2 elDate: 12 Date: November 2015 ROW Use Drlveway.pdf DESCRIPTION AS FURNISHED: Lot 13, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. BRISSON AVENUE 15' RIW PER ORB. 7961 PG. 555) S 00019'09" E 75. 00' I' NON -VEHICULAR ESMT. 0 15' WALL & LANDSCAPE ESMT. 20.01' 20,0 1, 12.34' 12.65' 16.0' 18.3, LOT 13 PROPOSED MODEL SEASIDE - D 3 CAR GARAGE LEFT Q:) LOT 12 CO Cz; LOT 14 00 AIC F-18.46' 5.0, 18.7' 10. 7' 14 15.7' 12.49' — 12.50 ENTRY DRIVE 13.7' '6 12,48' — WALK 2 .00' 25.00' 10' UTIL. ESMT. 215.06' TT_ + _ P.C, 5' CONC. WALK 19'09S0 E 75.00 CURB HANWORTH LOOP 50' PRIVATE RIW) PLOT PLAN ONLY NOT A SURVEY PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS BUILDING WBACKS: AS FURNISHED PER DRAINAGE PLANS IMPERVIOUS COVERAGE - 4,J,37± SQUARE FEET OR 48.27. FRONT PROPOSED DRAINAGE FLOW /" LOT CONTAINS 9,0001 SQUARE FEET REAR = 20' LOT GRADING TYPE A 011r, WALK ON=27± SQUARE FEET SIDE 5' FOR 40' LOTS WALK OFF=375.± SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS 27.1 DRIVE ON-824.± SQUARE FEET SIDE 10' FOR 75' LOTS DRIVE OFF(APRON)-I4A2± SQUARE FEET SIDE STREET = 25' CR,(',/S,E.VJ11ErER -SCOTT & ASSOC, INC. - LAND SURVEIYORS LEGEND - LEGEND - p = FLAT P.Q.L.POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 14,36 F FIELD 1, IRON PIPE IR. IRON ROD TYP. • TYPICAL PIRt. RD INNT OF REVERSE CURVATUREP.C.C.RD T F OMPOUND CURVATURE0C NOTES: L THE UNDERSIGNED DOES HEREBY CER77FY TENT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By THE FLORIDA 80AHO OF CA, CONCRETE NONuMEuT Rap. RA DIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STA77JES SET IR I/a' IR. /NLB 4596 MR. NON -RADIAL 2 UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED S IS SURVEY 0 COPIES ARE OF VALID. CAL. IN RVEY MAP R HREC. C P.O.B. RECOVEREDD Pai"I OF BEGINNING VP. WITNESS POINT CALC. CALCULATED J. THIS SURVEY WAS PREPARED FROM 17RE INFORMATION FURNISHED TO THE SURVEYOR. THERE 94Y BE OTHER RESTRICTIONS OR CASEMENTS THAT AFFECT THIS PROPERTY. PIO-C, POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT HE CC ETONENTEPLIFr. FINISHED FLOOR, ELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N&D NAIL t DISK ILS BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE 84-NMY OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY R/. RIGHT-OF-WAY ESMT. EASEMENT B.M. • BENCHMARK B.B. • BASE REARING 6. DIMENSIONS SHOWN FOR THE L"TEO,'I OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (8,8.) DRAIN. • DRAINAGE JTIL UTILITY VATIONS, IF SHOWN, 8. ELL ARE BASED ON FATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED, CLFC. = CHAIN LINK FENCE WD,FC. = VOOD FENCE 9. CERTIFICATE OF AUTHORIZATION Na,. 4598. C/B CONCRETE BLOCK PC, POINT OF CURVATURE20 DRAWN BY. P. T. POINTOF TANGENCY DESC DESCRIPTION DATE CERTIFIEDBY., ORDER No. R RA DIUS L ARC L FIGTH PLOT PLAN 10-22-2018 7023-18 D DELTA CHORDCC6CHORDBEARING I NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FTRA4* TOM X. GRUSENMEYEER, R.L.S. 47)4 ZONE * xl MAP 1 12II`7COO9OF (09-28-07) JAMES W. SCOTT, R.L.S # 4801 SQ.FT. CALL.'S 1ST FLR LIV NG 2.539 _"a FT, TOTAL LiViN6 2-1739 3G2. FT. N7Rl V 5a FT. GAFZ4 s- 599 Sf.2. FT. LA&W 151 502 FT, TOTL 3pib SQ. FT. EX1ERiOR MA5OWf 9'-4 Bpi 57T1T77171 LOAD ElRr', WALL 00WOt81T AND CLADOM W D LOADS SAW W)D E73"OS E FCC 3 SECOND GUSTS whim ZONECALLFOOT 60 M1i'MOAGEGEMINATION 1 0•5N 5 28.92 1 -3840 14 13 H E' 5 28.92 / -3840 3MO 2 DR ! 435 2705 / -2954 3 x T-m56 5 2613 / -3221 OW10 4 lit X _0 24W / -3016 5 i? 4 28,45 / -3035 ECxRE55 6 4 i fa , 4 i343 / -3232 TF-F 7 3T E i 4 i 25.45 / -3035 8 33 f 2Ef25- 4 273 f -29b2 9 bo aCW 5CD 4 1 i25N 1 -2633 i9 33 {2125-$F 5 213 / -34W 1' 33 12) 25-5H 1 4 i 2713 1 -29k2 L 25-5H 171 4 ( 26.45 ! -30% EGF4-: 55 25- 5t4 4 28.4b / -30.% WIND DESIGN CRITERIA A BASIC WND SPEED MPH (3 SECOND GUST) VULT, S50 / YA50.116 MPH B, INTERNAL f11 E55URE CAE>•PICENT, • .',a C. RISK CATEGORY-TYF'E 11 EXF' 05URE CATEGORY C NOTE. YALL£ 5 FOR COMPCNEN75 4 C-ADDM F'R F65,4ARE BASP ED I Y4;t DESr N WP:D 5£ FBGq 6TH ED (29R) 4:.L0lil5 T4-fESE MW%EED. f' P, E55f; RE5 TO B_Ti. LIED 5-Ob TO M--ET T{4E ALLOWABiE OR NOM}NAL 7ESTED VALUES LSED B7 f420DUC7 ^7ANUFAC USZERB. K)7£. G PFSOR TO:) TALL WAJ-47CN ON AL FPA-M. F 2'-@' FFZOM T E FNISN FLOOR VU BE SFRA rD AIC TREATED EL WRATE' A TER'TrE i1 ATED SPRAY i I I p0L 70P PLATE n 2n8woo au- Ea- WOZ A CABINETSECTION FLOOR FLAN SCALE: 1/4 = 1'-0' ELEVATION 1. k i 27 25- SH a 2) 25- 544 - J E 1 DINETTE i I 0 ` t I OWNER'S SUITE 4 i W- 4k'T 8080 YsD r i i0'-4 I L j I I f CiR/-i I YEtkT. l'1, tiAYE I TO EXT. o I II 6 r j ROOM I I I • ! O a > GREAT 5'-4' cat ( o' l a' GAB. cRa N i I ra_DmKs--- m1-= st c OWNER' S BATH KITCHEN 17 g 4' :4a l9' 4—CLLv li XI Q 1 3'- x O' 2 4 -a' 6 e_ 5' 5'-0= _ {.•. !2 6' _ 6 ,o I 1f. I.C. 4' R s 5,0 1 BDRM 4 CLC. PIT 9 1 Cla R IS<i BATH 2 il{ wxr B'4'c6,L > v O m ! iiiili m v, LAY. a6 wI^Q p3 Ilo BDRM 2 5'xta'-m' ui - , v • II O I PIT5 , L., -0' BATH 1 m I •' I s . J 6 BDRM 3 T 9' 4 CLCz. e'. a4 Via" 0 r 4 wr . -,I y 8 0. 4• - S4.LA L 22k3b' I ATT-- i L___ J Iwllc 3- CAR GARAGE STUDY 14-a'xm- 0, B'-4' as M- T 2 O I lr3 v t- I ENTRY I I so mmomm A it C N I T E C T E Design Grou ,... 1441 N- RONALD REAGAN BLYD_ LONGWOOD, FL 32750 PH. 407-7748078 www a:4071744078 Ode uR.•sm AAY: 0000003325 r r UBDIV. doLOT. KENSINGTON RESERVE' LOT # 13) MODEL• SEASIDE VERSION# 01) PROJECT#: R2065. 013/ 00001 PAGE: FLOOR PLAN ARCHITECT STATE OF RORIDA DATE: 1 O / 18 /18 SCALE: 1/4-=I'-O" SHEET 3 OF 7 r UBDIV. doLOT. KENSINGTON RESERVE' LOT # 13) MODEL• SEASIDE VERSION# 01) PROJECT#: R2065. 013/ 00001 PAGE: FLOOR PLAN ARCHITECT STATE OF RORIDA DATE: 1 O / 18 /18 SCALE: 1/4-=I'-O" SHEET 3 OF 7 COUNTY OF SEMINOLE f T L t ty IMPACT FEE STATEMENT STATEMENT NUMBER: 18100009 DATE: December 06, 2018 ( z 71BUILDINGAPPLICATION #: 18-10000933' BUILDING PERMIT NUMBER: 18-10000933 UNIT ADDRESS: HANWORTH LOOP 3726 17-20-31-5VC-0000-0130t(,)(r TRAFFIC 2ONE: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: 3726 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing CO 54.00 1.000 dwl unit 54.00 Single Family WIDE ORD Housing 9,000.00 1.000 dwl unit 91000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, 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 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019010028 Book:9289 Page:1595: (1 PAGES) RCD: 1/29/2019 10:42:39 AM REC FEE $10.00 THiS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. BR18-004429 Parcel ID Number: 17-20-31-5VQ-0000-0130 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 # 13 of Kensington Reserve 3726 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION iF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title 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 Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number, 407-692-9820 Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. 8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified) WARNfNI2 TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Stgnaku Owner or Lessee, or Owner's or Lossae's "" (Print Name and Provide Signatory's Tile/Office) Au zed OtficeNDiractor/Panner/Manager) state of Figridg County of Orange The foregoing instrument was acknowledged before me this _ - day of by Dayna Mitchell Who Is personally known to me Ex OR Name of person making statement who has produced Identification 0 type of Identification produced: ate* Notary Public State of Florida F TRACY,LEIGH MCDOt4ALD / a Exxpireesala6201g826U12 Notary Signature rt,, REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I tl_i Iq_ Project Name: Kensington Reserve Project Address: Building Permit #:&2-- Electrical Pert -nit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: L This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. 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 nant S ign_ature'qr enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Print Name of . I Signature CGC151715 Gen. Contractor License # Homes Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor ECO003096 El. Contractor License CALLED INTO: a Progress Energy a Florida Power and Light on _/' Rev. 02/10/15) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lott 3 Kensington ReserveSea side DG LNW Builder Name: RYAN HOMES Street: 3726 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: 41108 - 4 4Owner: Jurisdiction: Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9, Wall Types (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ink InSUI, Exterior R=41 1921.90 ft2 b. Frame - Wood, Adjacent R=13,0 420.00 ft2 3. Number of units, if multiple family 1 c, N/A R= ft2 4. Number of Bedrooms 4 d• N/A R= ft2 10. Ceiling Types (2635.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2539.00 ft2 6. Conditioned floor area above grade (ft2) 2539 b. Knee Wall (Vented) R=19.0 96.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(265.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a, U-Factor: Dbl, U=0.35 188.96 ft2 SHGC: SHGC=0.29 b, U-Factor: Dbl, U=0,62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,29 a. Central Unit 44,5 SEER:15.00 c. U-Factor: Dbl, U=0.32 8,00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d, U-Factor: other (see details) 4.00 ft2 a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 6.213 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a, Electric Cap: 50 gallons8, Floor Types (2539.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0,0 2539,00 ft2 b. Conservation features b, N/A R= ft2 None c, N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.104 Total Proposed Modified Loads: 69.57 PASS TotalBaselineLoads: 70.33 1 hereby certify that the plans and specifications covered by Review of the plans and Tf1E ST this calculation are in compliance Yh the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this as ed, is in compliance Florida Statutes. with the Florida Energy Cod IAbuilding, OWNER/AGENT:- . .... . - - -------- DATE: BUILDING OFFICIAL: ............ . DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 10/ 19/2018 4:36 PM EnergyGaugeg USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 PnRM R4n5_2n17 PROJECT Title: Lotl 3KensingtonReserveSea Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2539 Lot # 13 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON RES of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3726 HANWORTH LO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL, 32773 Now/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 2539 23612.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2539 23612.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 0 2539 ft2 ---- 032 0 0.68 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2750 ft2 528 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RES IRCC I Full attic Vented 300 2539 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 36 ft2 0.1 Wood 2 Knee Wall (Vented) Main 19 Batt 17 W 0.1 Wood 3 Knee Wall (Vented) Main 19 Batt 26 ft2 0.1 Wood 4 Knee Wall (Vented) Main 19 Batt 17 ft2 0.1 Wood 5 Under Attic (Vented) Main 38 Blown 2539 ft2 0.11 Wood 10/19/2018 4:36 PM EnergyGaugeO USA - FlaRes2017 Section R405,4.1 Compliant Software Page 2 of 4 F RM R405-2017 WALLS To- Adjacent S VaU- yp@-- S acep Cavity R=-VaiUE------ Width t--tA---F.-t----tn----.---- Height Area ------ Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 65 6 9 4 611.3 ft2 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 34 5 9 4 321.2 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 45 0 9 4 420.0 ft2 0 0.23 0.3 0 6 E Exterior Concrete Block - Int Insul Main 4.1 15 6 9 4 144.7 ft2 0 0 0.6 0 7 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 8 S Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 2 6 9 4 23.3 ft2 0 0 0.6 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Law-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 3 in None Exterior 5 2 W 9 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ft2 14 ft 0 in 0 ft 8 in Drapes/blinds None 3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 27.1 ft2 7 ft 0 in 0 ft6 in None Exterior 5 4 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 4.0 ft2 1 ft 0 in 1 ft 3 in Drapes/blinds None 5 N 3 Vinyl Law-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 3 in None Exterior 5 6 N 7 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft2 15 ft 8 in 0 ft 2 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 1 ft 3 in None Exterior 5 8 E 6 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 11 ft0 in 0 ft2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 599 ft2 599 ft2 56 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACM 50 1 Wholehouse Proposed ACH(50) .000414 2754.8 151.24 284.42 .302 7 10/19/2018 4.36 PM EnergyGaugeg USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 P(iPRA PAn.r,-9nl7 HEATING SYSTEM System Type l— -- — -------------------- Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF:8.5 46.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit/ Split SEER: 15 44,5 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 Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool I Attic 6 507.8 ft Attic 126.95 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coo n, g M1 n Apr, JulJu i Au epp Octov Dec Heat Feb MarXjlanJan F ki Ap, yy rjJunMayJun Julugriri Xj Se Xj Oct Novki DecHVentingJanFebMarAprMayJunJulAugSepOctNovDec 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 (WEN) 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 10/19/2018 4:36 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORMR4OS-2017 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = The lower the EnergyPerformance Index, the more efficient the home. 99 1. New construction mexisting z. Single family mmultiple family o. Number munits, nmultiple family 4. Number vrBedrooms 5, Is this a worst case? 6.ovndmoned floor area (ft2) 7. vwnuuwv~ Description o. u- Feomc om.o~n,uo Snsn: nnGo= o.ry b uranmr om.V=V.62 nHoo: nnGC= o,cu c. u- pumnc om.u~o.mz anoc: Sngo= o.xo u. u' Factor other (see details) SnGC: other ( see details) Area Weighted Average Overhang Depth: Area Weighted Avomges*8C: uFloor Types a. Slab -On - Grade Edge Insulation v.mm New ( From Plans) a Wall Types sm0m`mi o cvn o owux'|m|nav| Exterior b.nvm°-Wood, Adjacent cwm 4 u. N/ A 1o comnV Types No a.Under Attic (Venteu 2539 u,Knee Wall (Venteu o N/A Area w 11 Ducts1oe, oen" o.Sup: Attic, Ret:Attic, An: Main 64onft' m.Cooling systems 8.00 ft2 a, Central Unit uz1oft. 0.289 Insulation Area n= 0o 2539. 00ft' q= ft2 R= ft2 13. Heatin systems a. Electric Heat Pump 14. Hot water systems a, Electric u. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection.Atherwise, a new EPL Display Card will be completed based on installed Code complia tures. Builder Signature: Date: 10/19/2018 Address ofNew Home: Cdy/FLZip: 32773 Insulation Area n~*.1 1921,90*' 13o *20.00ft2 n~ ft2 n~ ft2 novmUon Area R=38u 2539,00 ft' 19.0 96o0ft2 n~ ft` n nr o 507. 8 xamm, Efficiency kBtu/hr Efficiency Cap: oogallons Note: This isnot aBuilding Energy RoVng. Ifyour Index isbelow 7O.your home may qualify for energy efficient mortgage (EEN1)incentives ifyou obtain aFlorida EnergyGaugaRating. Email EnergyGaugetech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters, For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1 3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10n9o018*36pm Energysavge@USA 'Flanev2n1r Section n4ou.*.1Compliant Gunwwn, Page 1mI Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, PrescriEtive and ERI Methods IADDRESS: 3726 HANWORTH LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD, R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4,5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402,4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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. 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. 13. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdArindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn 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 I Ol/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 10/19/2018 4:36 PM EnergyGaugeS USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4,2 and Section R 1006 of the Florida Building Code, Residential, R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1 .3 Heat pump supplementary heat (Mandatory). Heat pumps having Supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (I), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3,3, R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (I WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can Cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403,5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible, R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R4015.1 .2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/19/2018 4:36 PM EnergyGaUge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.6.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'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($) 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 officacy.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). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY aAIRFLOW 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 cfrn/watt 90 FBathroom, utility room 90 2.8 cfrn/watt Any For SI: I ofm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 10119/2018 4:36 PM EnergyGauge& USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturers product lines, The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7,1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.71. R403,7,1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized, R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8*C). R403.1 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 Z 21.56, Pool heaters fired by natural or LP gas shall not have continuously burning pilot fights. 10119/2018 4:36 PM EnergyGauge(D 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. R403.111 Portable spas (MandatorYlhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-1 4. 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, 10/19/2018 4:36 PM EnergyGauge(D USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 10/19/2018 4:35:47 PM EnergyGaugeO - USRCSB v6.0 Page I of 1 Manual S Compliance Report Job: LotlWensingtonReserv.. wrightsoft, Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODlSCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AlR.GOM Project Information For: RYAN HOMES 3726 HANWORTH LOOP, SANFORD, FL 32773 Cooling Equipment Desiqn Conditions Outdoor design DB: 92.5°F Sensible gain: 34569 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5295 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 39864 Btuh Indoor R H: 50% Estimated airflow: 1483 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Actual airflow: 1483 cfm Sensible capacity: 38929 Btuh Latent capacity: 6317 Btuh Total capacity: 45247 Btuh Model: GSZ160481B+ASPT47C14A 113% of load 119% of load 1140% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 31402 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Output capacity: 45140 Btuh 144% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1483 cfm Output capacity: 9.9 kW 107% of load Temp. rise: 50 IF Meets all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 IF wrightsoft, 2018-Oct-19 16i26:48 A;- Right -SuitoO Universal 2018 18,0.27 RaJ23828 Page 1 lzbk ... ideD'G"L"N"W\'L"o"t"1"3—',", Ke'n-ingtotiReserveSeasideD GLNW. cup Calc - MJ8 I louse faces: W Component Constructions Job: Lotl3KensingtonReserv... wrightsoft- Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3726 HANWORTH LOOP, SANFORD, FL 32773 Location: Orlando/Jetport, FL, US Elevation: 105 It Latitude: 281N Outdoor: Heating Dry bulb (OF) 42 Daily range (IF) - Wet bulb (OF) Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M Method 76 Construction quality 7.5 Fireplaces Heating 70 28 30 0.8 Simplified Average 0 Cooling 75 18 50 45.8 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain ft BluhV-'F Its IF/fth Bluh/W Btu h MOM' Btuh Walls 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n i nt fnsh e s W all 16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n gypsum board int fnsh e s W all Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.25 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I e ft overhang (5.3 ft window ht, 1,25 ft sep); 6.67 ft head ht S all 2A-2om: 2 glazing, clr low-o outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 15.67 ft overhang (5.3 ft window ht, 017 ft sep.); 6.67 ft head ht 491 0.201 4.1 5,57 2731 5.29 2597 337 0.201 4.1 5.57 1877 5.29 1785 672 0,201 4.1 5,57 3740 5.29 3557 132 0,201 4.1 5,57 735 5.29 699 1631 0.201 4A 5.57 9083 5.29 8638 36 0.049 19.0 1,36 49 3.64 131 18 0.049 19.0 1.36 25 3,64 67 36 0.049 19.0 1,36 49 3.64 131 18 0.049 19.0 1.36 25 3.64 67 109 0.049 IM 1.36 147 3.64 396 196 0.097 11.0 2.69 526 1.75 343 203 0.091 13.0 2.52 511 1.45 294 4 0.340 0 9.42 37 12.4 49 33 0.350 0 9.69 317 1 M 342 65 0.350 0 9.69 634 29.0 1893 33 0,350 0 9.69 317 10,8 352 131 0.350 0 9.69 1267 19,8 2587 33 0.350 0 9.69 317 10.5 342 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 64 0.620 0 17,2 1099 16.9 1083 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 411- wrightsoft 2018-Oct-19 16:26:48 Right-SuiteO Universal 2018 M0.27 RSU23828 Page I L - MJ8 House faces: WidD, \L,otl3Ket)singtonReserveSeasideDGI.,NW.rup Cale 2A-2om: 2 glazing, clr low-e outr, air gas, mtI no brk frm mat, clr innr, w 8 0.320 0 8.86 71 10.8 87 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 14 ft overhang (8 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 27 0.350 0 9.69 265 13.4 365 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7 ft overhang (6.3 ft window ht, M ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2540 0.026 38.0 0.72 1829 1.41 3590 gypsum board int frish Floors 22A-tpl: Bg floor, light dry soil, on grade depth 206 0.989 0 27.4 5643 0 0 wrilghtsoft, 2018-Oct-19 16:26:48 Right-SuReg Universal 2018 18A27 RSU23828 Page 2ideDGl'\I-otl3Ket)singtonReserveSeasideDGLNW.rup Calc = MJ8 House faces: W Summary Job: Lnnoxunmnomonwuen' Project ^~ ~ ou' /nwuo o Entire House By: pup DEL -AIR HEATUNG& AIR CONDITIONING ou1noo/ouoWAY, a«mponu.pLx27r/Phone: ^m-3u3-e66aFax: *m*o»a85o weuwwwoeL-*n,cow For: RYAN HOMES 3728HANVVORTHLOOP, 8ANFORD, FL32773 Notes: RVSDLS.2- 26-18SRP L.S. 10' 19-18SHP Weather: Orlando/Jetport, FL U8Winter Design Conditions Summer Design Conditions Outside clb 42 IF Outside clb 83 IF ins|dadb 70 IF |nu|dedb 75 IF DeaignTD 28 IF Design TD 18 IF Daily range K4 Relative humidity 50 % Moisture difference 48 gr/lb Heating Summary Structure 25123 Btuh Ducts 6278 Btuh Central vent (Odm) U Btuh mng) Humidification O 8tuh Piping O 8iuh Equipment load 31402 8tuh Infiltration Method Construction quality Fireplaces Area (it! Air hanges/hour Simplified Average Heating Cool in 23701 23701 0. 32 U1S Heating Equipment Summary Make Trade GOOOMAN; JAN| TROL;AMANA0ST| Model GSZ160481B AHR/ ref 8381292 Efficiency Heating input Heating output Temperature o Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34"F 8L5HSPF 46500 Btuh @ 470F 28 OF 1483 cfm 0. 047 0. 30 in H2O Sensible Cooling Equipment Load Sizing Structure 23679 Btuh Ducts 10890 Btuh Central vent (Oofm) O 8tuh none) Blower O 8tuh Use manufacturer's data Rate/swing y 1.00 Latent Cooling Equipment Load Sizing Structure 2960 Btuh Ducts 2335 Btuh Central vent (0ofm) U Etuh Equipment latent load 5285 Btuh Equipment TotaLoad (Sen+ Lat) 33884 Biuh Req. total capacity a1O. 75GHR 3,8 ton Cooling Equipment Summary Make Goodman Trade QOODN1AN; JAN|TRDL; AK8ANAD|8T|... Cond GS Coil ASPT47C14A AHR|raf 8331292 Efficiency 12.5 EER, 15 SEER SensibleooUng 33375 Btuh Latent cooling 11125 B1uh Total cooling 44500 Btuh Actual air flow 1483 ufm Air flow factor 0, 043 cfm/Btuh Static pressure 0.30 n H2O Load sensible heat ratio 0.87 CaJculations approved by ACCA to meet all requirements of Manual J 8th Ed. nwm"m u"*mommm/ oernauc c m/n u,o, o,6.^v ragn` meoaLNwxLot 1mmn^/"nmonwy* waem/ uuoauvw*p oum~MJn House faces: W BLLqw- wrilghtsoft* Right -JCS Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.GOM Job: Lotl Wensington ReserveSe Date: 1/14/2016 By: FJF 1 Room name Entire House mstr on 2 Exposed wall 206,0 It 44.0 It 3 Room height 9.3 It 9.3 If heat/cool 4 Room dimensions 1.0 x 284.0 It 5 Room area 2540.3 1? 284.0 11:2 Ty Construction number U-value Rtuh/W F) Or H TM Btutvftz) Area (ft') or perimeter (ft) Load Btuh) Area (w) or perimeter (ft) Load Bt h) Heat Cool Grass N/P/S Heat cool Gross N/P/s Heat Cool 6 13A-2ocs Blk wall, s 2A-tom 2A-2orn 0.201 0.340 0.350 n n n 5.57 9.42 9.69 5.29 12.44 10.46 560 4 33 491 0 0 2731 37 317 2597 49 342 168 0 16 152 0 0 844 0 158 803 0 171 2A-2om 0.350 n 9.69 10.46 33 0 317 342 0 0 0 0 W11 16A-19ad 0.049 n 1.36 3.64 36 36 49 131 13 13 18 47 13A-2ocs Blk wail, s 2A-2om 2A-2omd O,201 0.350 0.620 a e a 5.57 9.69 17,17 5,29 28.96 16.92 466 65 64 337 0 64 1877 634 1099 1785 1893 1083 149 33 0 117 0 0 649 317 0 617 947 0 W 16A-19ad 13A-2ocs Blk wall, s 0.049 0.201 e s 1.36 5,57 3.64 5.29 18 704 18 6*72 25 3740 67 3557 10 93 10 93 14 519 38 494 W 2A-2om 16A-19ad 13A-2ocs Blk wall, s 0.350 0.049 0.201 s s w 9.69 1.36 5,57 10.78 3.64 5.29 33 36 191 26 36 132 317 49 735 352 131 699 0 13 0 0 13 0 0 18 0 0 47 0 2A-2orn 2A-2om 0.320 0.350 w W 8.86 9,69 10.83 1136 8 27 8 23 71 265 87 365 0 0 0 0 0 0 0 0 W 11DO 16A-19ad OMO U49 w w 10,80 1.36 12.03 3.64 24 18 24 18 259 25 289 67 0 10 0 10 0 14 0 38 P 12B-Osw 0.097 2.69 1,75 196 196 526 343 0 0 0 0 1 2C-Osw 0.091 2.52 1.45 224 203 511 294 0 0 0 0T-D 11D0 1613-38ad 0.390 OM6 n 10,80 0.72 12.03 1.41 21 2540 21 2540 230 1829 257 3590 0 284 0 284 0 205 0 401c F 22A-tpI 0.989 27.40 0,00 2540 206 5643 0 284 44 1205 0 6 c) AED excursion 0 4 Envelope loss/gain 21286 18317 3961 3598 12 a) Infiltration 3837 1212 864 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1 3000 600l Subtotal (lines 6 to 13) 25123 23679 4825 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25123 23679 4825 4701 15 Duck loads 25% 1 46%1 6279 10890 251% 46% 1 1206 2162 Total morn load 31402 34569 6031 6863 Air required (cfm) I 1483 1 483 285 294 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. snrrlglhtsa7PC* 2018-Oct-19 16:26:48 Right-SuiteO Universal 2018 18.0.27 I-ISU23828 Page 1 ideDGLNW\Lotl3KensingtoiiReserveSeasideD(3LNW.rup Calc-MJ8 House, faces: W 1,111- 9w wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FI_ 32771 Phone: 407333-2665 Fax: 407-333-3853 Web: WWW.DFL-AIR.GOM Job: Lotl Wen singto n ReserveSe Date: 1/14/2016 By: FJF I Room name dinette kitchen 2 Exposed wall 39.5 It 16.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 18,5 X 11.0 It 1.0 x 269.6 it 5 Room area 203.5 ft2 269.6 1? Ty Construction number LI-value BtutVft2-'F) Or HTM Btuwft') Area (ft2) or perimeter (it) Load Btuh) Area (w) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL113A-2ocs Blk wall, s 0.201 n 5.57 5,29 93 61 337 321 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 10.46 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 10.46 33 0 317 342 0 0 0 0 11 W 16A-19ad 0,049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 173 140 779 741 0 0 0 0 2A-2orn 0.350 a 9.69 28.96 33 0 317 947 0 0 0 0 2A-2omd 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 T-6 13A-2ocs Rik wall, s 0.201 s 5,57 5,29 103 103 571 543 154 154 857 815 2A-2om 0.350 s 9.69 10.78 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om OMO w 8.86 10.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W 16A-19ad 0,049 w 1.36 3.64 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 9-Z 2C-0sw111DO 0.091 Z52 1,45 0 0 0 0 0 0 0 0 0,390 n 10.80 M03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0Y2 1.41 204 204 147 288 270 270 194 381 F 22A-tr)l 0.989 27.40 0,00 204 40 1082 0 270 17 452 0 6 c) AED excursion 54 124 Envelope loss/gain 3550 3127 1503 1072 12 a) Infiltration 696 220 291 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 01 1 1200 Subtotal (lines 6 to 13) 4247 3577 1794 2364 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4247 3577 1794 2364 15 Duct loads 15% 461% 1061 1645 25% 461/. 448 1087 Total room load 5308 1_224 5222 2243 3451 Air required (cfm) 251 106 148 Calculations aEproved by ACCA to meet all reguirements of Manual J 8th Ed. I- _H_ wrlghCsofi 2018-Oct-19 16:26:48 Right-Suiteft Universal 2018 18,0.27 RSU23828 Page 2 ideDGLNW\Lotl3KensingtonReserveSeasideDGLNW.rup Cale MJ8 House faces: W d'" wrightsoft, Right-JO Worksheet Job: Lot 1WensingtonReserveSe.^. Entire House Date: 1/14/2016 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM 1 Room name rm 4 bth 1 2 Exposed wall 10.5 It 5.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 15.0 x 10.5 It 11.5 x 5.5 It 5 Room area 157.5 112 63.3 112 Ty Construction number U-value Btuhlft2-°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A'-2ocs Slk wall, s 0.201 n 5.57 5.29 0 0 0 0 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 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocsBlk wall, s 0,201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 5.57 5.29 98 82 454 432 51 51 286 272 2A-2om 0.350 s 9.69 10.78 16 13 158 176 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 w 5.57 5,29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 13.36 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 Q 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 126-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 T-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 158 158 113 223 63 63 46 89 F 22A-tpl 0.989 27.40 0.00 158 11 288 0 63 6 151 0 6 c) AED excursion 23 20 Envelope loss/gain 1014 808 482 342 12 a) Infiltration 185 58 97 31 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants t1a 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1199 867 579 372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1199 867 579 372 15 Duct loads 125% 46%1 300 399 251% 46% 145 171 Total room load 1499 1265 724 543 Air required (cfm) 71 54 1 34 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigiF isoft A ^•-••^^^ •^•••-•^^--• •••^ Right-SuiteC Universal 2018 18.0.27 RSU23828 2018-Oct-1916:26:48 Page 3 ideDGLNW1Lotl3KensingtonReserveSeasideDGLNW.nip Calc - MJ8 House faces: W rr wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI--AIR.COM Job: Lotl Wen si ngto n ReserveSe... Date: 1/14/2016 By: FJF I Room name rm 3 study 2 3 Exposed wall Room height 10.0 it 9.3 It heat/cool 31.5 it 9.3 It heat/cool 4 Room dimensions 15.0 X 10.0 If 1.0 x 182.3 it 5 Room area 150,0 it, 182.3 It' Ty Construction number U-value BtutVftl-'F) Or HTIVI 3tL it') Area (ft2) or perimeter (it) Load Bt h) Area (ft') or perimeter (ft) Load BtUh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs Blk wall, s 0.201 n 5,57 5.29 0 0 0 0 37 37 208 198 2A-2om 0.340 n 9,42 12.44 0 0 0 0 0 0 0 0V2A-2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16,92 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 s 557 5.29 93 77 428 407 112 112 623 593 2A-2om 0,350 s 9.69 10.78 16 13 158 176 0 0 0 0 W 16A-19ad O.049 s 1,36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 w 5.57 5,29 0 0 0 0 145 117 653 621 2A-2om 2A-2om 0.320 0.350 w w 8.86 9.69 10.83 13.36 0 0 0 0 0 0 0 0 0 27 0 23 0 265 0 365 11DO OMO w 10.80 12,03 0 0 0 0 0 0 0 0 W 16A-19ad 0,049 w 1.36 3.64 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 2G-Osw M91 2.52 1,45 0 0 0 0 0 0 0 0T-D 11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 150 150 108 212 182 182 131 258 F 22A-tpl 0.989 27,40 0.00 150 10 274 0 182 32 863 0 6 c) AED excursion 21 533 Envelope loss/gain 969 775 2743 2567 12 a) Infiltration 176 56 555 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1145 830 3299 2742 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11413 830 3299 2742 15, Duct loads 25% 461% 286 382 251% 46% 824 1261 Total room load 1431 1212 4123 4003 Air required (cfm) 68 52 195 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44- wrtghtsofC^ 2018-Oct-19 16:26:48 Right-SuiteOf Universal 2018 18.0.27 RSU23828 Page 4 ideDGLNW\Lotl3KensinglonR(-set'veSelsideDGLNW.rup Galc-MJ8 House faces: W 9- wrightsoft' Rig ht-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lotl WensingtonReserveSe Date: 1/14/2016 By; FJF 1 Room name mstr bth mstr we 2 3 ExposM wall Room height MO it 9.3 ft heat/cool 0 it 9.3 it heat/cool 4 5 Room dimensions Room area 1.0 x 139,0 It 139.0 1? 5.5 x 4.O it 22.0 it' Ty Construction number U-value BttjlVftl-'F) Or HTM Btu[Vft2) Area (ftz) or perimeter (ft) Lead Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Co.[ Gross N/P/S Heat Coot Gross N/P/S Heat Gool 6 Vh13A-2ocs Blk wall, s 2A-20M 2A-2orn 0.201 0.340 0.350 n n n 5.57 9.42 9,69 5.29 12.44 10.46 103 0 0 103 0 0 571 0 0 543 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 2A-2orn 16A-19ad 0.350 0,049 n n 9.69 1,36 10.46 3,64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tj13A-2ocs Blk wall, s 2A-2orn 2A-2omd 0,201 0.350 0.620 e e a 5.57 9.69 I7,17 5.29 28.96 16,92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 13,A-2ocs Blk wall, s 0,049 0,201 a s 1.36 5.57 3,64 529 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t__6 W 2A-2om 16A-19ad 13A-2ocs Blk wall, s 0.350 0,049 0.201 s s w 9,69 1,36 5.57 10.78 3.64 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.320 0,350 w w 8.86 9,69 10.83 13,36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 0.390 w 10.80 12,03 0 0 0 0 0 0 0 0 W P 16A-19ad 12B-Osw 0,049 0.097 w 1,36 2.69 3.64 1,75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 20-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 1613-38ad 0.390 0.026 n 10,80 0.72 12.03 1.41 0 139 0 139 0 100 0 196 0 22 0 22 0 16 0 31C F 22A-tol 0.989 27.40 0.00 139 11 301 0 22 0 0 0 6 c) AED excursion 40 2 Envelope loss/gain 973 700 161 30 12 a) Infiltration 194 61 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 1167 761 16 30 Less external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1167 761 16 30 151 Duct loads 1 25% 46% 292 350 25% 46/.L----- 41 141 Total room load I 1458 11111 1 201 431Airrequired (cfm) 1 1 69 48 1 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-00-19 16:26A8 K Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 5 ideDGL,NW\Lotl3KeiisingtoiiReserveSeasideDGI-NW,rup Calo-MJ8 House faces: W 94- wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CPNDITIONING 531 COD ISGO WAY, SAN FOR D, FL 32771 ,one: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEI,-AIR.COM Job: Lotl Wensington ReserveSe Date: 1/14/2016 By: FJF 1 Room name mstr wic rm 2 2 Exposed wall 7.0 It 10.0 ft 3 Room height 9.3 ft heaticool 9,3 It heaUcool 4 Room dimensions I.() x 118.() It 1.0 x 177.0 ft 5 Room area 118.0 ft2 177.0 it' Ty Construction U-value Or HTIVI Area (ft2) Load Area (fe) Load number BtulVft--F) B I Ul-1/ft2) or perimeter (ft) Btuh) or perimeter (ft) Bh h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A-2ocs Blk wall, s 0.201 n 5.57 5.29 65 61 342 325 93 77 428 407 2A-2om 0.340 n 9.42 12.44 4 0 37 49 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 16 0 158 171 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 W 16A-19ad 0,049 n 1.36 3.64 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 a 5,57 5.29 0 0 0 0 0 0 0 D 2A-2om 0.350 0 9.69 28.96 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16,92 0 0 0 0 0 0 0 0 W I6A-19ad 0.049 o 1.36 164 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 s 5.57 5.29 0 0 0 0 0 0 0 01--.G 2A-2om 0.350 s 9.69 10.78 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 s 1.36 164 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0,201 w 5.57 5,29 0 0 0 0 0 0 0 0 2A-2om 0.320 w 8.86 10.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9,69 13.36 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 12,03 0 0 0 0 0 0 0 0 W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 D 0 0 0 p 12B-Osw 0.097 2.69 1.75 0 0 0 0 196 196 526 M I" 12C-Osw 0,091 2.52 1.45 0 0 0 0 0 0 0 0 I 1DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 160-38ad 0M6 0.72 1.41 its 118 85 167 177 177 127 250 F 22A-tDI 0,989 27.40 0.00 118 7 192 0 177 10 274 0 6 c) AED excursion 29 61 Envelope loss/gain 655 512 1515 1110 12 a) Infiltration 123 39 176 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 779 550 16911 1166 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 779 550 1691 1166 15 Duct loads 1 25%1 46% 1 195 253 25% 461% 423 136 Total room load I 1 1 9731 3041 2114 1702 Air required (cfm) 46 34 100 73 Calculations approved by ACCA to meet all requirements of Manual J 5th Ed. Right-SuiteO Universal 2018 18.0,27 RSLJ23828 2018-Oct-19 16:26:48 deDGLNW\I_ot13KensingtonRe serveSeasideDGLNW.njp Calc - MJ8 House faces: W Page 6 IF wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CqNDITIONING 531 CODISCO WAY, SANFORD, I'L 32771 hone: 407-333-2665 Fax: 407,333-3853 Web: WWW.DEL-AIR.COM Job: LoMlKensingtonReserveSe Date: 1/14/2016 By: FJF 1 2 3 Room name Exposed wall Room height bth 2 0 It 9.3 it heat/cool laundry 0 It 9.3 it heat/cool 4 5 Room dimensions Room area 5.5 x 9.0 it 49.5 ft2 6,0 x RO ft 54,0 ft' Ty Construction number U-value Btuh/ft2-'F) Or FITM Btuh/ft') Area (fta) or perimeter (ft) Load Bt h) Area (ft2) or perimeter (ft) Load 13ft1h) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 Vh13A-2ocs Bilk wall, s 2A-2om 2A-2orn 0.201 0.340 0.350 n n n 5.57 9.42 9,69 5.29 12.44 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W VL213A-2ocs 2A-2onn 16A-19ad Blk wall, s 2A-2om 2A-2omd 0.350 0,049 0.201 0,350 OMO n n e a e 9.69 1.36 5.57 9.69 17.17 10.46 3.64 5.29 28.96 16,92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-19ad 13A-2ocs Blk wall, s 0.049 0.201 a s 1L36 5.57 3.64 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2orn 16A-19ad 13A-2ocs Blk wall, s 0.350 O.049 0.201 s s w 9.69 1.36 5.57 10.78 3.64 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 2A-2om 2A-2onn 0.320 0.350 w w 8.86 9.69 10.83 13.36 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 11DO 16A-19ad 12B-Osw 0.390 0.049 0.097 w w 10.80 1.36 2.69 12.03 3.64 1,75 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 2c-0 w 0.091 2.52 1,45 0 0 0 0 0 0 0 0 11D0 1613-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 50 0 50 0 36 0 70 0 54 0 54 0 39 0 76C F 22A-tpl OM9 27.40 0.00 50 0 0 0 54 0 0 0 6 c) AED excursion 3 34 Envelope loss/gain 36 66 39 43 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 01 600 Subtotal (lines 6 to 13) 1 36 66 391 W Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 36 66 39 643 15 Duct loads 251% 46% 9 31 25% 46% 10 296 Total room load 45 97, 49 938 Air required (Gfm) 2 4 2. 40. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suit oO Universal 2018 18.0.27 RSU23828 2018-Oct-19 16:26:48 Page 7 ideD(3LNW\Lotl3KensingtonRes(.,rveSeasideDGI-NW,rtip Calc-MJ8 Mouse faces: W 9- wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LotlWensingtonResetveSe... Date: 1 /14/2016 By: FJF 1 Room name great rm foyer 2 3 Exposed wall Room height 15.5 If 9.3 It heat/cool 5.0 it 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 494.9 If 494.9 112 1.0 x 175.8 If 175.8 ft2 Ty Construction number U-value Btuh/ft2-°F) Or HTM Btu it') Area (w) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A-2ocs BIk wall, s 2A-2om 2A-2om 0.201 0.340 0.350 n n n 5.57 9.42 9.69 5.29 12.44 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W11 2A-2om 16A-19ad 0,350 0.049 n n 9.69 1.36 10.46 3.64 0 23 0 23 0 31 0 84 0 0 0 0 0 0 0 0 13A-2ocs,Blk wall, s 2A-2om 2A-2omd 0,201 0.350 0.620 e e e 5.57 9.69 17.17 5.29 28.96 16.92 145 0 64 81 0 64 449 0 1099 427 0 1083 0 0 0 0 0 0 0 0 0 0 0 0 W V}! 16A-19ad 13A-2ocs BIk wall, s 0.049 0.201 e s 1.36 5.57 3.64 5.29 8 0 8 0 11 0 29 0 0 0 0 0 0 0 0 0 L___O W 2A-2om 16A-19ad 13A-2ocs BIk wall, s 0.350 0.049 0.201 s s w 9.69 1.36 5.57 10.78 3.64 5.29 0 23 0 0 23 0 0 31 0 0 84 0 0 0 47 0 0 15 0 0 82 0 0 78 2A-2om 2A-2om 0.320 0.350 w w 8.86 9.69 10.83 13.36 0 0 0 0 0 0 0 0 8 0 8 0 71 0 87 0 W P 11 DO IBA-19ad 12B-Osw 0,390 0.049 0,097 w w 10.80 1.36 2.69 12.03 3.64 1.75 0 8 0 0 8 0 0 11 0 0 29 0 24 0 0 24 0 0 259 0 0 289 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 224 203 511 294 I-D 11DO 16B-38ad 0.390 0.026 n 10.80 0.72 12,03 1.41 0 495 0 495 0 356 0 699 21 176 21 176 230 127 257 248C F 22A-tpi 0,989 27.40 0.00 495 16 425 0 176 5 137 0 6 c) AED excursion 192 73 Envelope loss/gain 2413 2243 1416 1325 12 a) Infiltration 390 123 88 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 2804 3656 1505 1353 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2804 3656 1505 1353 151 Duct loads 1 251% 461% 701 1681 25% 46%1 3761 622 Total room load 3504 5338 1881 1976 Air required (cfm) 165 229 89 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright oft 2018-Oct-1916:26:48 w^• ^• ^^ ••^•- Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 8 ideDGLNW\t_otl3KensingtonReserveSeasideDGLNW.rup Cale = MJ8 House faces: W g Duct System Summary Job: LotlWensingtonReserv.. wrightsoftm Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project Information For: RYAN HOMES 3726 HANWORTH LOOP, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1483 cfm Cooling 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0.120 in H20 0.202 in/1 00ft 1483 cfm 119 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk bth 1 h 724 34 23 0,202 4.0 Ox 0 VlFx 34.0 85.0 st3 bth 2 c 97 2 4 0.311 4.0 Ox 0 VlFx 7A 70.0 dinette h 5308 251 224 0.205 9.0 Ox 0 VlFx 32.3 85.0 SO foyer h 1881 89 85 0.207 6.0 Ox 0 VlFx 30.9 85.0 st3 great rm c 2669 83 114 0.230 7.0 Ox 0 VlFx 19.4 85.0 SO great rm-A c 2669 83 114 0.295 7.0 Ox 0 VlFx 11.2 70.0 kitchen c 3451 106 148 0.220 7.0 Ox 0 VlFx 24.0 85.0 stl laundry c 938 2 40 0.308 4.0 Ox 0 VlFx 7.9 70.0 mstr bth h 1458 69 48 0.237 5.0 Ox 0 VlFx 16.3 85.0 st2 mstr rm c 3432 142 147 0.210 7.0 Ox 0 VlFx 29.4 85.0 st2 mstr rm-A c 3432 142 147 0.213 7.0 Ox 0 VlFx 27.5 85.0 st2 mstr we c 43 1 2 0.232 4.0 Ox 0 VlFx 18.4 85.0 st2 mstr wic h 973 46 34 0.219 4.0 Ox 0 VlFx 24.8 85.0 st2 rm 2 h 2114 100 73 0.280 6.0 Ox 0 VlFx 15,7 70,0 rm 3 h 1431 68 52 0.218 6.0 Ox 0 VlFx 25.2 85.0 st3 rm 4 h 1499 71 54 0.271 6.0 Ox 0 VlFx 18.5 70.0 study h 4123 195 172 0,204 8.0 Ox 0 VlFx 32.9 85.0 st3 I Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 439 487 0.205 620 12.0 0 X 0 VinlFlx st2 Peak AVF 401 378 0.210 510 12.0 0 x 0 VinlFlx st3 Peak AVF 1 385 1 332 1 0.202 1 491 1 12.0 1 0 x 0 VinlFlx rr wrightsoft- Right-Surte0f Universal 2018 18.0.27 RSU23828 ideDGL'NW\Lotl3Kensii)gtonReserveSeasidoDGLNW.rkip Calo-MJ8 House faces: W 2018-Oct-19 16:26:49 Page 1 I Return Branch Detail Table Name Grille Size (in) Htg cfm) CIg cf M) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl OX0 1483 1483 0 0 0 0 Ox 0 VlFx Right-Sutto(n) Universal 2018 18.0.27 RSU23828 ACCK ...ideDGLNW\Lotl3KensingtonResei-veSeasideDGLNW,rup Calc - MJ8 House faces: W 2018-00-19 16:26:49 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lott 3KensingtonReserveSeasideDGLNW Builder Name: RYAN HOMES Street: 3726 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 Pxf,,nd behind plp4ng aad 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. I Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilinos. I a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 10/19/2018 4:36 PM EnergyGaUgeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Must have Q minimum clearance of 4 inches around the air handier per the State Energy code. Ali duct has an r=6 insulation value, 0 U) 6 V) z ED F-- ID L.LJ 0 1 C) F--i LLJ 0 1 \Y/ Rating z 0 U) CO w > z CjD < D -1 0 ::) < Cr- M CL -i (f) Q 0 CO F-- I DESCRIPTION AS FURNISHED: Lot 13, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. BRISSON AVENUE 15' R/W PER ORB. 7961 PG. 555) S 00019'09 " E 75. 00' ro I' NON -VEHICULAR ESMT '" — — — - 61 15' WALL & LANDSCAPE ESMT. 1 2 20.01 20.01 ' 12.34' 12.65' 16.0' 18.3' o LANAI Qo Ok to construct single family ho15.7' with setbacks and impervious al LOT 13 shown on plan. 0, 3 9 W"14 z W PROPOSED MODEL I SEASIDE - D o 3 CAR GARAGE LEFT V Q LOT 12 00 o Q LOT 14z Op •r A/C 8.46' l.__I 5.0, o " h 12.5a' 18.7' `! 10.7' ' 15.7' 12.49' ENTRY o DRIVE 13.7' ° 12.48' 8.3' " WALK 2 00, 25.00' 10' UTIL. ESMT. 215.06^ P.C. 5' CONC. WALK h S 00019'09" E 75.00' CURB HANWORTH LOOP 50' PRIVATE R/W) PLOT .PLAN ONLY NOT A SURVEY PROPOSED FINSHED SPOT GRADE ELEVAT70NS PLOT PLAN AREA CALCULATIONS B I ING BA KS: AS FURNISHED PER DRAINAGE PLANS IMPERVIOUS COVERAGE - 4,337t SQUARE FEET OR 48.2X FRONT = 25 PROPOSED DRAINAGE FLOW LOT CONTAINS 9,000t SQUARE FEET REAR - 20' LOT GRADING TYPE A WALK ON•27t SQUARE FEET SIDE 5' FOR 40' LOTS WALK OFF=375t SIDE qorPROPOSED SQUARE FEET - 7.5' FOR 60' LOTS FINISH FLOOR PER PLANS - 27.1 pRIVE ONa824t SQUARE FEET SIDE = 10' FOR 75' LOTS DRIVE OFF(APRON)•w 142t SQUARE FEET SIDE STREET = 25' C`RU,'.,WWjVER-SCOTT & ASSOCIt INC - LA1V17 SURVEYORS LEGEND - LEGEND - P . PLAT PAL. • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436FF[ELD IP. • IRON RIPE IR. • IRON ROD TYP. • TYPICAL PR.C. • POINT OF REVERSE CURVATURE P.C.O. + POINT qP COMPOUND CURVATURE NOTES: I. THE VNOERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORlOA BOARD OFC.H. + CONCRETE MONUMENT SET I.R. I/2' I.R. •/1lLB 4396 REC.9. MR. • RADIALNON -RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 11,1-17 FLORIDA ADMINISTRATNE CODE PURSUANT TO SECTION f72.027, FLORIDA STATUES2. UNLESS EMBOSSED WITH SURVEYOR'S AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD, POINTRECOF P,OC. •POINT OF BEGINNING VP vP, • V[TNESS POINT CALL. * CALCULATED LESIONATURE J. THIS SURVEY WAS PREPARED FROM TITLE INFORMARON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OREASEMENTSTHATAFFECTTHISPROPERTY, pA.C. • POINT OF COMMENCEMENT PRx • PERMANENT REFERENCE MONUMENT CENTERLINE FF. • FINISHED FLOOR ELEVATION 4, NO UNDERGROUND IMPROVEMENTS WAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N& D a NAIL t DISK BSL. • SETBACK LINE S, THIS SURVEY IS PREPARED FOR THE SOLE OENFRr OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY R/V RIGHT -OF -VAT ESMT. EASEMENT DRAIN. DRAINAGE DRex. • BBUILDING ENCHMARKB. B. w BASE BEARING DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, 7 BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) UTIL. UTILITY I8. ELEMONS. IF SHOWN. ARE B4St0 ON NATIONAL GEOOLTIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLFC, CHAIN LINK FENCE WUFC. + WOOD FENCE 9. CERTIFICATE OF AVR70RIZATION No. 096. C/ B • CONCRETE BLOCK P. C. POINT OF CURVATURE S:A,.E H-- 120 ^-1 DRAWN BY.• P.T. + POINT OF TANGENCY DESC. * DESCRIPTION CERTIFIED BY. • W.T£ ORDER No. R • RADIUS L • ARC LENGTH D • DCL TA PLOT FLAN 10-22-2018 7023- 16 C = CHORD C.D. • CHORD BEAR117G NORTH THIS BUILDING/ PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" TOM X. GRUSENMEYER, R.L.S. , 4714 ZONE X• MAP / 12117CO09OF (09-28-07) JAMES W. SCOTT, R,L.S { 4801 dvaretag-- Pfuw.btnX Inc., sigm C I wqtsjo6r , - 14 pLu rjL, gv v Tr Fm C OIIY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit #— 4 4 29 Project Location Adclress: 2-, (= Z 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 - R12 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 T6118MullionsPlyGem1500 Wind Breaker Dual Action Other June 2014 Category! Subcategory Manufacturer Product Florida Approval # Description includin decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane T Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla mentS InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofin Fasteners Nonstructural Metal Roofing Wood Shakes and Shin Ies Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives l Coating Liquid Applied Roofin_q Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Cuff Ridge Vent 19567 - R1 Other Tune 2014 Category Subcategory 5. Shutters Accordion Bahama Manufacturer Product Description Florida Approval include decimal) Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lu6i-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 Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 ii:, , 6 " I,* do I I mll 19 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-101# FX: 772-409-1015 uta.u.,al TrLISS.CQ INGN Ao" 6hl N E ESlz BUILDER: RYAN HOMES PROJECT KENSINGTON RESERVE COUNTY: SEMINOLE 1: =11101 111111 11 11MATal-Im 000,13mmomrsism- MASTER#: WRCSS1 DT Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3 RA-1 ROOF These truss designs rely on lumber values established by others, 0 TRUSSES A FLORIDA CORPORATION RE: Job WRCSSlDT A-1 Roof Trusses JOB #74002 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Narne: Lot/Block: Model: SEASIDE v1 "D" Address: LOT #13 Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes,51 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that larn the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,section 5 of the Florida Board of Professional Engineers [Rules, No. Seal # Truss Name Date A0003683 A01GT 4/26/18 2 A0003684 AUT 4/26118 3— A0003685 .__A03T 4/26/18 4 A0003686 A04T 4/26/18 S A0003687 A05T 4/26118 6 A0003688 A06T 4/26/18 7 A0003689 A07 4/26/18 8__ A0003690 A08 4/26/18 9 A0003691 A08T 4/26/18 10 A0003692 A09 4/26/18 11 A0003693 A10 4/26/18 Q A0003694 All 4/26/18 The truss drawings) refereneecl have been pmparect I Truss Design Engineer's Name: Anth My license renewal date for the state of Florida is F No. Seal # Truss Name Date 13 A0003695 Al2B 4/26/18 14 A0003696 A14B 4/26/18 15 A0003697 A15B 4/26/18 16 A0003698 A16C 4/26/18 17 A0003699 A17C 4,/26/18 18-- A0003700 A18C 4/26/18 19 A0003701 A19C 4/26/18 20 A0003702 A20DG 4/26/18 21 A0003703 c01D 4/26/18 22 A0003704 CO2D 4126118 23 — A0003705 G03D_ 4/26,/18 24 A0003706 Cil 4126/18 y MiTek Industries, Inc, under my direct supervision base ony Tombo III abruary 28,2019. No. Seal # Truss Name Date 25 A0003707 CAA 4/26/18 26 A0003708 --ci1p 4/26/18 27 A0003709 J 2 4/26/18 28 A0003710 CJ3 4/26/18 29 A0003711 CJ3A 4/26118 30 A0003712 CJ3P 4/26/18 31 A0003713 CJ3T 4/26/18 32 A0003714 CJ5 4/26/18 33 A0003715 CJ5A 4/26/18 34 A0003716 C,15P 4/26/18 35 A0003717 CJ5T 4/26/18 36 A0003718 D03G 4/26/18 rd on the parameters provided by A-1 Roof Trusses. NOTE:The seal on these drawings indicate acceptance of professional I engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the" building designer, per ANSUTPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the Structuralconstructiondocuments (also referred to at times as Engineering Documents') provided by the Building Designer indicating the nature and character of the work, vp '.00 The design criteria therein have been transferred to Anthony Tornbo III PE by (All Roof Trusses or specific location], These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals, As a Truss Design Engineer (i.e., Specialty ego, Engineer), the seat here and on the TDD represents in acceptance of professional Anthony T, Tornbo III engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all D, III, P.E. related notes. 38 BC A2 21 GO GO 00 00 4C 12 87 DF Page 1 of 2 Lumberdesign values are inaccordance with ANS|r[P|1-2OO7section 83 A4 ROOF These truss designs rely onlumber values established byothers, 46#== xFLORIDA CORPORATION RE: Job WRCSS1 DT No, Seal # Truss Narne - Datel t_ Page 2 of 2 Job ITruss Truss Type Oty Ply RYAN HOMES I SEASADF v1 A00036831 WRCSSMI A01Gr I ip (*de+ Job Reference (optional) Al Roof Trusses, I on Piurre, FL 34946, desq.@)a I russ corn Run 8.120 s Nov i 2 2017 Print it 120 s Nov 12 2011 Mitt ek industries, Inc Thu Apr 26 16' 09 00 20111 Page 1 IE) P42r;XRd Kj21qP?afFS_ 28yAdrr-IKPI /hAXOBrilrf(ilCktit4vOttY4TXfCO5LI, fllqlf,MPCX 0,,02-9-8 7-0-0 13-2-8 15_8_021-1 4 26-6-8 1 31- 11-12 1 37-5-0 43-0-0 50-0-0 5 11 _0r0 11--0-0 2-9-8 4 2-8 6-2-8 2-5-8 i 5-5-4 5-5-4 5-5-4 5-5-4 5-7-0 7_0_0 1-0-0 Dead Load Oefl, 1/4 in 5XI0 500 12 5X8 5 0 4x12 t 5x6 31K6 x•1= 3X6 x4 34 4 35 36 5 19 fj 4 9 41 114,Iy 1 43 1344 t2 'f46 47 13 VV2, to VV3 f#,f Yfi W7 3r1, A, R3 vV7 W-1 1 yo WS 7 1 1 2 VV 51, - u I Ft 7 J 14 vy 26 48 4 21 7xI0 24 23 filfi2?l 53 20 54 5556 57 1 9 58 1859 17 60C), 62 1 4 67 3A 3x4 6x6 3x6 3x8 3XI0 3x6 iI 5XIO 2x4 ll 4x6 3X6 7x10 MI'2011S U6 2 9_8 7-00 13-2-8 15 _8_0 21-1-4 26-6-8 z 31- 1 1 1232 0-0 V-5-0 43-0-0 50-0-0 2- 9-8 4-2-8 6-2-8 2-5-8' 5-5-4 5-5-4 5-5-4 0 4 5-5-0 5-7-0 7-0-0 Plate Offsets (X,Y)-- [3i0-2-4,Edgel, [3:0-0-4,0-2-91, [4:0-3-3,Fdge1, [5:0-2-12.0-2-81, [7i0-3-0,Fdqe1, 1110-5-12,0-2-81, [21:03-8,0-1,81, [25:0-6-8,0-3-81, 26, 0-2-12,0-4-41 LOADING ( pst) SPACING- 2-0-0 l- CI_L 20,0 Plate Grip UOL 1.25 TCDL i(Yo Lumber DOL 1,25 BCI__ L 0,0 Rep Stress Incr NO BCDt_ 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30 T2, 2x6 SP No 2,13: 2x4 SP NO,2 BOI CHORD 2x4 S13 No.2 *Except* B2: 2x4 SP NO,3 BT 2x6 SP 240OF 2,0E WEBS 2x4 SP No.3 'Except* W2, W6,W8: 2x4 SP No, 2 OTHERS 2x4 SP M 30 LBR SCAB 1 4 2x4 SP M 30 one Side BRACING - TOP CHORD SITUCtUrol wood sheathing directly applied or 3-11- 15 oc purlins, BO F CHORD Rigid ceiling directly applied or 2-1 1-7 oc bracing, WEBS 1 Row at inicipt 5- 26, 6-21, 11-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All hearings 0-8-0. 1h) - Max Hor/ 2- - 54(LC 9) Max Uplift All uplift 100 In or less at joint(s) except 2=-252(1_C 8), 23=-2428(I__C 5), 197- 184 l(-C 4), 14--282(l-C 9) Max Grav All reactions 250 In or less at joint( s) except 2=751 (-C 1), 23= 4172(1-G 19), 19=3084(1_C 20), 14= 1 150(LC 1) FORCES. ( Ib) Max, Comp./Max. Ten - All forces 250 (lb) or less except when shown. FOP CHORD 2- 37-400/187, 3 34--, 18421651, 4- 34n--1772/662, 4-35=-1730/647, 35- 36--1731/647, 5- 37----1192/2471, 6-37-1192/2471, 6. 38-0/1142, 7-38--0/1 148, 7-8-0/1 148, 8- 39z-93179T 39-40n-93/797, DEFL- in (too) lidelf Ud PLATES TC 0,97 Vert(H-) 0,27 3-26 693 360 1 MT20 BC 0,87 Vert(CT) 0,49 3-26 380 180 MJ 20HS WB O95 Hor/,(CF) 021 23 n/a n1a Matnx-MS Wincl((_L) 0,27 3-26 685 240 Wei(ht: 276 In TOP CHORD 2-3=- 400/187, 3-34=-1842/651, 4-34=- 1772/662. 4-35-- 17301647, 35-36=- 1731/647, 5-36--1732/647, 5-37- 1192/2471, 6-37--1192/2471, 6 38=011 142, 7-38=0/1 148, 7-8-0/ 1148, 8-39=-931797, 39-40-93/ 797, 9-40=-93V797, 9-41-,-93/ 797, 41-42--93/797, 10-42=-93/ 797, 10-11=-931797, 11 43= 1214/116,43- 44=1214/116. 44-45=-1214/116, 12- 45-12141116, 12-46--1214/116, 46- 47-1214/116, 13-47=-12141116, 13-14=- 2232/488 BOT CHORD 3-26=-535/ 1688, 26- 48=-2317/1217, 48-49-2318/1217, 25- 49-2318/1217, 5-25=-1268/646, 24- 50=-366/184, 23-50- 366/184, 23- 51-3253/1490, 22-51 = 3253/1490, 22- 52-3253/1490, 2152=-3253/1490, 21-53=- 1080/0, 53-54=-1080/0, 20- 54--1080/0, 20-55=-1377/803, 55- 56-1377/803, 56-57- -1377/803, 19- 57-----1377/803, 19 58=-1377/803, 18- 58= 1377/803, 18 59--1377/803, 59- 60-,--1377/803, 17 60-_1377/803, 17- 61=360/2028, 61 62=-36012028. 16-62- - 360/2028, 14-16=-36011996 WEBS 4- 26=-185/568, 5- 26-1826/4213, 23-25, 3184/1441, 6- 25=-- 330/1043, 6 -23=-2491/1539, 6- 21 = -210412725, 8-21----972/499, 8- 20=-31 11721, 9-20-655/404, 11- 20=1666/1425, 11-19=-275011643, 13-16=- 23/713, 1 1-17=-919/2936, 12-17- 708/432, 13 17- -928/446 NOTES- 1) Attached 8-9- 7 scab I to 4, front face( 2x4 SP M 30 with I row( s) of 10d (0 13 1 "xY) nails spaced 9" o,c,except : starting at 4-1-0 fFOIT) end at joint 1, nail 1 row(s) at 7" o.c for 2-8-7: starting at 2-11 6 from end at joint 1, nail 2 row(s) at Yo c for n eta rtinrr at (i_ A_n frnrn .-i ar w,mt 1 nail 1 GRIP 2441190 1871143 FT - 10% 3) Wind: ASCE 7-10 ' Vkilt=150rnph (3-second grist) Vasd= 1 16rnph; I CDI_n5.opsf ' BCDL=5,0psf; h,-11511 ' Cat, It; Exp C ' Enct, GCpi--0, 18, MWFR8 (envelope); cantilever left and right exposed ; and vertical left exposed, Lumber DOL-1.60 plate grip DOL= 1 .60 4) Provide adequate drainage to prevent water pondin% 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10,0 Fist bottom chord live load nonconcurront with any other live loads. 7) , This truss has been designed for a live load of 20.Opst on the bottom chord in all areas whore a rectangle 3-6-0 fall 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 252 lb uplift at joint 2. 2428 lb uplift at joint 2:3, 1841 lb uplift of joint 19 and 282 In uplift at joint 14. 41, 4 H Pl- 0",$, - 4 'i I q t W F.I I --e 1 1 I 1 x 0, :'q, s, q 20 1, A i k, 4 1ikmh,nl i Ill Pi. i,p A"I", ;f 3 P! 0 t""d tt, n' iii I' i Jot) Truss Tt Liss Type WRGISS I D I A01 G, T Girder At Root lojsws, L oo Pio,co t 1, 34946, des,qo(§a utuss c o Qty Ply RYAN HOMI-S I SE ASIDF I A0003683i job Reference (optional) Ron 3 120 s Nov i2 2017 Print- 3 120s Nov 12 2011 MiF,-,k Iodwsrnes. Inc 'Thu Apr 26 16 09 00 2018 flago 2 IF) 1142LIXIM Kj2lqP?afFS_2gyA(irr-IKP1 /liAXO[3rili,fdl('.kBt4vOnY4]-xfCo.i(j (TLqIfzMpCx NOTES- 9) Hanger(s) or other connection device(s) shall be provided Skifl`1001rt to SUPPOct concentrated load(s) 54 In down and 141 In Lip at 7-0-0, 60 In down and 141 In Lip at 9-0-12. 60 In down and 141 lb tip at 11 -0- 12, 60 lb down and 141 Ib Lip at 13 0-12, 123 Ib down and 125 Ib Lip at 15-0-12, 119 lb down kind 124 lb LIP at 17-0-12, 119 In down and 124 Ib tit) at 19-0-12, 119 In (]own and 124 Ib up at 21-0-12, 119 In (]own and 124 In tip at 23-0-12, 119 In down and 124 lb Lip at 25-0-0, 119 In down and 124 In tip at 26-11-4, 119 lb down and 124 lb Lip at 28-1 1-4, 119 Ib down and 124 In kip at 30-11-4, 123 lb down and 125 In tip at 32-11-4, 123 lb down and 125 111 Lip at 34-11-4, 123 Ib down and 125 In Lip at 36-11-4, 123 lb down and 125 If) tip at 38-11-4, and 123 In down and 125 In tip at 40-11-4, and 219 In down and 222 In kip at 43-0-0 on top chord, and 896 In down and 426 In tip at 7-0-0, 345 In (town and 154 lb tip at 9-0-12, 345 lb down and 154 lb up at 11-0-12, 345 In down and 154 In up at 13 4 -4, 88 In down at 15-0-12, 91 lb down and 97 In tip at 17-0-12, 91 lb down and 97 In up at 19-0-12, 91 In down and 97 In tip at 21-0-12, 91 Ih down and 97 lb tip at 23-0-12, 91 In down and 97 In kip at 25-0-0, 91 lb (town and 97 lb up at 26-11-4, 91 lb down and 97 In up at 28-11-4, 91 In down and 97 In op at :30-11 4, 88 In down at 32-11 4, 88 In (town at 34-11-4, 88 lb down at 36- 11 4, 88 lb down at 38 -11-4, and 88 In town at 40-11 4, and 413 In clown and 94 Ih tip at 42-11-4 on bottom chord. The design/selection of such connection devico(s) is the responsibility of others, 10) in the 1, OAO CASE(S) section, loads applied to the face of the truss are noted as front (F) or hack B)- LOAD CASE(S) Standard 1) Dead k Roof Live (balanced): Lumber lncreasrt l 25, Plate Increase--1.25 Unirorm Loads (pit) Ver-ti 1-3=-60, 3-4=--60, 4-13-60, 13-15 -60, 27 -28 -20, 3- 25 z -20, 24 -3 1 =-20 Concentrated Loads (III) Vert 4-65(:3) 7--119(B) 13=-172(B) 5,65(B) 26= 896(B) 25-345(B) 21 =-74(B) 8=-I 19(B) 16=-413(B) 10-1 19(B) 35=65(B) 36=65(B) V123(B) 38=-I 19(B) 39=-1 19(B) 40=-I 19(B) 41 ==- 1 43=-123(B) 44--123(11) 45=- 123(B) 46-- 123(R) 47-,---,123(B) 48=-345(B) 49- 345(B) 50=-71(l) 51-74(B) 52=-74(B) 53= 74(B) 54=-74(B) 55 -,74(B) 56=-74(B) 57=- 74(13) 58= 7 1 (B) 59-71 (B) 60=-71 (B) 61- 71 (B) 62-7 1 (B) o 1. "" j e 14 vq oi vA, 1, 14m, "I'q e th" 1'w"'M ",'j L ""hl! P i zt Job jouss Truss Type Oty Ply 'RYAN HOW,', i SEASIDE vl A00036841 WRG5,S I D T jA02T Hip 1 1 i Job Reference (optional) At Roof rmssos, Fort Pierce, I 1- 34946, desqrr(a al Vuss 00,11 Puri 8 120 s Nov 12 2017 Pi -I 8 120 s Nov 12 2017 MiTek Indus(n s, Im Pro Apr 26 If, 09 01 2018 PaQe I ID:P42uXRd Kj2lgP';)fFS_,28yAdir-iiWyPLOB99Vv9ToCVrnRj6c6ZORl-p,Oi9F6(,WOIiS/-M[)(,W 1,0,029-8 9-0-0 13-2 8 z 15-8-0` 2) 10-0 32-0-0 41-0-0 1 50-0-0 51-0,0 f-o-0 2-)-8 6-2-8 4-2-8 2-5-8 8-2-0 8-2-0 9-0-0 9-0-0 i-o-b x4 H Dead Load Doti- 1/4 in oo 12 3x4 11 3x10 3X6 3X8 5x6 '! 4 5 6 12 7 8 10 VV 'j V 1 83 4 f 137 2 2 4 L16 21 22 2x4 19 18 77 16 15 14 13 4x6 3x4 ii 3X6 5x12 6.6 3X6 3x4 I 3X10 3x6 ,i 3x6 4x6 2-9-8 9-0-0 13-2-8 15-8-0, 23-10-0 32-0-0 2-9-8 6-2-8 4-2-8 2-5-8' 8-20 8-2-0 Plate Offsets (X,Y) - [3'0-1-15,E:dgel,t3:0-4-9,0-1-61,[4:0-5-4,F(19eI LOADING (psf) SPACING- 2-0 0 CS1. ICU- 20,0 Plate Grip DOL 1.25 T C 0,71 I-GDL 10.0 Lumber DOL 1.25 BC 0,88 BCLL 0,0 Rep Stress Incr NO WB 0 69 BCDT- 10,0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 ROT CHORD 2x4 SP No,2 132,134: 2x4 SP No3 WFBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc, purfins. BOT CHORD Rigid coiling directly applied or 4-3-7 oc bracing. WEBS 1 Row at niript 16, MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in aGCOrdanco with Stabilizer Installation guide. REACTIONS. All hearings & 8 -0, lb) - Max Harz 2- 68(t-C 16) Max Uplift All uplift 100 lb or less at joint(s) 2 except 18=-932(1-C 9), 8), 11 =-I 80(LO 13) Max Grav All reactions 250 lb or less at joint(s) 2 except 18=2050(LC 23), 15= 1 295(t, C 24), 11 =691 (LC 24) NOTES- 3X6 41-0-0 50-0-0 9-0-0 9-0-0 DEFL, in (10c) Well L/d PLATES GRIP Vert(UL) 0,30 13-28 730 240 MI-20 2441190 Vert(CT) 0,41 13-28 524 180 I-Jor,,(CT) 0.12 18 n /,I n/a Weight: 240 lb FI = 10% 1) Unbalanced root live loads have been considered for this design, 2) Wind ASCL 7- 10; Vult=150mph (3 second gust) Vasd= 1 16mph, TCDU- 5,Opsf, 13CDL--5 Opsf W161`t, Cat, If: Exp C; Loci_ GCpi--,O, 18, MWFRS (envelope) and C-C Exterior(2) zone, cantilever loft and right exposed no vortical left exposod;C-G for members and forces & MWFRS for reactions shown, Lumber DOL, 1 60 plate grip DOL= 1,60 3) Provide adequate dratoage to prevent water Tionding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads, 5) * This Irriss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other nrembers, 6) Provide finechanical connection (by others) of truss to hearing [)far(, capable of withstanding 100 III uplift at joint(s) 2 except (itn1b) 18=932, 15=854, 11-180 LOAD CASE(S) Standard 1) Dead f Roof Live (balanced): Lumber ncre,aso = 1 .25, Plato lncroaso= 1,25 FORCES, (lb) Uniform Loads (plf) Max. Comp./Max. Teri. - All forces 250 (lb) or less Vert, 1-3=-60, 3-4=-60, 4- 10=-60, 10-12, 60, except when shown. 22-23-20, 3-20=-20, 19-26-20 TOP CHORD 3-4=-3491639, 4-5=-916/1694, 5-6=-92411704, 6-7--23/769, 7-8-23/769, 8-9=-23/769, 9-10=-744/518, 10-11--884/457 ROT CHORD 3-21 =-5171530, 20-21 =-505,(529, 17- 18,-1754/1136, 16-17=-175411136, 15- 16--3481369, 14-15=-3481369, 13- 14=-348/369, 11-13=-2421752 WEBS 4- 21 =01284, 4-20--1413/826, 18-20- 1840/1166,6-18--1144/891, 6-16--- 142911534, 7-16,---479/436, i""", IAW, M N Air`, ,N K, b. kt `4 11i,V V r I mz;4W, I., trh>ry p-, 4 "A 'A, 1,,r N 41., rb3 i, f&-, Ir", W i M rm 9 f Xii-1,1i 1,10 q 1p } C0 1, 1 1,, t..q W', 1, 0 o 4, V "t l'of 1A 'i ,,W .1 1 t I I 1 11, 1. (V r 11T .4 11, t1 NTO li ey, . ..... W p,kw 1 4 !r t', W, 1 -1 01441r, ry111 1 11 -1 "i'v" 1"': "1 v 1" nr- 0'j 4 0"i" rr!rt,i ki, b0l u, I kwlr"f Job Truss Tic," Type A03T P Al (tool loisses, Fort FIL, 34946, deli,(Jo(q)a I tioss com 1 0-02-9-8 7-1-5 11.0-0 13-2-8 15-8-0, 23-4-12 f 0-b 2-9,8 4-9-13 3-4-10 '2-2-81 2-5-8 7-8-12 SX10 QtY Ply RYAN HOW S ' SFASA(IF Y7 I Job Reference, (optional) Run 3 120 s Nov 12 2017 r1nnt 8 1 M s Nov 12 2017 MiTek Indusines, Inc I hu Apr 26 16 09 02 2018 Page : I 11) P42uMd, K121gP?afFS28yAdrr-FjWnYMBtiwp105yriliK9F-,[,9K68ztCri/50OI IFxqXzMpCV 31-1 8 39-0-0 43-1-15 50-00 51-010 7 8 12 7-10-8 4-1-15 (3-10-1 f-o-lo # Dead Load Deli. - 3/8,n 5X8 5 00. 1 3x4 11 2X4 11 3x6 3x8 5X6 5 6 7 2x4 12 8 0113 11 4 2x4 W1 W14V16 't is W7 W6 if 3 13 W1q V 4W 22, 1 36 37 13 23 24 21 20 19 18 17 16 1s 4x6 3x4 502 3X6 1 XIO 2x4 3X6 3X8 4x6 3x6 3X6 3x4 6x6 29-8 t 1 1 -()- 0 2-815-8-0, 23-4-12 31 1 8 39-00 50-0-0 2-98 8-2-8 2-2-8 2-5-8 7 8-12 8-12 7-10-8 11-0-0 Plate Offsets (X,Y)-- [3 0-1-15,Edgej, [3:0-4-9,0-1 6], [5,0-5- 12,0-2 81,111 0-3 0,0-2-4j LOADING (pst) SPACING- 2-0-0 CS), DEFL, in (loc) I/d0fI Lid PLATES GRIP VCI_I_ 200 Plate Grip DO[- 125 rG 0.91 Vert([ 1,) 0,29 15-30 999 360 MT20 244/190 f cDL 10 0 Lumber DOL 1.25 BC 0,65 Vert(CT) 0,65 15-30 636 180 BC[- I_ 00 Rep Stress ln(,r YES WB 0 97 Hou(C]) 0,06 13 IV,] n/a BCD[-, 10,0 Code FBC2017/1-PI20114 Matrix MS Wind(H.) 0,19 15-30 999 240 Weight: 260 Ih 1-1- = 10%, LUMBER - I OP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except' WEBS 132,134: 2x4 SP No.3 4- 23, -372/389, 5 3-- 127142 1, B7,136: 2x4 SP M 30 5 22- - 1117/572, 20 -22--1821/1174, W B 8 2x4 SP No,,f 7-20=-1881/1136 7 18=-1417/2543 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid coiling directly applied or 4-4-2 oc bracing. W I--- WS 1 Row at Inirlpt 7-18, 10-18, 10-15 MiTok recommends that Stabilizers eand requirod cross br,',icinq be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 2 157/0-8 0 (min. 0-'1-8) 20 277210-3-8 (unin, 0-3-4) 13 119210-8-0 (min.0-1-8) Max Horz 2 8 1 (LC 16) Max Uplift 2 72(f,C 8) 20 651(i.-C 9) 13 309(l-C 9) Max Grav 2 167(L-C 23) 20 2772(C 1) 13 1279(LC 24) FORCES. (lb) Max, Comp,/Max. Ten. All forco-, 250 (lb) or less except when shown, TOP CHORD 3-4,' 290/831, 4-5=-507/1135, 5-6-726/1615,6-7=-733/1621, 7 8-9651471, 8-9--965/471, 9- 10= 965/471, 10-11 -- 1915/1 145. 111-12', 211811184, 1213---2488/1427 BOF CHORD 3- 23-- 706/ 451, 22-23,-10071782, 19- 20= - 1718/ 11 11, 18 - 19-- 17 18/1111, 1718-78511973, 16- 17z-785/1973, 15-16=-785/1973, 13 15=-117712260 8-18-459/420, 10- M,' 1345/769, 10-17--0/273, 11 15-152(482, 12-15---428/452 NOTES- 1) Unbalanced root live loans have hoon considered for this design. 2) Wind: ASCI-, 7 101 Volt, I 50rnph (3-second gust) Vasd= I 16n ipi r, I'CDI.-5.0psf; BCDL---5,0psf, 1) --- 16ft Co,it, 11'Fxp C, Encl.,, GCpr:0 18, WFRS(onvelope) and C-C Extenor(2) /rino, cantilever left and right exposed end vertical loftoxposortC G for members and forces & MWFIR,13 for roact ions shown; I Lumber 001", 1,60 plate quit) 001- 1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a MO psf bottom chord live, load noi icol irront with any other live loads, 5) 1 This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3,6 0 tall by 2-0-0 wrlo will fit between the bottom chord and any other merribefs, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 2 except (jt---Ib) 20 =651, 13 -309. LOAD CASE(S) Standard 1. 1 '4 z 4 f 1, m I d "1 14 'A r, i _4 "I, W 1- '1 V . . . . . .,sv 8 i 5 1 vd, Wl M 0 N tbYN""" 0"' 111" -lw 4 1 k"i lio . . . P. ZE Job 'Truss Truss Type Qty Ply RYAN I (OMES I SLASIDFO A0003686; 1:WkCSSII)l !A04t H,p 1 I Job Reference optional) At Roof Trusses, rorl Pierce, 14, 3,1946, des,()n((_ba I trust, com Run 8.120 s Nov 12 2011 Pont 8.120 s Nov 12 2017 Milck InduMnos, Inc. Th. Apr 26 16 09 03 2018 Page I ID P42uXRd. Kj2lgP?afFS,28yAdIT-jv49liCQti69ii6MtL]SlallXeLQIiX7,,,aOXay?UM_ 7,MpCU I-010?-9-8 7-2-9 7 13 0-0 15-84), 22-7-4 298-12 37-0-0 43,8-11 50-0-0 511 -(vo 1-0-0 2-9-8 4-5-1 5-9-7 2-8-0 6-11-4 1 7 1-8 7-3-4 t 6-8-11 6-3-5 r-0jo 2x4 I Dead Load Defl. = V8 in 5X8 3x4 3x10 3x6 5x8 5,00i 12 5 6 1-2 7 8 9 T3 10 It 3X6 4 6hwi *3I W41, 7 W7 , V, kPIt Wlui 6 6 3 U3 6 W15 M I* 12, J31 2k6 B7 k, ... 68 z 25 3x4 26 2 p 1 ,o 18 17 15 143x6241916 4x6 3x4 5X12 3X6 4x6 U10 3x63x6 2x4 4x6 3x6 3x8 M-t 20HS, 3x4 :1 2 9-8 i 7 10,12 13-2 8 15-80' 22-7-4 29 8-12 37-()-0 43-8-11 50-0-0 2-9-8 5-1-4 5-3-12 2-5-8 6-11-4 7-1-8 7-3-4 6-8-11 6-3-5 Plate Offsets (X,Y)-- (3:0-1-15,Ed9o], [3.0-4-9,0-1-61, (10J0-5-12,0-2-81, 210-0-0,0-1431 LOADING (psf) SPACING- 2-0-0 DEFL- in (loci) T`defl L/d PLATES GRIP VCLL 20,0 Plate Grip DOL 1,25 1 C 0,80 Vorl(t,L) -014 15 999 360 MT20 244/ 1 g() TCDL 10,0 LumberDOL 1,25 BC 031 Vert(CT) -0.29 14-15 999 180 MT20HS 1871143 BOLL 00 Rep Stress Incr YES WB O86 Horz(CT) 0,06 12 n/a n/a BCDL 10, 0 Code FBC2017/TP12014 Matrix MS Wind(LA-) 0.14 15 999 240 Weight: 273 In I T =- 10% LUMBER - TOP CHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 'Except' B2,13( 05: 2x4 S13 No.3 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid coiling directly applied or 5-2-0 or; bracing, Except: 3- 3- 0 oc bracing: 6-20 WEBS I Row at MOP( 7-17, 10-17, 7-22 MrTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/ size) 2 182/ 0-8-0 (rnin.0-1-8) 20 2744/ 0-3-8 (min. 0-3-4) 12 1203/ 0-8-0 (inin. 0-1 8) Max Fiorz 2 1; i) Max Uplift 2 = 70( LC 8) 20 = 616( LG 9) 12 317( LC, 13) Max Grav 2 = 196( LC 23) 20 2744( t-C 1) 12 = 1295( LC 24) BOTCHORD 3 25 -482/ 403, 23-25- - 114 2/894, 22-23,----9791903, 20-21----25710, 19-20-- 308/ 17, 18-19=-308/17, 17-18-136/ 751, 16-17--679/1739, 15-16=-679/ 1739, 14-15-1241/2427, 12-14--,-1241/ 2427,20-22--2562/1619, 6 22-3421279 WEBS 4-25=-- 375/ 433, 5-25 z 621/Kil, 18-22=94/ 912, 7-17=-725/1268, 9-17=468/ 414, 10-17=-2811166, 10-15= 147/ 485, 11-15=-754/607, 11-14=0/ 268, 5-22=-1050/704, 7-22 -- -231911407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult-150mph (3-second gust) Vasd-- 1 16rnph, TCDL=5.0psf; BCt)l----5, Opsf h=16ft; Cat, 11; F-xp G Encl_ GCpr--0.18: MWFRS (envelope)and C-C Exterior(2) zone, cantilever loft and right exposed end vertical left exposed C-C for mernbers and forces & MWFRS for reactions shown: Lumber DOI_= 1,60 plate quip DOL L60 3) Provide adequate drainage, to prevent water pondrnq. 4) All plates are MT20 plates unless otherwise Indicated, 5) This truss has been designed for a 10,0 psf bottom (,hard live load nonconcurrent with any other live, loads, FORCES, (lb) 6) 1 tits truss has been designed for a tive load Max, Comp /Max. Ten. - All forces 250 (lb) or less of 20,Opsf on the bottom chord in all areas where except when shown. a rectangle 3-6-0 [all by 2-0-0 wide will fit between TOP CHORD the bottom chord and any other inernbers, 3-4=-253/ 587, 4-5=-68/579, 7) PloVid(, Mechanical connection (by others) of 5-6=-830/ 1681, 6-7--810/1664, truss to bearing plate capable of withstanding 100 7-8=-16371950, 8-9-z-1637/950, 12=317 9-10- 1637/ 950, 10-11 1956/1084, 11-12--2668/ 1477 BOT CHORD LOAD CASE(S) 3-25=482/ 403, 23-25=- 11421894, Standard 22-23=-979/ 903, 20-21=-25710, j", AK I jl;, ",I, C 4 z.3;XV i'll "'I I'V f-111's )_v I' -, qvt 1, t"k., 1 't "1" 11 -t 1*4 " 1!,",I Is I 111 n';,, It A n W 11111 1,04*11 1 1. W A' 14 1, I 'T "'i, "r, 0 "o- wl- I, t A 4t 11,I it, 10"'r " I a. 14x. Pei 4 1 Job Truss, Truss Type Oty :Ply RYAN I i0Mf S / S[ ASIM v1 A0003G8/: WRCSSID1 A05 I;Hip i1 pb pete[ ence (optional) Al Roof T'Usws, Fort 11,erne_ Ft 34946, desiqo((altruss coal Run 8 120 s Nov 12 2017 Print 8 120 z Nov 12 2017 M11 ok lodmtries, k1c I hu Apr 26 16 09 04 2018 Page I ID 1142uXR(l Kj2lqp`?afFS 28yAdfr-B,)eXz2D23Ql IkKGw4RziGpFlE3Wrt)i)Ct)l(,[ipck2kiozMPCT T 4 -4 13-28 15-0-0 21 8-0 284 0 35-0-0 42, 7-5 50-0-0 Ir 11 0 0 1-0-02 9-8 4-6-12 5-10-4 1 - 9-d 6-8 0 68-0 680 7-7-5 1-4-11 1'-()- 0 oW 123x4 • Sxl 7 5x6 Dead (_clad DO] = 114 in 25 22 21 ZU az JJ 19 34 an 11111 162x4I 4x6 3x4 5x 12 3x8 2X4 4x6 3x4 6X8 if) 2 4 1!"029811111132811 01 11 0-0 35-0-0 5 2-9 d 5-10-4 98 9-?-12 10-0-0 7 7 5 7 1 11 0-2-1 Plate Offsets (X,Y)-- [3:0-1-15, [3:0 -4-9.0-1-61, 7:0 4-0,0 2 - 21, 11 1 0-3-0,0 -2 41 LOADING (psf) SPACING- 2-0 0 csl. DEFL, in (loc) Weft Ud PLATES GRIP TOLL 200 Plate, Grip DOT- 1.25 1 C 082 Vert(L-) 0,26 17-19 999 160 M T20 244/190 VCDL 100 Lumber DO[, 1.25 BC 0,98 Vert(CT) 0,49 17 19 850 180 BCL1, 00 Rep Stress Incr YES WB 0 86 llorz(CT) 0,05 14 n /,a n/,a 13COL 10 0 Code 1-13C2017iTP12014 Matrix MS Wind(1,1) 0,15 16 it 999 240 Weight 268 lh F T -- 10'/,, LUMBER - TOP CHORD 2x4 SP No-2 130r CHORD 2x4 SP No.2 'Except' B0 I CHORD B2,B4: 2x4 SP No,3 3 24--592/466, 23-24= 590/465, WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc: bracing. WEBS I Row at midpl, 8-21,13-17 MiTek recommends that Stabilwors and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide-, REACTIONS. Ihisize) 2 = 157/0-8-0 (min.0-1-8) 21 = 2729/0-3-8 (rnln, 0-3-4) 14 = 123310-8-0 (-nin, 0-1-9) Max T-lou 2 108(1 c 16) Max Uplift 2 67(-C 8) 21 = 583(t-G 9) 14 = 339(LC 13) Max Grav 2 174(UC 23) 21 = 2729(t-C 1) 14 = 1327(t-C 24) FORCES, (lb) Max. Comp/Max. Ten, - All forces 2.50 (lb) or less except when Shown. TOP CHORD 3 -4 = -315/703, 4 S =-663/ 1326, 5 -6--65 21140 1, 6 - 7 - -53811364, 7 -8=-46511193, 8 9 -- 10831599, 9 10-- 10831599, 10 -11 -- - 1624/1039, 11-12--175411032, 12-13--185111006, 13-14=-2679/1494 BOT CHORD 3-24= -592/466. 23-24 -590/465, 6-23-226095, 20 21---93/627. 20-32=93i627.32 33-93/627, 19-33 = 93/627, 19-34, 4 15/ 1399, 34 35--- 415/1399, 18-35 - -415/1399, 17,18=-415/1399, 16-17--124012431, 14 16--12,40/2431 WE IS 4 - 24 -, 0125 7, 4 23 =696/513, 21- 21- 1267/1092, 7- 23- -254/76, 1- 21 -- -546/329, 8 21=- 1944/1169, 8- 19---177/1071, 10-19-816/594, 10- 17, 225/448, 11-17--171318, 13 17=8791715, 13-16--'0/303 NOTES- 1) Unbalanced roof live loads, have, been considered for this design. 2) Wind A,13CF 7-1 OVult- I 50friph (3-second qtj,,t) Vasa- 1 16aiph; Opsf, BCDT,=5, 0psf; h= I bft; Cat. If: I-xp C; EncV, GCpi ---0 18, MWFPS (envelope) and C -C Fxterjor(2) , one, cantilever left and right exposed end vertical left oxposed,C C for members and forces & MWFRS for reactions sTiown, 1-umber DO[, -1, 60 plate grip DOL, - 1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 M-1-20 unless otherwise indicated. 5) 1 his truss, has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has heen designed fora live load of 20, 0psf on the bottom chord in all areas whorc, o rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDt, -= 10 Opsf. 7) Provide mechanical connection (by others) of k uss to hearing plate capahlr, of withstanding 100 lb uplift at joints) 2 except (jt=lh) 21--583, 14 -339 6-23=- 226/295, 20 -21--93/627, LOAD CASE(S) 20-32=- 93/627,32-33=-93/627, Standard z"j( q-qpl"'N[114 iX"''P"A1i"1,hkx1h' 'I', 7 i'-'! I P i Job Trt iss Type iQty Ply RYAN HOMES I SEASIDE v1 i A0003688 WRCSS I DT A06 F ilipi Job Reference (optional) Al Roof Trusses, Fort fl,erco, FIL 34946, desiqo@a I mass corn Run, 8 120 s Nov 12 2017 Prot, 8 120 s Nov 12 2017 IVICT ek Industries, Inc I hu Apr 26 16 09 05 2018 Fade I ID P42uXRd_Kj21gP'?afFS_,28yAdrr-f[CwAOFgDkPbyQVG'?I-in2nykdt591-Kskq1GLIbQszmpcs 1 -0,0 8-5-115 1 15-4-0 17-0-0 24-10-4 33-0-0 1 41-6-1 i 50-0-0 51-010 1'-0-01 8-5-15 6-10-1 1-8 6 7-10-4 8-1-12 8-6-1 8-5-15 1 J_0!0 5.00112 2x4 I 5X8 !' 2x4 it 5x8 20 19 18 11 28 17 16 29 15 14 13 4x6 2x4 it 8-5-15 15-4-0 8-5-15 6-10-1 Plate Offsets (X,Y)-- 8:0-5-12,0-2-81 LOADING (pst) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 13CLL 0.0 Rep Stress Incr YES RCDL 10,0 Code FBC2017/TP12014 LUMBER - FOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid coiling directly applied or 4-10-1 1 oc bracing. WEBS I Row at midpt 6-19, 6-17, 8-17, 10-15 MiTok recommends that Stabilizers and 1: required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 227/0-8-0 (rnin,0-1-8) 19 = 2643/0-3-8 (min. 0-3-2) 11 = 124910-8-0 (min,0-1-8) Max Horz 2 - 122(LC 17) Max Uplift 2 = 120(LC 12) 19 567(LC 9) 11 = 332(LC 13) Max Grav 2 = 31 9(LC 23) 19 = 2643(LC 1) 11 = 1275(LC 24) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (1h) or less except when shown. TOP CHORD 2-3=-135/602, 3-4=-53l/1038, 4-5=-516/1180, 5 -6=-383/1126, 6-7= 808/661, 7-8=-808/661, 8-9=-1409/956, 9-10=-1518/926, 10-11 =-2477/1466 BOTCHORD 2-20=-520/262, 19-20z--5201262, 18-19=-595/633, 18-27=-595/633, 27-28.-z-595/633, 17-28-595/633, 16-17--459/1311, 16-29=-459/1311 1, 15-29=-459/1311, 14-15=-1197/2236, 13- 14=-1197/2236, 11-113=-1197/2236 11 -1 Dead Load Deft, = 3/16 in 6x8 4X10 2x4 4X6 24-10- 4 330-0 41-6-1 50-0-0 9-6-4 8-1-12 8-6-1 8-5-15 CS1, DEFL. in ( loc) 1/dell L/d PLATES GRIP TC 1.00 Vert(LL) -Q22 17-19 999 360 M 120 244/190 BC 0A1 Vert( CT) -0.41 17-19 999 180 WB 0.97 Horz(C-F) 0.06 11 n1a n/i Matrix MS Wind( LI-) 0.21 13-26 999 240 Weight: 261 lb FT - 10% WEBS 3-20= 01321, 3-19=-859/687, 5- 1 9= - 240/316, 6-19- 1902/1055, 6-17=-10211/ 1774,7-17=-557/490, 8-17=-706/ 431, 8-15=-219/604, 10-15=-1014/ 804. 10-13=0/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vult=150ruph (3-second gust) Vasd= 1 16mph, TCDL'5.0psf: BCDL=5.Opsf; ti= 16ft ' Cat, 11, Exp C ' Encl.,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) All plates are, 3x6 M F20 unless otherwise indicated. 5) This truss has been designed fora 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 fall by 2-0-0 wide will fit between the hottorn chord and any other members, with BCDL -- 10.Opsf, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 120, 19=567, 11 =332, LOAD CASE(S) Standard h % 1 i" X""H" `W 4 1'0; 0,- 1 N'! ' I'll 1, 4 ',Iql "o "A A, ',1 1 1 i h+, A, 0- Oa .44 ...... ' n'pi p il. N Y4"" cthN" 1 p'! "1010, 0 f." I"-1 W f"! 1:,"- lmh', I low, '14 O'd wA"( th, -M! F.f Aot!- 1 ko'to W, P Zt I Job Truss Truss Type Oty Ply !RYAN I iOME-,S / SC ASIDL v1 VVIRCSSID1 A07 Hip A0003689: I 1 !Job Reference. (optional) i At Roof rrusses, FortPtcrce, F-L 34946, design(c)altruss corn Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi Fek Industnes Inc I hu Art, 26 16 09 06 2018 flwje I lDP42uXRd_._Kj21gP?afFS 28yA(irr-7UtiiJOkE[IY'37)41 Z l[IJAGrRUVF3,-Y--GwD8zJZM[)'CR 1 -0,0 1 6-6-6 1 12-9-11 1 19-0-0 25-0-0 i 31-0-0 t I 37-2-5 43-5-10 i 50-0-0 51 Oro 1 0!0 6-6-6 6-3-4 6-2-5 60-0 6-0-0 6-2-5 6-3-4 6-6-6 1'-0-0 500112 5x6 6 Ji 4x6 > 3xC, 5 T2 2'X4 3x6 5x6 8 B1 20 19 27 18 28 17 4x6 10 2x4 X\ 11 133 131 16 29 15 14 Dead Load Defl, 5/8,n 4X8 3X8 M 1201-I'S 3x8 4x6 3x8 3X6 4x8 3x6 = 3x8 M F20HS 9-7-1 19-0-0 1 31-0-0 40-4 15 50-0-0 9-7 1 9-4-15 12-0-0 9-4-15 9-7-1 Plate Offsets (X, Y) [2:0-0-0,0-0-41, f4:0-3-0,E(Ige], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-3-0,Edge], [12:Edge.0-0-4] LOADING (psf) SPACING- 2-0-0 CSL QEFI. in (loc.) Weill L/cl PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 LC 0A2 Vert(LL-) -0.73 16-18 824 360 MT20 244/190 TCDL 10.0 Lumber OOL- 1.25 BC 0,94 Vort(C-F) -1,36 16-13 442 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES i WB 0,61 1 -forz(C F) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.43 16-18 999 240 Weight: 262 lb FT = 101% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No,3 3-20=-408/458, 5-20--248/564, BRACING- 5-18=-776/676, 6-18=-504/968, TOP CHORD 7-18=-433/221, 7-16=-4331221, Structural wood sheathing directly applied. 8-16-504/968, 9-16- 776/676, BOT CHORD 9-14=-248/564, 11-14=-408/458 Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS NOTES - I Row at foicIpt 1) Unbalanced coot live loads have been 5-18, 7 -18. 7-16, 9-16 considered for this design. Mi-rok recommends that Stabilizers and 2) Wind: ASCE 7- 10: Vult=- I 50rnph (3-second required cross bracing he installed during truss gust) Vas&- I 116rnph; TCDL-5.0psf; erection, in accordance with Stabilizer BCDL--5,0p,-,( hnl(ift; Cat. 11 F-xp C Encl., Installation guide. GCpr=0. I 8 MWFRS (envelo' e) and C Cp REACTIONS. (lb/size) 2 2060/0-8-0 (min. 0-2-7) 12 206008-0 (min. 0-2-7) Max Harz 2 = 135(LC 12) Max Uplift 2 459(LC 12) 12 = 459(LC 13) Max Grav 2 = 2060(LC 1) 12 2060(LC 1) Fxterior(2) zone; cantilever left and right exposed end Vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber 001-= 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 nonconcurreist with any other live loads. 6) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where, FORCES. (1b) a rectangle 3-6-0 tall by 2-0-0 wide will fit between Max. Comp./Max. Fen. - Ali forces 250 (lb) or less the bottom chord and any other members, with except when shown. BCDL = 10,Opsf. TOP CHORD 7) Provide mechanical connection (by other-,) of 2-3=-4541/2797, 3-4=-423712600, truss to bearing plate capable of withstanding 100 4-5=-4154/2612, 5-6-3311/21129, In uplift at join((-,) except (jt=lb) 2 =459, 12-459' 6-7-2999/2043, 7-8= 2999/2043, 8-9=-3311/2129, 9-10=-4154/2612, 10- 11 =- -423712600, 11-12=-4541/2796 LOAD CASES) BOFCHORD Standard 2- 20=-2440/4154, 19-20=-1969/3573, 19- 27=-1969/3573, 18-27=-1969/3573, 18- 28z--1595/3144, 17-287--1595/3144, 16- 17=-1595/3144, 16-29---1971/3573, 15- 29=-1971/3573, 14 15=-197113573, 12- 14=-2448/4154 WEBS 3- 20=-408/458, 5-20=-248/564, 5- 18=-776/676, 6-18=-504/968, wet " to wm"I' 111i- P- to t "w" d" 4)A iO p. jhl .' ?Ht A i k'0 ... Job Truss 'Truss Type A08 IHfp A I Roof I russos, r o,I Pierce , f- L 34946, des,qat4a I truss Com I -0r0 7-5-3 13-10-11 21-0-0 it 0-0 7-5-3 65-8 7-1-5 5 00, 12, 6X6 III Qty....... Ply [RYAN I 10ML S i-SEAS1011 0 A0003690 Job Reference (optional) Ruin 8 120 s Nov 12201111 it 8.120 s No, 12 2017 Ms I ek industries, Inc I hu Apr 26 16 09 0 12018 Page 1 ID P42L1XRd K121 gfY?afFS _28yA(irr-bgKgb4Fw[L,glBkfe7ipWsNp?Zusjosv7VaziVlzMpGo 29-0-0 36-1-5 42-6-13 50-0-0 51 -0-0 80-0 7-1-5 6-5-8 i 7-5-3 1'-0,0 T3 Dead Load 001 = 112 in I ( 16 24 2h 15 20 1413 11( z 4x6 3.8 3x6 3x6 4it8 4xg 3x6 4x6 4 X6 10-2-3 21-0-0 29-0-0 39-9-13 50-00 10-2-3 10-9-13 8-0-0 10- 9- 13 10-2.3 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-3-0,0-2-41, [6:0-5-4Ldqej, [9 0 0-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (10c) l/doll L Id PLATES GRIP TCI-L 20,0 Plate Grip DOL 1,25 TC 0 86 Vort(LL) -0 50 15-17 >999 360 M V20 244/190 TCDL 10,0 Lumber DOL 1 .25 BC 0,86 Verl(CT) -1 00 15-17 >603 130 BCLL 0,0 Rep Stress Ines YES WB 0,54 Horz(CT) 0,23 9 nha n/a RCDI- 10,0 Code FFIC2017fTP12014 Matrix MS Wind([,[-) 038 13-15 >999 240 Weight: 258 In FT - 10% LUMBER - TOP CHORD 2x4 SP M 30 NOTES- BOTCHORD 2x4 SP M 30 1) Unbalanced roof live leads have beenWEBS2x4SPNo.3 considered for this design. BRACING- considered 2) Wind: ASCF 7-10 Vup-150rnph (3-second TOP CHORD dust) Vasd -I 16mph: TCDL=5,OpslStructuralwoodsheathingditectlyapphod. BCDL-5.0psifl li-16ft, Cat. 11, Exp C: Encl., BOI CHORD GGpi-0, 18 MWFRS (envelope) and C-C Rigid ceiling directly applied or 4-6-12_ oc bracing Fxterior(2)'zono ' cantilever left and right exposed WEBS end vertical tell oxposed C-C for me , members andIRowatawiptforces & MWFRS for reactions shown, Lumber 4-15, 6-15, 7 13 DOL=1 60 plate grip DOL= 1 .60 Mi Tek recommends that Stabilizers and 3) Provide odoquate, drainage to prevent water required cress bracing be installed during truss ponding, erection, in accordance with Stabilizer 4) This truss has been designed fora 10.0 psf Installation guide. bottom chord live load nonconcurrent with any other live toads, REACTIONS, (lb/size) 5 ) . This truss has been designed for a live load 2 = 2060/0-8-0 (rnin 0-2-7) of 20.Opsf on the bottom chord in all areas where 9 2060/048-0 (min, 0-2-7) a rectangle, 3-6-0 tall by 2-0-0 wide will fit between Max Horz, the bottom chord and any other members, with 2 - -148(LC 17) BCDL = 10 Lpsf, Max Uplift 6) Provide mechanical connection (by others) of 2 =-476(LC 12) truss to hearing plate capable of withstanding 100 9 =-476(f_C 13) lb uplift at joint(s) except (jt-lb) 2-476, 9=476. Max Gcav 2 2060(t-C 1) 9 2060(1-C 1) LOAD CASES) Standard FORCES. (lb) Max. Comp./Max, Teti. - All forces 250 (1b) or less - except when shown. TOP CHORD 2-3=-4489/2768, 3-4=-4208/2631, 4-5=-311512054, 5-6=280511989, 6-7=-3114/2054, 7-8=-420812631, 3-9= 4489/2768 BOT CHORD 2-17=-2399/4097, 16-17=-193513486, 16-24=-1935/3486, 24-25=-1935/3486, 15-25=-19350486, 15-2C)=-135212811, 14-26-1352/28 11, 13-14, .1352/2811, 13-27=-1937/3486, 27 28,---1937/3486, 12-28=-193713486, 11-12,-1937/3486, 9-11-2407/4097 WEBS 3-17=-415/468, 4 17=-290/676, 415-876/747, 5-15=-364/784, C, :i: it, iJW jli I 0--4 ts,, 1r iq-,pr,,-,i A "A ", .use,4-- 41,a, f W-,,F s W', "i " 't P 1 t, .011 1 "1'-,, w! 4 1 i 11, 1, "'ll,i'a 11 1, I'l- 4 u" I UM "I i "0'- ,4 i, I v, c Job Truss ,Truss Type Oty i Ply RYAN HOMUS /SlEASIDE v1 A0003691: WRUSS101 iA081 Nip Job Referenoe (optional) At Roof F,usi;es, 1(,0 1 L 34946, d,,tign(,Paitrvss'cool kk 8 120 s Nov 1 2 2011 Pr nt 8 120 No, 12 201 / Nfilck lndsu.es, Inc Thu Apr 26 16 09 08 20Vi Pagc1 1 ID:P42uXRd Kj2lgP?afFS 28yA(irr-3tt2pQGYWfo9ptFrqPl,lObM9ilC(lXqt)iijl,)iFlB,,Mf)CP Q-'o 7_5_3 13-10-11 21-0-0 29-0-0 34-10-0 41-9-3 50 -0-0 5 1 -(r 0 f 0 -0 7 5-3 6-5-8 7 1-5 8_0_0 5-10-0 6-11-3 8_2113 f 0-0 on I 4x6 U6 4 x4 5XI0M120HS 13 4x6 8 4x6 3X6 10 Dead Load 001 - 7/16 in 17 VY I Mo 2 0, W6B4 VA45 C) 131 B2 1141, ITi 135 ;i i B7 6 Z; 23 30 22 21 N) 19 14 15 13 3X6 5x6 WB 6X8 16 5XI0 3X6 4X8 4X8 3x4 U4 7x8 7xI0 kil-20FIS 10- 9 14 21-0-0 29-0-0 30 0-0 33 10-034 -1 U-0 41-9-3 50-0-0 10- 9 14 10-2-2 8-0-4) 1-041 3-10-0 i-0-6 6-11-3 8-2-13 Plate Offsets (X,Y)-- 2:0-0-0,0-0-41, [4:0-3-0,Ldge], (6:0-5-4.Edgel, 7:0-4-8,0-2-41, 9:0-3-0,Ldqoj, [11:0.0-0,0 0-4]. [13i0-3-8,Edqej, 115i0 0-0,0-1-81, [170-6 12 Edge], [18: 0-3-12,0-2-8], [20'0-0 8,0-1-8j LOADING (psf) SPACING- 2-0-0 CSL DEFU, in loc.) Well L/d PLATES GRIP TOLL 20, 0 Plate Grip DOL 1, 25 T C 0,96 Vet1(11) 0,42 21-23 >999 360 MT20 244/190 F('DL, 100 Lumber 001, 1.25 BC O87 Vert(C-1 ) -087 21 23 >692 180 M 1-201 IS 187/143 11cf-L 00 Rep Sires-, Incr YFS WB O89 Horz((,T) 028 1 1 n/a n/a BCDL 100 Code I -BC 2017/TP12014 Matrix MS Wind([-[-) 0A4 16 >999 240 Weight: 289 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 115 2x4 SP No2, B3, 136: 2x4 SP No.3 WEBS 2x4 SP No.3 * Except* W6,W8: 2x4 SP No, 2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, 130T CHORD Rigid ceiling directly applied of 4 7 0 oc bracing. Except: 10-0-0 oc bracinq 18-20, 15-17 WEBS I Row at midpt 5- 21, 18-21, 8- 18, 13-17 MiTek recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - REACTIONS. Ib/sizc) 2 = 2076/ 0-8-0 ( t-nin, 0-2-7) 11 = 2087/0-8-0 ( min 0-2-7) Max I for/ 2 = 148( L,G 12) Max Uplift 2 468(L- C 12) 11 462(L-C 1: 3) Max Grav 2 = 2076(L(,- 1) 11 2087(1-(,- 1) FORCES. ( Ib) WEBS 3-23= 450M98,5- 23- 2651644, 5-2 1 =-872/735, 6 21=-202/483, 18-21 -- 1286/2692, 8- 18--11731824 10-17=-1951252., 10-13=-404/ 380, 13 17= -2234/3924, 6-18--- 234/666 NOTES- 1) Unbalanced roof live leads have been considered for this design 2) Wind: ASCL 7 10: Volt- 1 50rnph (3 second gust) Vasd= I 16fnph; FCDL=5, 0psf; BCDL=5-0psf, h-16(1; Cat, II; Exp C, Fncl_ GGpi=0,18, MWFRS (envelope) and C c Lxlorior(2) zone; cantilever left and right oxposod end vet-tical left exposed:C- C for memnbe(sand forces & MWFR8 for reactions shown: Lumber 1)01_=I,60 plate grip DOL-11,60 3) Provide, adequate drainage, to prevent water ponding. 4) All plates are M V20 plates unless otherwise indicated, 5) Phis truss has hoen designed for a 10.0 p,,-,f bottom chord live load nonconcurrent with any other live leads 6) ' This truss has hoen cosigned for a live load of 20,0psf on the bottom chord in all areas where n rec tangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,0pst, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ( jt=lb) 2 =468, 11 462, Max,Conip,/Max fen -All forces 250 (11h)orless except when shown. TOP CHORD LOAD CASE(S) 2- 3= 4,17)17/2759, 3-4 Standard 4-5--4045/21565, 5-6=- 316012041, 6-7=-3201/2134, 7-8=-352312228, 8 9= 4375/ 2682, 9 10- 4463/2658, 10- 11 - 4562/2696 BOT CHORD 2- 23=-239214126, 23 30= - 1899135) 12, 22- 30-1899/ 3512, 21 22--1899/3512, 17-18-- 2101f4061, 14-15=-118/258, t I A " A , I I I A 14 1 t IMrmd,'14"I W 4 1 "44 04-W "!It W, I kA Y 0, "-4""' A! J) ?""i" 4 i"! it ..... I !"ot'c ! it P pqt "dfusn,6Rol "'!'h 611'd t, th'O thetv", 'v" Nw, 4 1 R"..f 1"' 1 k.h ii4 F i Job Truss Truss Type city Ply RYAN I i0tAF S i SLAS31[)[ I A00036192 WRCSSIDT A09 HIP 1 Job Reference (optional) Al Roof Trusses, For Pierce, Ft 34946, destqn(§,a I truss corn Ron 8 120 s Nev 12 2011 flnnt 8 12o s Nov 12 2011 M, Tek Industries, Inc Thu Apr 26 16 09 09 2018 Page 1 IDP42UXRd KI2lqP?afFS 28yA(J,r-Y3RO()t-nl]Al-fywOolplf-7,,I xouMKfYfGHo0ytSp7(-vMpC0 1-010 8 1-3 15-3-4 23-0-0 27 0-0 1 34-8-12 41-10-13 50-0-0 51 (1-0 11-0-0 8-1-3 1-2-1 7-8 12 4-0-0 7-8-12 7-2-1 8-1-3 1-0-0 5X6 s 0o 1, 12 5X8 6 Dead Load Otill. = 1;2,n 19 26 18 '21 17 16 is 14 29 13 3x6 5x 10 M T ;101-4, 3x8 3xb 500MI20HS 3x6 4X8 4x8 5x6 W11 11-9-14 23-0-0 27 0-0 I 38-2-2 11-9-14 11-2-2 4-0-0 11-2-2 late Offsets (X,Y)-- t2!0-0-0'0-0-4j, [4 O-3-0,ladqe]. [6:0-3-0,0-2-4j, [7:0-5-12,0-2,81, 9:0-3-0,Fdge], 11,0-0-0,0-0 4] LOADING (psf) SPACING- 2-1 4 CS1, DEFL. in (loc) I/deft Ud I CIA_ 20.0 Plate Grip DOL 1.25 FC 0.78 Vert(LL) 056 13-15 999 360 TCDL 10,0 Lumber DOL 1.25 RC 0,89 Vert(CT) 106 13-15 565 180 TICLL 0,0 Pep Stress Inct, NO WB 0,84 1 Jorz(C-1) 022 11 n/a n1a 11CM 10,0 Code FBC201711-P[2014 Matrix -MS Wind(L-L) 035 15 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E T3: 20 SP No,2 LJO I CHORD 2x4 SP 240OF 2,0E *Except' B3,132: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No. 3 BRACING - TOP CHORD 2-0-0 oc purlins (3-0-7 nrax.) Switched from sheeted: Spacing > 2-0-0), BOV CHORD Rigid ceiling directly applied or 5-0-1 oc bracing WEBS I Row at midlit 5-17, 7-17, 8-15 REACTIONS. (Ib/swe) 2 2167/0-8-0 (min. 0-1-13) 11 2167/0-8-0 (min,0-1-13) Max Florz 2 170(LC 12) Max Uplift 2 = 517(t-C 12) 11 = 517(LC 13) Max Grav 2 = 2167(LC 1) 11 2167(LC 1) FORCES. (lb) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCL 7-10; Vult -150mph (3-second gust) Vasd- 1 l6inph: TCDL-50psf BCD[---- 5 Opsf, li,-1611; Gat, IT. E-_xp 61 Fucl_ GGpi,- O, 181 MWFRS (envelope) and C G Extenor( 2) zone, cantilever left and right exposed end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DO[- = 1 80 plate grip DOI_=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 irrent withany other live loads, 6) * This truss has been designed for a live, load of 20, Opsf or) the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, with 13('01, = MOpsf, 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt-,lb) 2=517, 11 =517, 8) Graphical purtin representation does not depict the size or the orientation of the purtin along the for) andlor bottom chord. Max. Comp.lMax. 1 on. - A I forces to or Icess except when shown, TOP CHORD LOAD CASE( S) 2-3--- 4660/2921, 3-4-4270/2667, Standard 4- 5=- 4110/2694, 5-6--306012080, 6-7=- 273912017, 7-8z-3058/2079, 8 9--- 4111/2694, 9-10-- 4271/2668, 10-1 1=.466112922 130TCHORD 2- 19- 252414252, 19-26=1948/3528, 18-26=- 194813528, 18-27=-1948/3528, 17-27=- 1948/3528, 16-17,--1285/2737, 15-16= 1285/2737, 15-28= 1950/3528, 14-28---- 1950/3528, 14-29=-1950/3528, 13-297- 1950/3528, 11-13---2532/4252 WEBS 3- 19--.- 523/579,,5-19=-305/766, 5-17=- 1032/864, 6-17--,-468/811, 7-17=- 7521?59 7-15=-467/810 50-0- 0 11 9- 14 PLATES GRIP M1 20 2441190 M-F20FIS 187/143 Weight: 266 lb FT --- 10% W" "N " i„" It M t"E f n.i:1.", N I 1914 11 11 ;" 4 1 '41, 2" '1 1A 0 1, 1 4 11 W 14 1 4,1,114 tsp r;gAt tip' 7N, 4 1 i',H ..... lom;'Oil i R'P'0'uO"' "P"" Job Truss jiuss Type O(y Ply !PYAN I iOMf S/St'AS101, v I W1 WSS I D I A10 COMMON A0003693 Al Root lro,,ses, Foa lliouco, F1 .1,1946, desig.C,a liniss Coro Jot) Reference (optional) Pon 8 120s, Nov 12 2017 P, -int It 120 Nov 12 2011 MiTek lodu-,Jmes, IDP42uXRd KL21qP?afFS 28yAdri-OF oD51p2G2t2BODoqNOT-ORW8f3sb'?oR7F3XFJM64zMpCN inc Thu Apr 26 1609 10 2018 Page I 1-010 7-1 12 13-8-2 19-8-6 250-0 30-3-10 36-3-14 4? 10-4 50-0-0 51-Q-0 1-0110 7-1-12 6-6-6 6-0-5 5-3-10 5-3-10 6-0-5 66-6 7-1-12 1-00 5X8 12 Va CI 4x8 18 17 25 3x8 M 1-20HS 3X6 5 00. 12 16 27 4x8 it 15 14 4 116 4x8 8 13 T4 3X6 3x8 MT20t IS 10- 0-0 19-8-6 30-3-10 40-0-0 10- 0-0 9 -8-7 10-7-3 9-8-7 Plate Offsets (X,Y)-- [2,0 0-0,0-0-41, [4:0-2-4,Edgel, 8:0 2 [10 0-0-0,0-0-4] LOADING ( psf) SPACING- 2-1-4 CSL DEFL. in (loc) I/detl Lid Lct- L 200 Plate Grip DOL- 1 25 TC 0A4 Verl(t, 1-) 0,63 14-16 954 360 I- CIX 10,0 Lumber DOL, 1.25 BC 0,98 Vert(Cl) 1, 15 14-16 520 180 RUL o'o Rep Stress Incr NO WB 0,62 j Hou(C-V) 0,24 10 n/a n /a BcDL 10,01 Code FBC2017111112014 Matrix -MS Wind((L-) 0A5 14-16 999 240 LUMBER- JOPCHORD 2x4 SP No 2 NOTES- f t 2x4 SP M 30 BOT CHORD 2x4 SP M 30 1) Unbalanced roof live loads have been WI- 43S 2x4 SP No-3 considered for this design. BRACING- 2) Wind: ASCE 7 -101 Vult- 1 50coph (3-second TOP CHORD gust) Vasd= 1 161nph; I Ct)L--5,Opsf, 2- 0-0 or- purlios (2-9-2 max-) BCDL-5.0psf; h=16ft ' C4,0, IT: Exp 6 1 Encl- 13wrIched from sheeted Spai, Spacing > 2-0-0), GCpi -- 0, 18 ' MWFRS (eimlope) and C G HOT CHORD Extenor(2) zone, cantilever left and right exposed Rigid ceiling directly applied or 4-4-13 oc bracini: I end voilical left exposed C-C for members and W F BS forces & MWFRS for reactions shown, Lumber 1 Row at owipt DOL 1 60 plate grip DOt---- 1,60 6- 14, 7 14, 8-14, 6 3) All plates are MI-20 plates unless otherwise REACTIONS. lb/size) 2 = 2167/0-8-0 (min, 0-2-9) 10 2167/0-8-0 (min, 0-2-9) Max Hot,,, 2 = 184(t-C 12) Max Uplift 2 532(LC 12) 10 532(LC 13) Max Grav 2 2167(L-C 1) 10 2167(LC 1) Indicated, 4) This truss has been designed for a 10.0pst bottom chord live load riot icot icurref it with any other live loads. 5) ' This tistruss has been designed for a live load of 20 Opsf on the bottom chord in all at e'as, where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BclA- -- I0'0pSL 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt--- lb) 2-532, 10=532, 7) Graphical purlin representation does not depict the si/r th r r I It , )f th din I It oDead Load Do(I --, 1 i2:n 4x8 50- 0-0 10- 0-0 PLATES GRIP M F20 244/190 M120HS 187/143 Weight: 271 IT) I 1- 10% FORCES. ( Ib) 0 C, 0 le I a c po a ong w Max, Cocnp,/Max. Ten. All forces 250 (1h) or less top and/or bottom chord - except when shown, TOP GI iORD LOAD CASE(S) 2 3--,-4743/2998, 3-4=-4429/2827, Standard 4 5-3445/2306, 5-6,,,-, 3440/2495, 6- 7 =-3437/2495, 7-8--3442/2306, 8- 9=-4429,'2827, 9--!W=-474312998 BOT CHORD 2- 18z-261014334, 17-18---2072/3662, 1725=- 2072/3662, 25-26-2072/3662, 16-26-- 2072/3662, 16-27 --1168/2527, 15,27=- 1 168/2527, 14-1fi= 1168/2527, 14-28=- 2074/3662, 28- 29------2074/3662, 13-29,-- 2074/3662, 12-13- 2074/3662, 10-12--- 261814334 WEBS 6-14=-903/ 1317, 7-14---,-373/437, 8-14---800/690, 8-12=-327/657, 9-12= -462/518, 6-16- -903/1322, 5-16-373/437, 4-16-800/690, 4-18--1271657 3- 18 462/51A NC I k'q 1, 1 ks ' I "J 1 0, p o' I 1 4", ' N ",i 1 0 ' W 1 I I ,I j 1, 14A 'M 1 W", .1 '1 "1 11 1 1 1 I 4 YS 4 11 4 k r q I k , W 0 i.'7Ni"! i 11 " p,'h htl j ol a,1w P o t=",o A Job !Truss i Truss Type City Ply RYAN HOWS i SFASIM, 0 A0003694' WRGSSIOT !All Roof spcoal 4 Job Reference (optional) Al Roc Trusses, Fort Flwce, FL, 34946, design 1AalVLJSS COM Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Milek Industnes, Inc. lho Apr N 16 09 11 2013 Page I ID P42uXRd Ki2l( ,jP'?afFS '28yA(irr-11S7BRRIRoaAkgt,zOMYuSOD jYVFzkADjQ[3xvcWaM[ZM 1-0,0 5-5-4 12-3-10 18-9-11 25-0-0 30-7-8 . 34-11 12 41-11-10 50-0-0 5)-0-0 a 10 5-5-4 6-10-7 6-6-1 6_2_5 57-8 t 4-4-4 6-11-14 8-0-6 1-04) 500 MT20HS 500 12 Dead load DeN - 5;8 to 3x6 3X6 8 3x4 3X6 6 12 1-2 4x6 3x6 ZZ 10 4 W6 w t 3x6 2x4 3 W3 4 i E37 W9 N' 1 1 Wl2 `L^ . 2 Wiltipf34 `.i i; 1- 10 f36 a W11) 26 33 34 25 24 23 2120 36 37 15 3x6 3xil M T 20HS cn 17 16 3X6 14 4x8 4x8 6X10 4x6 6xl0 7X8 5X8 = 4x4 II 3x4 3X4 304-8 34-11 Q 8 9 S 18 10 IS 28-10-4 :10-010 33 10 01 41-11-10 50-0-0 8-9-5 10-1 10 1) 11-5 1 1 12 3-2-8 Il- i2 6-11 14 8-0-6 0-1-8 Plate Offse(s(X,Y) - (2:0-0-0,0 0 -41, [10:0-3-0, Edge], [12:0-0-0,0-0-41,[14:0-3-8,Edge], t160-0-0,0-1-81, [180-3 0,0-3-41,[21 0-2-8,0-2-0], [22:0-3-8,0-3-0j, 24: 0-1-12,0-2-0] LOADING ( psf) SPACING- 2-0-0 1 CLT_ 20,0 Plate Grip DOL 1.25 JCDT' 10.0 Lumber DOL 1.25 BCL L 0,0 Rep Stress Incr YES BCD[, 10,0 Code FBC2017IT1312014 LUMBER - TOP CHORD 2x4 SP No,2 11: 2x4 SP M 30 301 CHORD 2x4 SP M 30 *Except' B6, B3: 2x4 SP No,2 B7, B5: 2x4 SP No-3 WEBS 2x4 SP No,3 *Except* W 1 O.W5: 2x4 SP No, 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOVCHORD Rigid ceiling directly applied or 4-6-6 oc bracing. Except: 5 5-0 oc bracing 7-23 10- 0-0 oc. bracing, 16- 18 WEBS I Row at midpt 4 - 24, 6-22, 14- 1 it, 8-22, 8-18 MtTok recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ( lb/size) 2 = 2077/0-8-0 (min. 0-2-7) 12 = 208910-8-0 (trim, 0-2-7) Max Harz 2 175(LC 17) Max Uplift 2 = 498(LC 12) 12 491(LC 1:1) Max Grav 2 2077(-C 1) 12 2089(C 1) CSL DEFL. in loc) I/d(,fl t"/d PLATES GRIP TC 0,73 Vert(LI-) 0.62 20 972 360 MT20 244/190 BC 0,84 Vert(CT) 1 .24 20 485 180 MT20FIS 1871143 WB 0,91 Horz(C 1) 0 29 12 n1a n1a Matrix - MS Wind([ 1.) 0.56 20 999 240 Weight, 303 In FT = I O'V,, BOl_ CHORD 2- 26=-2578/4294, 26-33=--206613657, 33- 34=-2066/3657, 25-34=-2066/3657, 24- 25_--2066/3657, 23-24=66810, 23- 35--331/22, 21-35=-331122, 22- 36=-153813504, 19-36=-1538/3504, 19- 37=-1710/3397, 18-37=-171013397, 12- 14=-2390/4163, 22-23=0/298, 7- 22=-1206/1948, 9-18=-323/379 WEBS 3- 26=423/485, 4-26=-197/583, 4- 24----760/653, 6 22=-617/581, 14- 18=-229614014, 11-18=-2301257, 11- 14=-410/385,8-22=-1092/864, 8- 18=-838/1316,22-24=-1279/3415 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-_150mph (3-second gust) Vasd= 1 16inph; I'CDL=50pst; BCDL-=5, Opsf ' h=1611, ' Cat, 11 ' Lxp C, Fact GGpi=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 OOL-- 1, 60 plate grip DOL-, 1,60 3) All plates are M V20 plates unless otherwise indicated 4) This truss has been designed for a 10,0 fisf 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 whore a rectangle 3-6-0 tall by 2-0-0 wide will fit between FORCES. (lb) the notion) c iord and any of ter inernbers, w, i Max, Cornp./ Max. Ten. All forces 250 (lb) or less BCDL , 10,0p4. except when shown. 6) Provide mechanical connection (by others) of TOP CHORD truss to hearing plate capable of withstanding 100 2-3=- 4683/2924, 3-4=4349/2674, lb uplift at joint(s) except (jt=lh) 2-498, 12=491 4-5=- 3399/2201, 5-6-3322/2223, 6-7- 301512007, 7,8.-- 301112011, 8-9=- 4474/2903, 9-10-----4:161/2740, LOAD CASE(S) 10- 11 - A49212716, 11 12=-4584/2758 Standard ROT CHORD ol" ill 411""" 1'1111' 4 "I 1 11"I" I 4 11 n-'W' I s k'v 1411 tIM-1 A,, N 14 11 .1 "'40" v- 'Woq 11 10X , 0,-0' "'4_ 0"If 1, 1 1 W ly"I i"t t' 0,w " """I -t ,, 1" oy, "vo ']'m ,, "0"1 11 A, " I'H' k I t"I h M @1, kq'Owl""'! h" A', 'o " 'nj tw'n" " t"W1il'4 ms4 04' -11e' ppl'lr "I k"' Al k"'i !'-,n AO,o' i it uEt lii ?3 Job Truss. IT it iss Type 01Y Ply RYAN I fOMt o I SF ASit)F vt A0003695{ ItWRGISS1DTiAl2B :.lisp t' 3Job Reference Q banal) Ef_ Al Poor Trvsscas, t"cxt F l 3-1 346. detlgn(q7a r truss co m Rung 8 120 s Nov 12 2017 Pr nt 8.120 s Nov 12 2017 MiTek Industries, uric l hu Ap, 26 16 09 12 2018 1'uge I ID:P42uXRd Kt21gP? afFS_ 28yAdrr-ye7ZenJ3ZtibHVYevFF'hZRWtiNvXJTepserg l ftyrMp('L 1 0t0 7-3 2 14-11 12 23-0-0 27-0-0 34-10-0 111 9 11 r 50-0-0 at-0-0 1010 7-3.2.. 7-8-10 H-0-4 ... 4-0-o I.. 7 1.0-0 '.... 6-11-11 8-25...... 1-0-0 S 00 12 5x3 5x8 Dead Load Defl 9i16 in 3X6 T3 4x6 4x612 124x6 :< j, 4 . 9 2x1 3x6 al' x E33 W7 100) 11.E i <;r 3 :, W3 WitV>=5 t, E37 ., aWS-. I4 134a< W 9 Wt0 tr1 E31W1`;;y7 . r lr</6 r+21 rri4 11; B6 Ba 25 32 24 33 r 19 '34 14 23 2? 20 13 3x6 5x10 MTZONS 1615 ix6 7x£3 4xf3 4x€; 5x10 4x8 - 3x4 3x4 .. ' 3x4 ;i 700 M120iiS,- 3x4 11 3n-10 i 111323-11-0 2100 30 0 9: 33-10-0 a1 9-11 50-0-0 11 3-13 -8-3 4 0-(a ,...3 0 6 1 10 0 i' 0 0 ri 11 11.. R 2 5....... Plate Offsets (X,Y)- 2:0-0-0,0-0-41. [4 0-3-0,E0ge(, t6 0-5-12,0-2-8(, [7 0-4-0,0-1-81, 19 0 3 0,Edge1, [11.0 0 0,0 0-41, (13 0-3-8Edge] (15 0-0-0 0-1-81, 17 0- 6-12,Edgej. [21.0-3-12,0-2-121, [23.0-1-8,0-1-12] LOADING(psf) SPACING- 2-0-0 CSL DEFT.-. in (loc) 1/defl Lid PLATES GRIP TCLL 20. 0 Plate Grip DOL 1,25 TC; 0 72 Vert(11) -0,62 23-25 >973 360 M120 244/190 TCDL 10. 0 Lumber DOT- 1,25 13C 0 96 Vert(CT) -1.21 23-25 >497 180 MT20H S 187/143 BCU, 0. 0 Rep Stress Inor YES WE3 088 Horz(CT) 0,29 11 n1a n/a BC:DL 10-0 Code FEIC201711-P12014 Matrix MS Wind(U-) 0.46 19 >999 240 Weight, 292 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2 F30T CHORD 2x4 SP M 30 `Except' B6: 2x4 SP No.2 B:U, 17,135. 2x4 SP No.3 WEBS 2x4 SP No.3 'Except' W6,W8: 2x4 SP No -2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. E30T CHORD Rigid ceiling directly applied or 2-2-0 oc b(acing- Except: 6- 0- 0 oc bracing; 7-22 10-0- 0 oc bracing: 15-17 WEBS 1 Row M tnidpt 5-23, 6-23, 8-21, 13-17 MiTok recommends that Stabilizers and required cross bracing be installed during truss erect on, in accordance with Stabilizer Installation guide. REACTIONS. fb/ size) 2 - 2076/ 0-8-0 (min- 0-2-7) 11 = 208710- 8-0 (irrw 0-2-7) Max Horz 2 162( LC 12) Max Uplift 2 484( LC 12) 11 = 478( LC 13) Max Grav 2 2076( 1-C 1) 11 - 2087( LC; 1) BOO CHORD 2-23=-- 2445/4148,25 32=-1866/3422, 24-32=- 1866/3422, 24-33=-186613422, 23-33=- 1866/3422, 22-23=-354/0, 18-21=- 204514114, 18-34=-2161 /4092, 17-34=-216114092, 14-15=142/ 263, 13-14=-142/263, 11-13=-2349/4138, 7- 21=4891902, 8-17=-331/798 WEBS 3- 25=507/564, 5-25- 251/711, 5- 23--9941841,21-23=-1016/2791, 8-21=- 138111004, 10 13-399/376, 13-17=- 223013916, 6-21=--315/852 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASC 7-10; Vutt-150mph (3second gust) Vasd=116mph; TCDL_=5.0psf; BCDI.-=5.0psf; h= 16ft; Cat. 11, Exp C., Encl., GCpi=0,18, MWFRS (envelope) and C-C Exterior(2) zono, cantilever left and right exposed end vertical left exposed,C-C for members and forces R MWFRS for reactions shown, Lumber DQL=1 60 plate gnp DOL=t60 3) Provide adequate drainage to prevent water ponding. 4) Alt plates are MT20 plates unless otherwise indicated- 5) This truss has be(,'() designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed fora live load of 20,0psf on the bottom chord in all areas where It rectangle 3-6-0 tall by 2-0-0 wide will fit between FORCES. (Ih) the bottom chord and any other memhers, with Max, Comp /Max. Ten. - All forces 250 (lb) or less DC DI 10 Opsf except when shown. 7) Provide in t hanic<al connection ( by others) of TOP CHORD truss to bearing plate capable of withstanding 100 2-3- -4537/2810, 3-4- 413712527, Ib uplift at joint(s) except (jtAb) 2=484, 11=478. 4-5= 3974/2543, 5-6'-2,1960/1953. 6 7-2950/2021, 7-8 3292/2094. 8 9 4329/2721, 9-10--4474/2697, LOAD CASE( S) 10-11= 456V2719 Standard 130T CHORD Wt d, 11 11 , k t`,Y : " d,:, Y. rz hut:; +g i e iri ., 8 i . N mE f , d r a Sz k rP .i ro , e1` z2'aw. n it 4 h-, 4""' e •} 3x.-!ax ,3rh,.. txE .,+F .. ` tik. ,1; , Yls, qi.t t. s .i'ae. . it.i, l [Sl iqt, y5f „`, Ito 1 Fair i.;,in Mnl4Fayt t>,it. dr+9>t,uzk6dofr,lhe.neFnckl l i iw 2.t. Job Truss Truss Type 4ty Ply RYAN HOMES I SEASIDE vl A0003696 VVRC,SSIDT A14B flip lJob Reference (optional) Al Roof lnissas, Fort Pierce- I L 34946, deS1qn((P1 I trkjss corn Run 8,120 s Novi 2 2017 Ili 8 120 s Nov 12 2,011 MiTek lndijstrie,,, Inc Thu Apr 26 16 09 13 2018 Page I 1 11)P42uXRd_Kj21qP?afFS 28yA(irr-Oqtlxs7Kt)KBQSv(6oTzww5e.33gjxg('5zOtVQOiPzMpcK I -0 0 6-66 12-9-11 19-041 26-6-0 31-0-0 35.0-0 41-5-3 50-0-0 51-010 f-010 6-6-6 6-3-4 6-2-5 7-6-0 4-6-0 , 4-0-0 6-5-3 8-6-13 11-0,10 3X6 '). 002 SX8 3x4 5X8 1: Dead Load Dell - 3116 in 3x6 6 7 8 3x4 ii T3 3x6 4 x4 WY 10 3x6 W'2 134 W9olio 12 W6 L18 12 26 33 34 25 24 23 Zl 20 35 18 16 15 14 3X6 4X6 SX8 17 5X 10 5X6 3X6 2x4 4x6 4x6 3x4 r. 5X10 MT2014S 3x4 3x4 9-7-1 19-0 -0 26-6-0 30-0.0 33-10-035-0-0 41-5-3 50-00 9-7-1 9-4-15 7-6-0 3-6-0 3-10-0 1-2-6 6 5-3 8-6-13 Ptale Offsets (X,Y)-- 6:0-5-12,0-2-81, (16:0-:3-8,0-3-01, [19:0-0 -8,0-1-8), (21:0-0.8,0-1-81, 22:0-3-8,0-2-81 LOADING (pst) SPACING- 20-0 CSL DEFL. in (fee) I/defl L/d PLATES GRIP TELL 20.0 Plate Grip DOL 1.25 TC 0,75 Vert(LL) -0,2324-26 999 360 MT20 2441190 1 CDL 110.0 Lumber DOL 1 25 BIG 0.76 Vert(CT) -0,4524-26 930 180 MJ20HS 187/143 130"L 0,0 Rep Stress Incr YES WB 0.89 Ilorz(CT) 0,03 16 n/a n/a HCDL 10,0 Godo FBC2017ITP12014 Matrix MS Wind(-L) 0,18 14-32 999 240 Weight, 287 In FT = 10% LUMBER - TOP CHORD 2x4 SP NO,2 Bor-CHORD 2x4 SP No.2 Bl 2x4SPM30 133,135: 2x4 SP No-3 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-10-10 OG pUrfin, BOT CHORD Rigid ceiling directly applied or 5-8-0 oc braring. Fxcopt: 3- 7-0 oc bracing: 16-18 6- 0-0 oc bracing. 7-23 WEBS 1 Raw at rinicipt 4- 24, 6-22, 8-18 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 2 1395/0-8-0 (min, 0-1-10) 16 = 2272/0-3-8 (min, 0-2-11) 12 = 499/0-8-0 (-nin,0-I-8) Max Horz 2 135(-C 12) Max Uplift 2 368(LC 12) 16 387(t-C 8) 12 = 222(LC 13) Max Grav 2 = 1398(L-C 23) 16 2272(l.-C 1) 12 532(LC 24) FORCES. ( 1b) Max. Comp/Max. Fen. - All forces 250 (1h) or less except when shown. FOP CHORD 2- 3=-2855/1848, 3-4=-2545/1660, 4- 5--159711162, 5-6=-1521/1184, BOT CHORD 2- 26=-1558/2600, 26-33=-1077/1992, 33- 34----1077/1992, 25-34--1077/1992, 24- 25 -1077/1992, 23-24=-443/0, 21- 23=-293/0, 19-22=0/626, 19- 35---16/419, 18-35--161419, 15- 16--2751453, 14-15=--275/453, 12 ' 14----275/453,22-23-0/310, 7- 22=---436/384, 16-18--1809/966, 9- 18z-298/362 WEBS 3, 26-=A 18/468, 4-26=-252/605, 4- 24z-..778/664, 6-24--295/903, 22- 24- 398/1622, 11 16-864/667, 11 - 14 -0/368, 6-22- -408/295, 8- 22=-621/1273, 8-18=-11635/713 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASGE 7-10: Vult=150rnph (3 second gust) Vasil= I l6mph. -I CDL-=5.Opsf; BCDL- 5.0;nsf; fi=16ft ' Gat. II; Exp G i Encl., G, Cprz--O. 18, MWFRS (envelop(,) and G G Exter9or'( 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 DOI-zl,60 3) Provide adequate drainage to prevent water pending. 4) All plates are M 120 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 fora live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BGDL --- 10,0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=11h) 2=368, 16 --387, 12= 222 11- 12=-549149l BOT CHORD LOAD CASEIS1 1-"" ! 1 % k It Nlz it', III,,, k 1: F'i r,JyAlf': 'f 4 ,qjj1" 1, 4, $nq p.a. A ,I A, Z'N,' ie' M, 0 1, 1A M i, 4 P "4 ""4 0 "A 19 1 1 il I I { wry q k' W, i t+ lie' A Aid'ul lo't,ORYI 40,-1 Job Truss - Truss Type Oty Ply RYAN HOME S , SE ASIDI vi WRCSSIN( AG003697' AIl)B Nip 1 1 Job deference (optional) A I Root Tmi ses, Fort Pierce 11 34946des ,qn(o a l tomi corn pun. 8 1,10 s Nov 12 2017 11""t 8 120 s Ncw 12 2017 Mi l ek In<kustrios, Inc I hu Apr 26 lei 09 14 2018 Page I ID: P42uXRd_K121gl1?asfFS 28yAdrr-u1FJ3>I-J`iVYJXoh?lgS9escGu)FixXg9699aFrxMpCJ 1 0t0 8-6 1 a 1 _... 17-0-0 1 22.g 14 23-0-0 33-0 0 35.0 q 41 5 3 50 0-0 5i1-o'o 0- b 8-6-13 ft-5 3 5-6-14 1 5- 5-2... 5-0 C} 1 2-0 e 6 5-3...... N 6-13 1-0-0 5 o0 12 5x6 - Dead Load 001- = 114 in 3x6 :::. x4 4i 5x8 - 1 3x4 '..... 9 3J3x6 3xEi 3x6 I2 tr W&, 4 3x6 W6 10 3 i Vt!A A 6y 1 lEiti ' V 1 WL5 1i4{/1 Vthi E i tia r1ry 12, a, 1J tag E17 11 a13? 24 23 22 21 20 31 18'3{26 i5 14 2x4 ii 4xli 17 5x12 5X6 x 2x4 4x6 4x6 5x 12 3x12 M t 20HS1 5x10 M 1201is 33- 10 0 8 6 13 ...... 17-6 0 M 0-0 30 0 0, 3,1 0 6 35 0 41 41 S 3 l b0 f} 0 8- 6-13... 85-3 110-0 2-0-0' 3000'RTo ' 0 53... 86-1:'1 1- 2-0 Plate Offsets (X,Y)-- [5 0-3-0 0-2-4], (8:0 4 0 0-2 2], 16:0 3-8,0-3-0j, [21 0-3-8,t` dge] LOADiNG( psf) SPACING- 2 0-0 CSL DEFL. in (lac) Itdefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0 60 Vert(L-) -0,24 21-22 >999 360 MT20 2441190 TCDL 10.0 Lunihor DOL 1.25 BC 0 94 Ved(CT) -0.51 21-22 >819 180 MT20HS 187!143 BOLL 0-0 Rep Stress Incr YES WB 0,92 Hor7(C1-) 0,03 16 nta nta BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind([ L) 0,21 24-2.7 >999 240 WeighL 284 Ib FT -- 10'% LUMBER - TOP CHORD 2x4 SP M 30 "Except` 13: 2x4 SP No.2 BUT CHORD BOT CHORD 2x4 SP No.2 `Lxcept` 2-24---144312533, 23 24-=-144312533, 132: 2x4 SP M 30 22-23-=-1443/2533, 21-22- 251294, WEBS 2x4 SP No. 3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3-7-0 oc bracing. 16-18 10-0-0 oc bracing: 19-21 WEBS 1 Row at rnidpt 3-22, 6-19, 8-18, 19-22 MiTok recorrinlends that Stabilwers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/ size) 2 = 139610-8-0 ( min-0-1-11) 16 229510-3-8 ( min. 0-2-11) 12 - 49310-8-0 ( min_ 0-1-8) Max Horz 2 = 122( LC 17) Max Uplift 2 = 354( t_C 12) 16 = 416(1C 8) 12 - 224(LC 13) Max Grav 2 = 1- 1044 C 23) 16 - 2295(1_C 1) 12 = 523(LC 24) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown- TOP CHORD 2-3= 2798/1751, 3-4=-1856/1203, 4-5=-174611233, 5- 6---161711233, 6-7=-1040l888. 7-8--1052, 1891. IS- 16=278/432, 14-15=- 2781432, 12-14--2781432, 19-21=01301, 7-19--334t306, 16-18-=-1830t941, 9-18= -'2 361294 WE1BS 3- 24-=01343, 3-22==-1001l813, 5- 22-- 951391, 6-19=- 689/ 464, 11-16=-8681671, 11-14= 01365, 8-19--76611507, 8-18==15821705, 19-22----6400255, 6-21:--751265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCF 7-10; Vult 150mph (3-Secon(i gust) Vw d=1161nph, i CDL=5.0psf; BCDL- 5,0psf; h-16ft; Cat. II; Exp C; tanc1_, GCpi--0,18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed end vertical left exposed;C-C for ruernbers and forces & MWFRS for reactions shown, Lumber DOL-1 60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10-0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0p sf on the bottom chord In all areas whore a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and ;any other members, with BCDL 10.0psf. 7) Provide mecheanwal connection (by others) of truss to bearing plate capable of withstanding too Ib uplift at joint(s) except (It, --lb) 2=354, 16=416, 12==224 8- 9=01518, 9-10-01499, 10-11-0/ 388, LOAD CASE(S) 1 1-12=-5261493 Standard BOTCHORD t A 1 t Mir f ;. 4 i d 5 g f FI @•,x ti,+.btC. tw 4,zi< 3+e x,N+ , ,zi z .b• e , i: S,{1-. ,....gyp. k?+ ,y E,+ >T.d€.. aEn ght ?Hii k I k'0 iunixr Wh".f3',in,Sr Ili tt.}„Po„ace cf!`u*,w l rns 1',4A:40rdeiiro 6("1 ittfl,oiV . z h",4 i2-at <nsxi S.ES. et. iait6:, tat f.!. lob Truss Truss Type Oty. Ply I MN I i0ME 1, 1 SE -ASIDE, v I A00M698 WRC,13SIDT A 16C Hip j I Job Reference (optional) Al Poor Ti-rissos, roo F L 34946, designola I (I riss com Rung 8 120 -, Nov 12 2017 Pint 8.120 s Nov 12 2017 Mi(ek Indusinos, Inc Thu Apr 26 16 09 15 2018 Page 1 lDP42uXRdKj2lqP7afFS 28yAdir-MDptiliptxsoqA8yGBI)NzOA:38SP7f6g bJKpv/nHzMpCl 0-0 8-6-13 15-0-0 21-6-14 28-0-0 13-10-0 35 -0-0 41-5-3 50-0-0 51-0:0 1-0-0 8-6-13 6-5-3 i -6 -14 6-5-2 5-10-0 1.-2 tl 6-5-3 8-6-13 t-0-0 3x4 Dead Load DO] 31116 in 00112, 5X6 3x8 3x6 5X8 3x6 > 5 13 6 78 14 3X6 3x6 i2 10 3x64 3 W5 W7 IZZt W"I 4- \Aki A W2 l 134 2 Bl B2 :;19 116 12 6 I 'T 25 211 23 32 22 21 20 18 16 15 14 2x4 3x6SX6 5XI0 17 4xG 3x6.2x4 4x6 4 xG 3x4 5x 10 M 1201-1 S 8-6 13 1510-0 21-6-14 28 0-0 30-0-q 33-10-035-0,0 41-5-3 50 0_0 8 6 13 6_5_3 6-6,14 6 5-2 2-0-0 3-10 0 i 2-6 6 5- 3 3-6-13 Plate Offsets (X,Y)-- 5:0-3-0,0-2-41, [9 0- 5-12,0-2-8], [16 0-3-8,0-3-01, [19,0-4-0,0-2 8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, In (loc) l/def! Lid PLATES GRIP TOLL 200 Plate Grip DOL 1.25 I-C 0,55 Vert(LL) 015 25-28 >999 360 MT20 244/190 T CDL 10,0 Lumber DOL 1.25 BC 0,63 Vert(CT) 0 36 25-28 >999 180 MT20FIS 1871143 BCt-L 0,0 Rep Stres's, Incr YES WB 095 Horz(CT) 002 16 n/a n/a BCD[ 10,0 Code FBC2017/Tt-112014 Matrix -MS Wind(LI-) 021 25-28 >999 M Weight 273 lb F-I - 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' Tl 2x4 SP M 30 BOVCHOR0 BOT CHORD 2x4 SP No.2 *[---xc(,pt* 2-25---1401/2498, 24-25-1401/2498, B1; 2x4 SP M 30 23-24=-782/1676, 23-32--782/16'/6, WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc, purlins. BOT CHORD Rigid ceiling directly ,ippliod or 5-10-12 oc bracing. FXcepL I Row at InIript 9-18 3-7-0 oc bracing: 16 - 18 10-0-0 oc bracing. 19-21 WEBS I Row at inidpt 6- 24, 6-19, 9-19 MiTek recommends that Stabilizers and required cress bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. 2 = 1390/0-8-0 (-nin.0-1-10) 16 = 2289/0-3-8 (min,0-2-11) 12 = 50V0-8-0 (rinin. 0-1 8) Max Herz 2 = 108(LC 12) Max Uplift 2 340(LC 12) 16 = 451(LC 8) 12 = 228(LC 13) Max Grav 2 = 1400(LC 23) 16 = 2289(l_G 1) 12 526(LC 24) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, FOP CHORD 2 3--278511713, 3-4, 20100316, 4-5----1921/1339,5-6---1782/1306, 6-7=-1197/961, 7-8--11971961, 8-9----1216/970, 9-10--0/482, 10-11=0/366. 11-12,-536/515 22-32----78211676, 18- 19---465/359, 15 162991442, 14-15- 299/442, 1214=-299/442, 16-18=- 1824M8, 9-18--17361939, 8-19=-425/385 WEBS 3-25-0/331, 3-24=829/659, 5- 24-- 195(452, 19-,'0-70711579, 6- 19=-645( 386, 9-19-- -1065/2037, 11 16, 8851688, 11 14=Oi368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCF 7 -10 ' Volt= 1 50rnph (3-second gust) Vasd=1 l6mph; -TCDL=5,Opst, BCDL=5.0psfl fi16ft, Cat. 11, Exp C, Encl_ 6Cpi= O. 18, MWFRS (envelope) and C-C , Exterior(2) zone,cantilever left and right exposed I end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber LOL-,1,60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding 4) All plates are M T 20 plates unless otherwise indicated. 5) This truss has been designed for a MO psf bottom chord live load nonconcurrent with any other live loads, 6) ' I his truss has been designed fora live load of 20 Opsf on the holtorn chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10, 0psf. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2-340, 16-=451, 12-228 LOAD CASE(S) 1, Standard q P-, hA I I ' r :Vj &A kp V- ^vf i Mt 7 J q A, 'j, 1 i't 11, 0 .9 1 'It A 1,11 1 'j 1 4, A M, 4 x fO r Im, 0,11 10,, 1"', " ' 1, 4 W4 1- c 01af r:I W, 0 11 11, k,6ov I 1,40N 4,51'-l 4"'ho2 M Truss 'Job Truss Type i Qty Ply RYAN HOMES / SFASOF v1 A0003699 WW"S'SIDT AI/C Hq) Job Reference (optional) A I Roof Trusses 1 (.1 1 1,eice, t t 34946, 1 Iml,'scom Run 6 120 s Nov 12 2011 Pn, It 8 120 s Nov 12 2011 Mr I ok IndusInes, Inc, III-, Ap, 26 16 09 16 2018 flagf, I ID P42uXRd..K121qP?afFS _28yAdrr-qPM4U9Mzi(16olti)6rN8)Udi[iiiZTWvZt-101SZTcqJkzMf;CEI 1-0,0 86-13 130-0 20-6-0 28-00 35 0 0 -17-0-0 41-5-3 50-0-0 51 -of 0 I 0-0 8-6-13 4-5-3 7-6-0 7-6-0 7-0 0 2-0-0 4-5-3 86 13 10-,o Dead Load Oefl 1,4 In 5x6 3x8 3x6 3x4 !I 4X6 SX8 500 12 4 5 7 8 3x6 12 12 2, x,r 3 10 WS W7, W4, IM IiW"i R3 6 12 13 34 Wo 82 ' M j 136 24 23 21 20 17 21, 31 6 1 14 13 4x6 2x4 3x8 3X6 5x6 5X10 4x6 3x6 3X6 4x6 3x45x10 MT?OH', 8- 6-13 13 0 -0 20-6-0 28.0-0 33 10-035 0-0 41 5-3 50-0-0 8- 6-13 4-5-3 7-6 0 76-0 2-0-0 3-10-0 i-2-0 6-5-3 8-6-13 Plate, Offsets (X.Y) - (40-3-0,0-2-4], [150-3-8,0-3-01, MO-34,0-2-12] LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (lac) Kieft T,/d PLATES GRIP 11 CLI, 20. 0 Plate Grip DOL 1.25 TC , 018 Vert(U-) -0,17 24-27 >999 360 MT20 244/190 TCDL 10,0 Lumber DOL 125 BC 1,00 Vert(CT) -042 24-27 >999 180 M F20HS 1871143 BcI_I_ 0, 0 Rep Stress Incs, YES WB 1 00 11 orz(C T) 002 is nia n/a BCDL 10,0 Code FBC 20171FP12014 Matrix -MS Wind(TA-) 0.23 24-27 >999 240 Weight: 275 lb I T - 10"/,, LUMBER - TOP CHORD 2x4 SP M 30 "Except` T2: 2x4 ',,Fl No.2 BOf ("HORD BO I CHORD 2x4 SP No,2 2-241365/2471, 23-24-136512477, WE-133 2x4 SP No_3 22 23=-992/201 1, 22- 31 --99212011, BRACING- 21 3 1 z 992/2011, 17-18--518/357, Top CHORD 14 15- 308/214, 13-14=-308/214, Structural wood sheathingdirectly applied or 2-2-0 1 1 13-= 238/380, 7 18-- 4271391, oc puffins, 15 17 -- 1700/958, 8-17----1607/978 HOT CHORD WEBS Rigid coiling directly applied or 1-4-12 oc bracing. 3-24=0088-3-23, 667/538, Fxcolw 4 23- 291/ 539, 18-21=---915/1869, 3-6-0 oc bracing: 15 17 9 15--611/322, 9-13 ---710/945, 10-0-0ocbracing 18-20 8 18 = - 1169/2249, 5 18 - -727/426, WEBS 10 - 13- 49 1 / 556 1 Row it midIpt 5- 23, 8-18, 5- 18 NOTES- mi-rok recommends that Stabilizers and 1) Unbalanced roof live loads have been required cross bracing be installed during truss considered for this design, erection, in accordance with Stabilizer 2) Wind: ASCE 7-10; VU1t--150Mph (3-second Installation guide- gust) Vasd=l 16mph, I CDI_a-5,0psf. REACTIONS, lb/svo) 2 139110- 8-0 (inin. 0-1 10) 15 = 2310/0-3-8 ( min, 0-2-12) 11 = 48210-8-0 (min. 0-1-8) Max Herz, 2 95(L- C 17) Max Uplift 2 = 328(LC 8) 15 498(L-C 8) 11 219(LC 13) Max Grav 2 1397(_G 23) 15 = 2310(LC 1) 11 502(1C 24) RCDL= 50psr; b-16(t. CoL 11, Exp C, Encl., C,Cpvw-0,181 MWIFRS (envelope) and C-C Lxterror(2) 7ono, cantilever left and right exposed end vertical left (-,.xposed1C C for members and forces & MWFRS for reactions shown, I umber Of -=I .60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates, are, M f 20 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 fora live load of 20 Opsf on the bottom chord in all areas where I rectangle 3-6-0 tall by 2-0-0 wide will fit between FORCES. (lb) the bottom chord and any other members, with Max. Comp./Max Ten- All forces, 250 (ib) or less M"'DL = Mopst, except when shown. 7) Provide rnechanic4if connection (by others) of TOP CHORD truss to bearing plate, capable of withstanding 100 2-3 =-2746/1676, 3 4 2187/1437, Ib uplift at joint(s) oxcopt (jt--,Ib) 2=328, 15 -498, 4 -5,- 1968/1370, 5-6 1402/1046, 11 219 6 7 z- 1402/1046, 7 8- 141811050, 8-9-0/475, 9-10= 4(6/677, 10 11 = -470/449 LOAD CASE( S) BO F CHORD Standard 2-24-- 136512477, 23 24 -1365/ 2477. C', NIN 0, N "',V I iW1 w" 1 n A O v 1,- Cl e4, , it q-, 0111 1 1, 0 1 1, , I MIA F- 1,14 A foa... I inh, di I kq,w,,- r, P,04,1,4 A"'I Ih, vm, 13". k I Pco A"Il.. 1"'h h P ' " , , ` " *" " 4 " , , I"' it., i . ... ... ...... i 'I' "", ", ` - """ ""' ' "", , " , Job Truss 1 Truss Type j Oty Ply RYAN I i0ME, I St ASIDE v1 A00037001 WRCSSIDT A18C Ifir, 11 i Job Reference (optional) Al poor Tmsses, Foil P,erce, F L 34946, desogn@a1truss corn Run 3 120 s Nov 12 2017 1-not8 IM s Nov 12 2017 N40ek Industnes, Inc 1hu Apr 26 16'09 16 2018 page I ID P42uXRd__Kj2l gP7afFS28yA(irr-(IPM4U9Mad6o1 rn6rN85UdIHh7.VWxzP1 ZSZT(,,gJkzMpCf I 1'_0'0 6-10-1 11-0-0 196-14 28-0-0 35-0-0 39-0-0 43 1-15 50-00 5100 I _0A) 6-10-1 4-1-15 8-6-14 8-5-2 7-0-0 4-0-0 ' 4-1 15 6-10-1 f-o-'o React Load Deft 3/8 in 5 00112 5X6 3X8 3X6 3x4 is 5x6 5X8 4 5 6 7 8 9 2x4- 12 13 2x4 3 W5 W6 10 T1 vV3' 2 w l11, 1 W2 W it* 4 1 1.11 i:. W1 C' 12 B1 J B6 0 23 21 20 17 15 13 22 19 16 14 4x6 3x8 3x( i 6X6 5X10 3X6 4. 6 4x4 3x8MQ0HS: 3M 5x10 MT20HS 11-0- 0 19-6- 14 28-0-0 30-0-0 33-10 035-0-0 39-0-0 50-0-0 11-0- 0 8-6-14 8-5-2 2-0-0 3-100 i-26 4-0-0 11 0-0 Kate Offsets ( X,Y)-- [4:0 3-0,0-2 41, [9:0-5-12,0-2-81, [15:0-3-8,Edge], 17:0-6-8,0 2-12], [18:0-3-4,0-2-121, [20:0-2 0,0 0-81 LOADING (psf) SPACING- 2_0_0 CST. DEFL. in (Ioc) I/delf LAI PLATES GRIP TCt_L 20Y0 Plate Grin DOL 1'25 TC O78 Vort(LL) 0 30 13 29 >606 360 MT20 244/190 TGDL 10.0 Lumber DOL 1,25 BC 085 Vert(CT) 0,66 2 ' 1-26 >641 180 MT20HS 187/143 BCTL 0,0 Rep Stress Incr YES WB 0,77 Horz(CT) 0,05 15 n1a n/a BCDI_ 10.0 Code FBC2017f7 PI2014 Matrix -MS Wind(I-1.) 0 20 2:1 26 >999 240 Weight: 269 Ih 1-1 10%. LUMBER - TOP CHORD 2x4 SP No-2 `Except" T2: 2x4 SP M 30 HOT CHORD BOT CHORD 2x4 SP No.2 'Except" 2-23=-1273/2317, 22-23=-950/2048, 131: 2x4 SP M 30, B3: 2x4 SP No.3 21 -22=-950/2048. 17-18= - 1610/112 1, WEBS 2x4 SP No.3 *Except* 11-13=469/127, 18-20=0/256, W6: 2x4 SP No,2 7-18-45011414, 115-17==-2646/1455, BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. Except: 3-0- 0 oc bracing: 15-17 10-0-0 oc bracing: 18-20 WEBS 1 Row at micipt 5-23, 5 18, 8-18, 18-21 M(Tek recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 1293/0- 8-0 (rnin. 0-1-9) 15 2636/0- 3-8 (r-nin. 0-3-2) 11 254i0-8- 0 (min. 0-1-8) Max Herz 2 81(l- C 12) Max Uplift 2 307(1-, C 8) 15 = 648(LC 8) 11 = 158(L, C 13) Max Grav 2 1303(t- C 23) 15 2636(LC 1) 11 288(-C 24) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (b) or less except when shown, TOP CHORD 2- 3=-2550/ 1546, 3-4--2183/1306, 4.5-.-1977/ 1260, 5-6--1012/032, 6 7--1012/ 632, 7-8=-10241629, 8-9=-771/ 1620, 9-10--218/696, 10- 11 =-70650 8-17-1699/ 1047 WEBS 3-23= - 42 1 A47, 4-23=- 183154 1, 5 18--1 164/734, 155912881 13-17=-493/ 504, 18-21--90311878, 9-13=-325/ 599. 10-13---490/495, 9-17=-1458/ 853 NOTES- 1) Unbalanced root live leads have, been considered for this design, 2) Wind: ASCF 7- 10 Vult- 150rnph (3-second gust) Vasd=1 16reph TCIX-5,0ps!'; BCDL=5.0psf, ' li=16ft, Cat. If: Exp C; 1'ricl- GCpi=0,181 MWFRS (envelope) and C C Exterior(2) zone, cantilever left and right exposed end vertical left exposed,C-C for mernhers and forces & MWFRS for reactions shown: Lumber DOL,=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pi-'f bottom chord live load nonconcurrent with any other live loads 6) ' This tress has been designed fora live load of 20.0ps( on the bottorn chord in all areas whore a rectangle 3- 6-0 fall by 2-0-0 wide will fit between the bottom chord and any other rnernbers. 7) Provide mechanical connection (by others) of truss to hearing plate, capable of withstanding 100 If) uplift at joint(s) except (lt=lb) 2=307, 15=648, 1 1-158 LOAD CASE(S) Standard ue 'T", t' % : 1I *k I km t 1' 4 q t I I h o t' , t 4 'A sit 4A., 1 1 t h 1, j "'eA q:1 1 ^^P 1 1, D i" 0, 1, t"W N J" 'v"! "11 "111 111 k 11 "1 M 1 h 'I 4 0 "f T "'Wo- R' 'N "1 .1 t IM, 4111 ,It "1" -1. V, '4 A, It— 11 11 11," npv. V-, W"'d t' "I"', "' d 1, -wj !" t"' 1, 1, 9 'j q 1 40"1 it, 4Z tali qM 0 if"R' A 140 i"m... kmN'm ik b' M, 11 1 li'4x'anp, nny ar,:'.lt nfficJ7 toe u,iteet ,a u-hx,mi 471, . i Jot) Truss Tr uss Type City__ -Ply RYAN HOMES / SEASIDL vi A000310 ww_"'Yi I ir I A 19C, :lisp Jot) Reference (optional) Al Root lm'"Os' Fort slse'cr,,H Russ 1 120 s No, 12 201111, 1 ,,t 8 Nov 12 2017 M0 (,,,k lnduMnos, Inc I hu Ap, 26 16 09 11 201s Page I ID P42uXRd__Kj2 191"'?aff'S 28yAdtT-JbwSiVNCOQw jO(QZio?,,GUEivwIB8vKbo7OFrAzMpCG 1 0,0 9-0-0 15-5-2 21-8.9 28-0-0 35-0-0 39-0-0 41 0-0 50-0-0 51 -(_o1-0-0 9_0_0 t 6_5_2 6-3-6 6_3_8 7-0-0 1 4-0-0 '20-01 9-0-0 1 0_0 Dead I oad Deft- = 1,14 in 6X8 2x4 2x4 x4 500 2X4 i# 3X8 3x6 3x4 5)(6 7x8 3 4 5 6 7 12 121 W5 W Vv, I Wi W2 W4 WlVIAL 11 B4 W3 Ws' 10 " l 23 22 21 20 19 18 15 16 14 13 12 4X6 2x4 ii 3X6 6x6 6x10 3x6 4x 6 4 x6 3x43x8 3)(8 M I 20HS 5x10 Mf20HS 9_ 0_0 i 1 2 21-4-0 28-0-0 30-0-(? 33,10-035-0,0 41-0-0 50-0-0 9- 0-0 6_15-2 5-10-14 6_8_0 : 2-04 3-10-0 i-2 U 6-0,0 9-0-0 Plate Offsets (X,Y)-- [3:0-5 4.f,',-,dqo]. [9:0-3-4,0-3-01, 9:0-2-2,0-2-9], (16,0-6-8,0-2-12], [17i0-3 0,0 3d1], [25:0-2-4,0-4-5] LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP JUL 200 Plate Grip DOL 1,25 rC 093 Vert(LL) -0 21 23-28 >999 360 MT20 244/190 TCDL 10' 0 Lumber DOL 1,25 BC O79 Vert(CT) -0A8 23-28 >870 180 MT20113 187/143 BOLL. 00 Rep Stress Incr YES W B O87 Horz(CT) 0,06 14 n/a n/a BCD1- 10,0 Code FlIC2017/TP12014 Matnx-M,", Wincl(11) 0,29 23 28 >999 240 Weight: 264 lb FT - 10% LUMBER - TOP CHORD 2x4 -, P M 30 *Except' r3: 2x4 SP No.3 BOT CHORD BOT CHORD 2x4 SP No,2 'Except' 2-23n-1 1241221 1, 22-23=-112412220, BI: 2x4 SP M 30, B3: 2x4 SP Nc).3 21-22=-112412220, 20-21 =-1 12812257, WEBS 2x4 SP No.3 *F_ xcept* 16-17--1815/11 19, 10-12-3951195, W5: 2x4 SW No.2 7 17--3871359 14-16---253111425 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid coiling directly applied or 4- 1-3 sac bracing Except, 3-0-0 oc bracing: 14- 16 10-0-0 oc bracing: 17 - 19 WEB") I Row at nildpt 8- 17, 9-16 Mifek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 1313/0- 80 (min 0- 1-9) 14 2572/0-3-8 (min, 0.3-1) 10 299/0-8 0 (min 0-1-8) Max Elorz 2 68(l-C 12) Max Uplift 2 = 328(LG 8) 14 655( L C 8) 10 1b6(I_C 13) Max Grav 2 = 1313(t-C 23) 14 2572(l-C 1) 10 3 17(t-C 24) 8 - 1 6=- 1716/1039 WEBS 3 23-013,V), 3- 21 =- 255/647, 4-21-----404/340, 5-21--- 251/441, 5-17=-968/600, 8-177 183413462, 12-16=-262/135, 9-12-- 15/367, 17-20=-1046/2133, 9 16- 1822/1035 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A8,CI_-_ 7- 101 Volt - 1 50rnph (3 second qcjs0 Vasd= 1 16inph: T'CD[, = 5 Opsf; BCDL-5.0psf, lr=161`t ' Cat, 11 ' Exp C ' land C,Cpi=O. 18, MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed I end vertical left exposed C-C for members and farces & MWFRS for reactions shown, Lumber 00L= 1.60 plate grip DOL 1 60 1) provide adequato drainage to prevent water ponding. 4) All plates are M [20 plates unless otherwise indicated, 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurront will i any other live loans, 6) ' This truss has been designed for a live load of 20.0psf on the hottorn 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 FORCES. (lb) truss to hearing plate capable of withstanding 100 Max Comp /Max. Ten. - All forces 250 ( lb) or loss lb uplift at joint(s) OXCOpt (jt=Ab) 2=328, 14 --,655, except when shown. 10- 166. TOP CHORD 8) Graphical porlin representation does not depict 2-3--2490/1429. 3-4 263211641, the size or the: orientation of the purlin along the 4-5--2632/1641, 5-6=- 13741879, top and/or bottom chord- 6-7- 13741879, 7-8=-1404/891, 8-9-828/1829, 9-10-90/ 467 1301- CHORD I CAD CASE(S) 2- 237, 112412211, 22-23--1 12412220, Standard 1. Ojlt 11 "tt" It 11 r " I I I I I I 11 ,{F.t ,1 t,g ""t( t" 1, 'a 0,.# 1, r I 'A 6Y I 4" Pj' 4 1 1"'! toh"""' 1 luab R P f th !"mwPI, n,np,a"', rg., h15t -1w P'o" "- i"t A I YW it, '%o sot""" 1 1"4" V 9 Jcb 7russ Truss Type City Ply RYAN I 10ME-S /FAWSLUE I A0003/02, WIZCSSIDY A20DG ROOF SlIMAL GIRDER I 2 Job Reference (optional) Al Pool Trusses, Fort Pierce. FL 34946, desigri@a I (ojsscom Rung 8 120 s Nov 12 2017 Pr I a 120,1 Nov 12 2017 Mt FGk lndo5tnos, Inc Tho At), 26 16 09 19 2018 Page I ft) P42uXRd K121ql.'?afFS 28yA(irr-F2C6APSwlAt)da,iy(IDIKI-vJ2tkyrcnluFRtI w2/,MpCF 104) 1 S3 0 110-011,30 16-9-6 21-9-0 2800 li-4-13 115 0 0 38 2 6 i42-3 '1100-0 5 i010 o 6 18-0 3-4 0 OWO 5 1 6 4 11-10 630 ',,1 13 I-Vi 32-6 4 0 15 7-111-11 1 0_0 Dead Load Do" - 5/16 In 6x8 5x8 5' 0012 5x6 5X8 2x43x6 Url 3x4 U4 6x8 12 ix4 3 4 12 T4 17 48 #5 f6 9 T5 W10 13 WS W. 4 I at 71 o i 3 17 12 12, 0 4 B 5 B7 14 27 26 2) 24 37 38 23 39 40 41 22 19 17 16 21 18 4x6 4x4 7x6 5X6 6X6 6XI2 5 X 12, 6XI0 4Y6 4x8 4x4 3x6 1; 7-8-0 11-8-0 1 16-9-6 21-9-0 28-0-0 10-0-0 33-10-035-0,,038-2-6 50-0-0 7-80 4- 00 5-1-6 4-11-10 6-3-0 2_0_0 "I-10-0 1-2-0 3-2,6 11-9-10 Plate Offset-, (X, Y)-- 3:0-3-0,0-2-4], [4:0-2-7,0-2-8], [5:0-5-12,0-2-8], 10:0-5-12,0-3-0], 16:0-3-8,0-3-0], [19:0-4-4,0-2-8], t22i0-2 0,0-0-81 LOADING (psf) SPACING- 2-0-0 Csl. DEFL. in (loc) I/d(,fl L/d PLATES GRIP FCLL 20-0 Plate Grip DOL 1,25 I-C 0,90 Vert(U-) 0 :17 23-24 999 360 MT20 2441190 I'C D L 10.0 Lumber DOL 1.25 BC 0,86 Vert(CT) 0 66 23-24 634 240 BCLL 0,0 Rep Stress Inor NO WEI O98 LIorz(CT) 004 17 nia n/a RCDI_ 10,0 Code ITIC2017/1-1112014 matrix -MS Weight 587 lb FT -- 10% LUMBER - TOP CL,UODfl '> A 50 K1 x 0. BOT CHORD2x4 SP No,2 *Except' V301 CHORD B 1,B6: 2x6 SP No 2, B3: 2x4 SP No,3 32: 2x6 SP 240OF 2.0E WEBS 2x4 SP No, 3 'FXGC,'Pt* W809: 2x4 SP NO2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing Except: 5-6-9 oc bracing: 19-20 6-0-0 or; bracin( ry 16-17,14- 16, 6-0-0 oc bracing: 17-19 10-0-0 oc, bracing: 20-22 REACTIONS, lb/size) 2 213010-8- 0 ( min, 0-1-8) 14 = 318/0-8- 0 (min. 0-1-8) 17 4935/0-3- 8 (rnm. 0-2-15) Max Horz 2 ` 86( LC 9) Max Uplift 2 = 653( LC, 8) 14 638(LC 19) 17 8) Max Grav 2 2133( LC 19) 14 = 343(LC 12) 17 = 4935(l-C 1) FORCES. (10) Max. Comp./ Max. fen. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4801/1465, 3-4=-4428/1416, 4-5=-71300253, 5- 6=-842101332, 6-33=-8421/2632, 733=-8421/2632, 7-34=-345411055, 8- 34"'-3454/1055, E1-35=-345411055,35- 36--3454/1055, 9-36--3454/1055, 9-10=--349611028, 10-11=-1811/5958, 11-12-1644/5610, 12-13=-682/2270, 13-14=-62612112 BOTCHORD 2 27=-1328/ 4357, 26-27=172215676, 25-26= 1958/6441, 24-25-1958/6441, 24-37= 21()017276 37-1A-_21c017276 2-27 ---1328/4357, 26-27-=- 1722/5676, 25-26---- 1958/6441, 24 25---- -1958/6441, 24-37-- 2190/7276, 37-38-2190/7276, 23-38 =-2190/72 76, 23-39-,--223/850, 39-40--2231850, 40- 41 i:-223/850, 22-41--2231850, 19- 20=-4723/1485, 16-17=-1021/220, 14-16=-19051622. 20-22-0/366, 9-20-- 540/335, 17-19=-5024/1378, 11 19-266/141 WEBS 3 - 2 7 =, - 39 3 / 15 3 5, 4 - 2 7 17 56/5 7 4, 4-26-1202/3838, 5-26--3778/1264, 5-24-,-74112212, 6- 24=-298/192, 7-24=-463/1383, 7-23--205/269, 20-23=-1989/6495, 10-20=-2602/8697, 10-19--,-1289/424, 16-19=-1133/550, 12-16=-229/948, 13- 16= 545/301, 12-19-.5114/1422, 7- 20--4027/1262 NOTES- 1) 2-ply truss to be connected together with 10d 0, 13 1"xX) nails as follows: Top chords connected as follows: 2x4 1 row at 0-9 r) oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0 6-0 oc,, 2x4 - 1 row at 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9 0 0C_ 2) All loads are considered equally applied to all It", except if rioted as front (F) or back (B) face in the, LOAD CASF(S) section. Ply to ply connections have been provided to distribute, only loads noted as (F) or ( B), unless otherwise indicated, 3) Unbalanced roof live leads have hoon considered for this design, 4) Wind: ASCU 7- 10, Vult= 150inph (3 second gust) Vasd=l 16rnph ' VCDL= 5 Opsf: BCDt S'Opsfl h= I 6ft, Cat, llt FXp C' I-Incl" GCpi=(J 18, MWFFS (envelope); cantilever left and right it ex posed end verticalleft exposed; Lumber I_,)OL----1,60 [) late qnp DOL=l 60 5) Provide adequate drainage to ficeverf water ponding 6) This truss has been designed fora 10 0 psf bottom chord liv,,, lo.-)d nonconctirrr,.nt with '-inv 7) ' This truss, has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle: 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) except Ot=lb) 2-653, 14 =638, 17--1383, 9) Hanger(s) or other connection dovice(s),shall be provided sufficient to support concentrated load(s) 163 lb down and 125 lb tip at 20-8-12, 163 lb down and 125 lb tip at 22 -8- 12, and 163 lb down and 125 Ib it[) at 24-8-12, and 163 Ib down and 125 lb tip at 26-8-12 on top chord, and 1791 In down and 592 Ib up at 18-8-12, 88 1h down at 20 8-12, 88 lb down at 22-8-12, and 88 lb down at 24-8-12, and 88 lb down at 26-8,12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others - LOAD CASES) Standard 1) Dead + Roof Live ( balanced): Lumber Increase-1,25, Plate lncrease= l 25 Uniform Lands (plf) Vert: 1- 3=-60, 3- 4=-60, 4-5-60, 5-10=-603 10- 1 2= -60, 12- 15-60, 2-22--20, 21-22--,-- 20, 19-20=-20, 17-18=- 20, 17-30=-20 Concentrated Loads (lb) Vert: 33- 123(F) 34=- 123(F) 35-123(F) 36=- 123(F) 37--1791( F) 38=-71fl 39-71(F 40- 71 (F) 41 -7 1 (F) r S k Io l l W, 1, IA" ,I 1 r A 1 iA il"- Amtmy 1 4'aI, W P I,zi"' nA"th, "11's X"", 'f'-, 'WI It P I Job Truss Truss Type City Ply PYAN HOMLS JSlA,,,IDV vI A0003103: WRCSS 11) 1 colo I III) Grde' I I Job Reference (optional) Al Roof Trusses , Fort t 1, 34946, dewPI(q)alliuSS con, Ri 8 1 M s Nov 12 2017 11 )1, 8 120 s N.v 12 2017 N10-ck Industries, Inc Thu At), 26 16 09 20 2018 Page 1 10 P42uXRd Kj? 1 (jP'4)tFS 28yAdn jAcaKWP4hl ISFi98N xYZt /sl 1181 al, MT2U50LJSV" MpCD 1-0-0 6-4-0 15 6-4 17_3_3 22-0-0 1_0_0 6_4_0 9 2-4 1_8 15 4.8-13 6-4-0 64-0 LOADING psf) SPACING- 2_0_0 TOLL 200 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1 25 BOLL 00 Rop Stress Inor NO 13CDL 100 Code FBC2017/11112014 LUMBER - TOP CHOW) 2x4 SP No-2 11 xc(,,pt* 1-2: 2x4 SP M 30 130T CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6 0 0 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 6-0-0 oc bracing, Except: 9-1-5oicbracing: 11-11 MiTek 1-0GOUnfrionds that Stabilizers and re(luired cross bracing be installed during truss erection, in accordance, with Stabilizer Installation guide - 15.8-0 9-4-0 CSL DEFL. in (too) 1/do I-C 062 Vert(I-L) 0,12 11-13 90 13C 0,68 Vert(CT) 0,23 11-13 47 WB 0,46 Hou(C-17) 0,01 10 it/ Matrix -MS Wind(L-) 0,07 13-16 99 REACTIONS. All hearings 15-8-0 except (It =Ionqth) 10=0-8-0 lb) - Max Hoe 2n 78(,C 8) Max Uplift All uplift 100 In or less at joint(s) except 2=- I15(LC34), 13-461(l-C 5), 1 0= - 1 89(-C, 31), 11 --, 505(-C 5) Max (,I -IV All reactions 250 In or less at joint(s) 10 except 2-=276(1__C 26), 13=1053([-C 19), 11 -- I 166(t-C 20), 1 1= I 162(t-C 1), 2--,26l(I,,C 1) FORCES, (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, 130T CHORD 12 13- 388/633, 11-12-- 3WV633 WEBS 3 13=436/285, 5-11 = 73W394, 4-13----830t528. 4-11 =-662/352 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCIF 7-10: Vult=150vnph (3-second gust) Vasd=1 16mph: TGDL_---5,0ftsf, 13GU-5,0pq, fi-lfift, Cat, 11; Exp C ' Encl_ GCpi.--,O 18; MWFRS envelope), cantilever left and right exposed , end vertical left exposed porch right exposed, Lumber 4) this truss has been designed for a 10.0 p,-,f bottom chord liv(, load nonconcurient 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 whole I 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 hearing plato capable of withstanding 115 In uplift at joint 2, 461 In uplift at joint 13, 189 lb uplift at joint 10, 505 it) uplift at joint 11 and 115 In uplift at joint 2, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 In down and 170 lb up at 6-4-0, 103 Ib (town and 113 lb tit) at 8-4-12, 103 Ib down and 113 in up at 10-4-12, and 103 lb down and 113 In kit) at 12-4-12, and !it 3 In down and 324 In up at 13 7 4 on top chord The designisoloction of such Connection device(s) is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE(S) star)(tird 1) Dead t Roof Live (balanced): 1-umber lncroaso-1,25, Plate Increase- 1 .25 Uniform Loads (PIO Vert: 1 -3=-60, 3-6 =,60, 6 8= 60, 9 14 - 20 Concentrated Loads (11h) Vert' 3-74(B) 17 =-103(13) 1&--103(B) 19 - 103(B) 20 -5 13 I I 3_3 21-40 22-0-0 1 7-3 4-0-13 0-8-0 fl L/d PLATES GRIP 3 360 M-f 20 244/190 1 180 9 240 "'eight, 97 Ib FT_ = 10% Job ITruss TRiss Type :Qty Ply RYAN I 10MES / St ASIOE 0 i i A0003704i CO2D Hip Job Reference (optional) A I Root busses. Fort 11,orce, FL 34946, deslqll((?a I truss com Run: 8 120 a Nov 12 2017 Pintt 8 120,,NoYI22017MiTekitidustrtes,itic 1 hu Apr 26 16 09 21 2018 llage I ID P42uXRd Kj2lgP?a(FS 28yAdir-BNAzXsQiSeQJstkL..xe4oQKONXXgW4rbBilmR _xzMp((, 8-4-0 15-3-3 22-0-0 1-0-0 8-4-0 6-11-3 6-8-13 5x6 4x8 4 12 Dead Load Den - 3/ 16 m I 5x4 fi 2x4 6 A6 yV'% 2 A; 10 3x4 3X4 3x4 I 5x4 1 5x4 3X3 ii 8-4-0 15-3-3 15-4-0 21-4-0 32-040 8-4-0 6 11-3 00-13 60-0 0-80 Plate Offsets (X,Y)-- 20-1 -110,Fdge], f3:0-3-0,0-2-4j, [4:0-5 0,0-2-01 LOADING ( psf) SPACING- 2-0-0 G.5L REEL. in (loc) Well Lid PLATES GRIP TUL 20.0 Plato Grip F)OF, 1,25 TC 0A5 V(,r((L,,L) 0,15 11 14 999 360 IVIT20 244/190 TCDL 100 Lumber DOL 1,25 BC 0,76 Vert(CT) 0,34 11-14 539 180 BCLL 0.0 Rep Stress Incr YFS WB 0,34 Horz(CT) 0,01 8 n1a n/a 11CUL 10.0 Code F13C2017fT'1112014 Matnx-MS Wind([-[-) 0,23 11-14 800 240 Weight 92 1h FT - 10%,, LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEB") 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOrCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 6-8 oc; bracing. 2- 11 MiTek recommends that Stabilwers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 678/0-8-0 (min 0-1-8) 9 794/0-8-0 (rain. 0-1-8) 3 33610-8-0 (rein. 0-1-8) Max Herz 2 x 91(1-C 12) 2) Wind: ASCF 7- 10 ' Volt- I 50mph (3-second gust) Vasd- I 16rnph; TGDL„!i Opsf; BCDL= 5.0psf; tr=16ft; Cat. It; Fxp C; Fncl_ G, Cpt0.18; MWFRS (envelope) and C-C Elxtenor(2) zone, cantilever left and right exposed end vertical left exposed; porch right oxposed;C C for members and forces & MWFIRS for reactions shown, Lumber DOL=11 .60 plate grip DOL=11, 60 3) Provide adequate drainage to Prevent water ponding, 4) This truss has been designed for a 10.0 Fist bottom chord live load nonconcurront 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 rec tangle 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 188 lb Uplift at joint 2, 209 lb uplift at joint 9 and 213 lb uplift at joint 8- Max Uplift 2 188( LC 12) 9 209( L,C 9) LOAD CASE(S) 8 = 213( LC 9) Standard Max Grav 2 678( LC 1 9 794( LC I 3 336( 1,C 1 FORCES. (lb) Max. Cornp./ Max, Ton. - All forces 250 (lb) or less, except when shown. TOP CHORD 2-3- 916/637, 3-4-- 7621679, 4-a-- 180/366 BOT CHORD 2 -11 =- 4941768 WEBS 4- 11 =- 318/815, 4 -9--6821358, 5-8=- 307/311 NOTES- 1) Unbalanced roof live loads have been considered for this design W, 'iW'' 4 1 t i' N r`.;'" ' 4"F, ,i o! 1 1, C .4 '4' .,[1 '41' o—, l,' I it, "01 W "4 if 1, W1, if W"' 1'4", 1 'A A 1 4— 11 11 1, 1 11 , ll, I , 1 1- Z -1,, 11 M 114 11! 111"4 1 'o"I 'I l" " p'l 'i il l I u i' >-hA km"'O imtclr F. A'Ah-1 Jot) Truss Truss Type oly Ply iRYAN I i0MES / SLASUF i A0003105: wrzcs5 11) 1, 1 UP lot) Reference (optional) Al Roof nusses, Fort Pierce, FL 34946, Run 8 120 s Noy 12 2017 I'mit 8 120 s Nov 12 2017 Mt I Gk Industries, Inc (hu Ap, 26 16 09 22 20, 18 Paq)e I ID P42uXRd K121qP?afFS '28yAdfr-b7kt,1CRKDy/AU I JXVMI)I,,,Yxcfx ypGSKVP,10XN/MpGB 1-0-0 7-8-5 10-4 0 13-3-3 154-0 21 _0 0 22-00 1- 0-0 7-8 S 2-7-11 2-11-3 2 0 13 ,) 8 0 1_0_0 ead Load f)0I - 5116 in Bi 3 9 3 x4 10 4x4 3x4 3X4 1 5x4 I 5x4 10 - 1 0 10 4 0 Plate Offsets (X,Y)-- 4:0-1-4,0-1-12), [5:0-2-0,0-2 11 LOADING ( pst) SPACING- 2_0 0 TGU_ 200 Plate Grip DO(, 1,25 TCDI_ 10, 0 1-Urnber DOL 1,25 13CIA, 0, 0 Rep Stress Iner YES BCDI,, 10' 0 Code FB('201711'PI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid coding directly applied or 10-0-0 oc bracing Except: 7- 3- 10 oc bracing: 2-13, MiT(-,,k recommends that Stabili,,ers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lblsi/ e) 2 687/ 0-8-0 (min 0-1-8) 11 791/ 0-8-0 (min. 0-1 8) 10 33110- 8-0 (min, 0-1-8) Max Hor/ 2 12) Max Uplift 2 190( IJ_-. 12) 11 19: 1(1-c 9) 10 192( t, C 9) Max Grav 2 687( L,C 1 I 1 79 1 (t,C 1 10 = 337( L(-, 24) FORCES. (lb) Max, Cornp,/ Max, I on, - All forces 250 (In) or less except when shown TOP CHORD 2-3=- 940/672, 3-4--649/524, 4-5- 146/380, 5-6, 183/396, 6-7=- 1871266 BOT CHORD 2-13=- 546/827, 12-13---235/549, 11-12z, 2351549 WEBS 3- 13, - 441/478, 4-13 --- 267/536, 4-1 1 =,615/139, 6 11 --339/317, 7-10=- 282/302 22 0 0 15 44) 21 0 () 21 5_0 0 S 8 0 0 4_0 0 8 0 DEFL. in ( Ioc) 1/(I(,fl I- id PLATES GRIP TC O67 Vert(t-L) -0,26 13-16 718 360 MT20 2441190 BC 0 i; 8 Vert(CT) -0,57 13-16 321 180 WB 0,49 HorZ(CT) 0,02 10 Ilia n/a Matrix MS Wind( t,t ) 0,20 13 16 940 240 Weight 98 lb F f -7 10% 2) Wind ASCL 7 10: ViJIV-- 150rnph (3-SOCOnd just) Vasd - I l6rriph; TGDt- 5 Opsf b-16ft. Cat. 11, Fxp 6, Encl., GC,pr-0, 18: MWFRS (envelope) and G-C Fxtorior(' 2) zone; cantilever loft and right exposed end vortical left exposed, Porch right oxpcised,C-C for members and forces & MWFRS for reactions shown, Lumber 001-7-- 1.60 plate grip DOI_=-1'60 3) Provide adequate drainage to prevent water porlding. 4) This truss has been designed for a 10 0 list hottorn chord live load nonconcurrent with any other live loads, 5) ' This truss has been designed for a live load of;10 Op, f on the holtorn 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 in is% to bearing plate capable of withstanding 190 lb uplift at joint 2, 193 In uplift at joint 11 and 192 11) uplift at joint 10, LOAD CASE(S) Standard NOTES- Le 4, " qzj, I I rA I'- t,4 1" j" 1 A i' A _0 1f 90 3" 1 Job T(kiss Truss Type iOty Ply RYAN I iOMFS I SEASIDE v1i A00037W WRCSSIDF c'I 1 !Go, ner Jack Job Reference (optional) Al Root Trusses Fort 11irce, F 1, 34946, corr, Run: 8.120 s Nov 12 2017 Print 3 120 s Nov 12 2017 M. Vek Industrie,,, Inc I bu Apr 26 16 09 22 2018 Page I ID P42uXRd Kj21qP?a(F3 28yAd1T-f7kI ICRKI)yZALJIJXVMblzYxlixBR[)N5KyPli?XNzMr)CR 1-0-0 0-11-11 1-00 0-11-11 vi 0 LOADING (psf) SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1,25 T(.'O(- 10.0 Lumber DOL. 1.25 BCLL M) Pop Stress Incr YES BCDL 10,0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No-2 BOV CHORD 2x4,PNo,2 BRACING - TOP CHORD Structural wood sheathing directly applied or' 0 11 11 oc purfins BOI CHORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. All beatings 0 115 except (jt-length) T-Mochanical. lb) - Max Horz 2= 35(I-G 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 2,4 Max Grav All reactions 250 lb or less at joint(s) 3, 2, 4, 2 FORCES. (1h) Max. Comp,/Max, Ten. - All forces 250 (Ib) or less except when shown, NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd=l 16mph, TCDL-5.0ps[, BCDL-5,0psf, h--16ftl t. 11 ' Fxp C, Lncl_ GCpr-0.18: MWFRS envelop(,) and C-C Exterior(2) Zone, GWWOVer left and right exposed I end vertical left exposed.C-C for members and forces & MWFRS for reactions shown; Umber DOL-1.60 plate grip DOL=l 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall 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 hearing plate capable of withstanding 100 In uplift at joints) 3, 2, 4, 2, 2x4 4 CSL DEFL, in loc) Well L/d TC 0,09 Vert(U-) 000 5 999 360 11C 0, 01 Vert(CT) 0,00 5 999 180 WB 0 00 Horz(U) 0,00 2 n1a n/a Matrix -MP Wind(U-) 0-00 5 999 240 PLATES GRIP MT20 2441190 Weight: 5 lb F-I - 10'% I :,Wt I, " 3—, 7:, I f, W.—, 1d1 ,, , - I 04 ,j- I N ., I' , N I 11'1 A lfi 1, 41I p -pn, 0, M k6—— id' f1, 110 ,14 1,11 61flI I,,I "I 0 01 "") Rdt, 4 1 GO ],,-I iot,,r l i,,mb, ir f— po"404 . lhl,i the x1 n", t,,m I I CIO rsae, AOwI t P I Job Truss I Truss Type 4ty Ply RYAN I K)MI-S ISI AsIDE v1 A0003/0/: WfIC1111"ID1 GJIA iCome. Jack Job Relerencc (optional) Al Roof frusos, I on fl,eo e, I f, ,4946,dos qo((Paltoj,s c Rw, 8 120 Nov i2 MI I fliot 8 1 10 s Nov 12 2011 Wel, lnewhies, Inc Thu Apf 26 16 (19 23 2018 Patio, I 11) P42uXRd Kj2l(jP',`afFS 28yAdur III ilyYSz Gh I6BtI336GVITxpl XlYqIJJA3rY3q7Mp(,A 0-11-11 0-11-11 500. 12 I LOADING (psf) SPACING- 20-0 CSL DEFL, in 10c) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grin DOL 1.25 T-C, ()Of Vorl(LI-) 0,00 4 999 360 MT20 244/190 TGDL 10.0 Lumber DOL 125 B c ()Of vert(cl) 000 4 999 180 BcI-l- 0,0 Rep Stress Incr YLS WB 0Y00 Horz(CT) 0.00 3 n/a n/a BCD[- 10,() Code FBC2017[TP12014 Matrix MP Wind(H-) 000 4 999 240 Weight: 3 Ila FT = 10%, LUMBER - TOP CHORD 2x4 SP No.2 BO-l'0iORD 2x4 ;P No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0 1 1 -11 oc purlins, BOI CHORD Rigid coiling directly applied or 10-0-0 oc bracing M Tok rei -commends that Stabilizers and required cross ttracing be insta0ed dre'ing truss erection, in accordance. with Stabilizer Installation guide. REACTIONS. Ib/size) 1 38/0 8-0 (min. 0 1 8) 2 21/Mechaniuil 3 18/Mechameal Max Horz 1 = 18(1-c 12) Max Uplift 1 7(LC 12) 2 = 11(LC 12) 3 = 5(t-C 12) Max Grav 1 38(LC 1) 2 2 1 (LC 1) 3 = 18(1-c 1) FORCES, (1b) Max. Corrip./Max, Ten. - All forces 250 (11b) or less except when shown. NOTES- 1) Wind: ASCF 7 10, VkJlt- I,')01nph (3-socond gust) Vasid-1 l6rnph ' r(A)L--,5,0psf1 BCDL =5 Opsf, h= 16ft. Cal, 11, Fxp C, Friel., GCpi- O. 18, MWf- RS envelope) and C-C Exterior(2) zone, cantilever left and right exposed end vertical left exposed C-C, for mernhors, and forces & MWI- PS for reactions shown; Lumber DOL-I 60 plate grip DOL-1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrent with any other live loads, 3) ' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) R(,,f(,r to girder(s) for truss to truss connections. 1,,Y. "4, 1111111— 'cD I 11 w I , I,. it, I v, t 'V, N t t 1, I -t' 0 .1i 1, 1 1 li,10 i, I 0 "1 ;' 114 fo, 0'!' V i, :1 '4 bO 0,—"! 11 t'- Av, I 'tt. Wor—,"q iO',' 0 I !"a" I "N "rr- Job Trtlss Truss Typc Oty Ply RYAN HOMI-S / St ASCE vl A0001/W WWSS'IDT icilp Corner Jack Job Rotcrerice (optional) i At Roof 1russes, tort Pierce, I'L, 34946, coin Run 8120s Nov 12 2011Print 8 120 s Nov 12 2011 Milek Indtsiltics, Inc, Uri Apr 26 16 0924 2018 Page 1 lD,P42UXRd Kj21(jP?tA(FS ?8yAdrr-(;yi5AtjSbi7ptii[,Swc"idV2z05F1s IlGbdPja5bGzMpC9 LOADING (psf) SPACING- 2_0_0 r(A-1 20,0 Plate Grip DOI, 1.25 TCDL 10.0 Lumber DOL 1,25 BOLL 0,0 Rep Stress Incr YES BCDL 10,0 Code FBC20171FP12014 LUMBER - TOP CHORD 2x4,',PNo,2 BOT CHORD 2x4 SP No-2 BRACING - TOP CI JORD StRictural wood sheathing directly applied or 0-11-11 oc purlins. 1,30 r CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. Mffek recommends that Stabilizer,, and required cross bracing be installed during tross erection, in accordance with Stabilizer Installation guide, REACTIONS. lbisi/e) 3 8/Mechanical 2 13010-7-4 (roin,0-1-8) Max Horz, 2 = 35(LC 8) Max Uplift 2 72(U, 8) Max Grav 3 19(LC 3) 2 = 130(LC 1) FORCES. (1b) Max. Comp./Max. Teo, - All forces 250 (1h) or less except when shown- NOTES- 1) Wind: ASCF 7- 101 Vult= 1 50mph (3-second gust) Vasd=l 16mph. TCIDL=5.0psf, BCDL,=5,0psf; h=16fL Cat IT: Exp G ' Encl.,GCpi=0, 18 ' M W F f S envelope) and G C, Exterior(2) zone, cantilever left and right exposed ; end vertical left exposod, porch left exposed-IC-C for meallners, and forces & MWFRS for reactions shown, Lumber DOI---,--1,60 plate gr ip DOL - 1 .60 2) This truss has been designed for a 10.0 psf bottom chord live load noncoricurrent with any other hve loads. 3) ' This Truss has been designed for a live load of 20,0psf on the hollorn 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 j Refer to girder(s) for Truss to truss connections. 51 ) Provide rnechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 2. I 0_0 0- i 1 - I I 1-0-0 0-11-11 S.rio, 12, 0 CS1. TEFL. in loc) T C 0,09 Veri(l-L) 000 7 13C 0.01 Vert(CT) 000 7 WB 0,00 Horz(CT) 000 2 Matrix -MP Wind(LI-) 0,00 7 i 4 Udofl Ud PLATES GRIP 999 360 MT20 244/190 999 180 n/a n1a 999 240 Weight: 5 lb FT , 101% is 5.ar r.", I —VI, — to 4 ' 'C_cA, 'N R' Hill a, , 1, 1- 1— i" It,1110 H R. r" 0 iA 'r, 4 e 4 W A '! y",t 4 M4 I kt,drm ... Aah ... I N Pit HonH-%" WW i e,b U N Job Truss Ti Liss Type City Ply RYAN HOME S 031FASIDIF v1 A0003709: WLZU"S101 Gomer,Jack 4 fJob Reference (optional) At Roof Jmssw, For( I 1- 34946, des,(Jn((P i I ums com Run 8 120 s Nov 12 2017 Pont 8 120 s Nov 12 2011 M, Tek lndustnos, Inc I hu Apr 2G 16 of 24 2018 [1,1( ge I lDiP42uXRd Kj21qP?afFS 28yAdrr,-cyr5AuSbIZpujI Swcr)i(IV2zO iMlr7NGbdPiaibGzMpC9 1-0-12 1-6-15 1 0-12 1-6-15 LOADING (psf) SPACING- 2-0-0 CS1, TCLI- 20.0 Plate Grip ()0[, 1,25 TC 0,21 FCDI- 10,0 Lumber DOL 1.25 BC 0,06 BCIA, 0.0 Rep Stress Incr YES WB 0.00 BCDL 10,0 Code FBC2017fl P12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP NO,2 BOT'CHORD 2x4 SFINo,2 WEBS 2x4 SP No 3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 0C puffins, except end verlicals, 1101 CHORD Rigid coiling directly applied or 10- 0 0 oc bracing, Nli Vok recommends that Stabilizers and required cross bracing be installed durinq truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lblsize) 5 = 160/0-7-4 (rmn.0-1 8) 3 = 19/Mochanical 4 = 7/Mechanical Max Tiorl 5 L,, 53(I-C 9) Max Uplift 5 84(LC 8) 3 26(LC 12) 4 Max Grav 5 160(LC- 1) 3 19(LC 1) 4 25(LG 3) FORCES, (lb) Max, Comp,/Max. Ion, - All forces 250 (11h) or less except When shown NOTES- 1) Wind: A3,CE 7-10, Vult l 50mph (3-second gust) Vasd=1 16(riph i , BCFA 5 Opsf , h=16ft, Cat. 11 , L-xp C, Encl., (',Cpi=0,18, MWFRS envelope) and C C Fxtenar(2) zone, cantilever left and right exposed , end vertical left exposed; porch left oxposed;C-C for membors and fon-'e", & MWFRS for reactions shown; Lumber DOL- L60 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 load.,-, 3) ' this truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the 15 OW I :i i, !: I 5x4 TI 51 SX4 II 4 1 6- 15 1-6-15 DEFL. in loc) Weft Ud PLATES GRIP Vort(LI-) OM 5 999 240 MT20 244/190 Vert(CT) -0,00 5 999 180 Horz(GT) -0,00 3 n/a n(a Weight 8 Ib FT - 10% 5) Provide mechanical connection (by others) of truss to hearing plate capable, of withstanding 100 lh uplift at joint(s) 5, 3, 4, LOAD CASE(S) Standard kA- 0 J A J, -4 1 J-,-, ij,,: Alt— I : '1 1 L A 1- 4 11 i 5,i, rv! W W 1, - k A 11, 4 4 4 lj 11 "1 1, T! 'A V 111 W I 4 W S , , w - , - ), , l - I-, x ..t t; 4 0 o,t r "', , jhl , ""', I t n rM I : n 't , A "Ov, I, , 1 1 , lif " F, 'p, 't""'a I, s4 , g'! £ v,o ,, 7'y 1 o! . , , o > 010, IfI , N 1h , ., v, , .m , I, I : , m A L,i 1 . I e I A'!! mI Job ;Trrjss i T; uss Type Qty Ply RYAN HOME S / SC ASIDE 0 A00031W WRCSSIDT 5 Job Reference; (optional) Al Root trusses, Fort Pierce, Ft, 34946. dcsigo(Naltmss com Run 8 120 1 Nev 12 2017 Rut 8 120s Nov 12 2011 Milek 1pdsrrws, Inc Thu Air 26 16 09 25 M18 Page I 10P42uXRd__Kj2lqP?afFS )8yAdrr-4iiPTNFFI)VtxlLV16AU8kaAZGx9BzOlrrteNKf8izM[)C8 1-0-0 2-11-11 1-0-0 2-11-11 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) Well I FCLL 20.0 Plate Grip DOL 1.25 TC 0,09 Vert(LL) -0,00 7 999 360 TCDL 10,0 Lumber DOL 1.25 BC 009 Ved(CT) 0,01 4-7 999 180 BCLJ- 0,0 Rep Stress Incr YES WEI 000 I-Aor/(CT) -000 3 n1a n/a BCDL 10,0 Code FBC20171FP12014 Matnx-MP Wind(U) 001 47 999 240 LUMBER - I OP CHORD 2x4 SP No-2 NOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) FOP CHORD Standard Structural wood sheathing directly applied or 2-11 -11 oc purlins. BO I* cl- IORD Rigid ceiling directly applied or 10-0-0 oc bracing. g MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide_ REACTIONS. Ih(sizo) 3 70/Mechancal 2 = 187/08,0 (ruin.0-11-8) 4 361'Mochanical Max Hori, 2 = 68(LC 12) Max Uplift 3 43(t,C 12) 2 6 1 (t-C, 8) Max Grav 3 70(LC I 2 187([,,C 1) 4 51 (LC 3) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or loss except when shown, NOTES- 1) Wind: ASCF 7-101 Vult= 15(imph (3-second gust) Vasd=1 16(nph, TCDL--5.0psf, BCDL=5.0psf, tv- 16ft; Cat. 11, F-xp C, Encl., GCpr=0,18, MWFRS envelope) and C C Exterior(2) zone; cantilever left and right exposed , end vertical left exposedIC-C for members and forces & MWFRS, for reactions Lumber DOL= 1,60 plate. grip 1)01-- 1,60 2) This trLl',,S has been designed for a 10.O 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 bottern chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wine 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 other,,,) of PLATES GRIP M V20 2441190 Wciqht: 11 In FT = I O'Y,, ro 4+ M,t - 1+!A 3 p ", A,4 ,, " 11, , , , - *.' ,, ; . n,— I 4', Z 11, -, 1, ,O "j" Olq *1i 'I'll Pl 141 1 14 1, V, 0 "1 il I N 1 ,, ,V '1 1 1 1, 'Irt I" 1 1 1 U11,11, A V 'k,,t a F d a N r, k 0 4, 1,4 WoAl. 11 `11 1 41 41, 1,n. W- q—, q '1, -14 V,;— 0" Am,,, > Of lw,, 'A'v.f J,,b Tru-,s Truss'Type Oty Ply ItYAN I 10MI, S iSl ASIDE 0 A00037111 WRGSSIDI C-HA Cowo,,Jack i 1 1 Job Reference (optional) Al Roof T,usrov, off fl,ome FI, 34946,desIqn@a ItIuss co.11 Run 8 120 s Nov 12 2017 Print 8 1 2Os Nov 12 2017 M, I (,,k Industries, Inc Thu Apr 26 16 09 26 2018 Page 1 11) P42(jXf4d, Kj2 lqP')afFS 28yAdfr-YKwsaaUfGB3c,,,ec(kBfz/O,'iRUYXilA5ws13('q8zMpC/ 2-11-11 2-11 11 2X.I 2 11 11 Plate Offsets (X.Y)-- [1:0-0 2,F-dgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udell Lid PLATES GRIP T-CLL 200 Plato Ginp DOi- 1 25 T C, 0I I Vert(H-) 0,00 3-6 999 360 MT20 244/190 I' CDL 101 0 Lumber DOB. 1 25 BC 0 12 Vert(CT) 0,01 3 6 999 180 BU- 1- (I () * Rep Stress ln(,,r Y f - I) WR 0A)0 Flor7((T) 0.00 2 n/a n/a BCD1, 100 Code I-TIG201711 P12014 Matrix -MP Wind(ll) 0,01 3 -6 999 240 Weight, 9 lb F I 10% LUII I OP CHORD 2x4 SP Na.2 LOT CHOPI) 2x4 SP No.2 BRACING- LOAD CASE(S) FOP CHORD Standard StRIG4, 11-31 Wood S110a1hloq dIrCC1y applied Or 2 11 1 1 oc Puffins. F30T CHORD Rigid ceiling directly applied or 10-0 0 oc; bracing. MiTek recommends that Stabthzers, and required G(0-',,S bracing be IIIS41110d doling truss erection, In accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 1 - 11 6/mechanical 2 75/Mechanical 3 42/Mochanical Max Hou 53( t -C 12) Max Uplift 1 n(--c 12) 2 45(-C 12) 3 1 (LC 12) Max Gjav 116( LC 1) 75( L,C 1) 3 53(L-C 3) FORCES, ( lb) Max, Comp /Max. Ten, - Ali forces 250 (11b) or loss excerpt when shown. NOTES- 1) Wind: ASC,1_1 7 10, Vult:-150mph (3-secondgust) 5 0p,"'f, [1' 1 Elf, III Fxp , Loci , GCpi---o 18, MWFRS envelope) and C C Fxtenor(2) lone, cantilever left and right exposed , end vertical left exposed,(-, C for members and forces & MWFRI-) for reactions shown, Lumber DOL=l .60 plate grip D01- -- 1 .60 2) This truss, has been designed for a 10,0 psf bottorn chord live load nonconcurront with any other Live loads, 3) * This truss has been designed for a live load of 20, 0psf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other inetnhers W : 1 otl V t >kY'1— " S M , 4-4- 11 W-- W-1 'N '!Ili I !I,! - 1 Y W" O I, "'1 —1 "11, 1 II P i %11V,4'100 t, =Iu I P,0 r" r t iJob TRISS aTruss Type 1Ory I Ply RYAN I 10 MES / SE- ASI 1) E--, v I A00037121 WRCSSID1 GJ31" iC,trrnerJack 2 Job Reference (Optional) Al Poor Trusses, F our Pierce, Fl 34946, desiqll(Pal Ims', corn Poo 8 120 s Nov 12 2011 poor 3 120 s Nov 12 2011 MiTek 1.dostoos, Inc I I Apr 26 16 09 26 2018 Page, I lDi P4 2(jXRd__Kj2l gP?afFS 28yAd(r YK-,siaUrGB3czecikBfz/OI)QyYWtiIA5wsl3cg8zmt)CI 1-0-0 2-11-11 100 2-11-11 ry Bi 0 2x4 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES rcL,L- 20,0 Plate Grip DOL 1,25 T-C 0,14 Verl(-l-) 0.01 4-7 999 240 MT20 f-CDL 10.0 Lumber DOL 1.25 BC 0,14 Vert(u) -0.01 4-7 999 180 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix MP LUMBER- T'011 CHORD 2x4 SP NO,2 1--IOT CHORD 2x4 SP Ncr2 BRACING- LOAD CASE(S) TOP CHORD Standard Structuraltructural wood sheathing directly applied or 2-11-11 cc purlins, BOT CHORD Rigid ceiling directly applied or 10-0 .0 oc bracing. Mr-l-ek recommends that Stabilizers and required cross bracing be installed driving truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lblsrze) 3 70/Mechanical 2 18710-8-0 (min. 0- 1-8) 4 = 36/Mechanical Max Hot-/- 2 68(1-C 12) Max Uplift 3 43(LC 12) 2 105(LC 8) 4 31(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 51 (I-C 3) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (to) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150rnph (3-second gust) Vas&l 16rnph, T'CDI--,5,0psf1 BCDL-S,Opsf: h-1611, Cat. 11: Exp C: Encl_ GCpi.--0.181 MWFRS envelope) and C C Lxtenor(2) zone, cantilever left and right exposed . end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOI, = 1 60 plate grip DOL'- 1 .60 2) This truss has been designed fora 10,0 list bottom chord live load nonconcurrent with any other live toads. 3) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. GRIP 2441190 Weight: 11 In FT = 10% 0" "1 f"r" I ern 14 11 n-, 1*1 'k, W"I", 11, 0 1 -rIf"i A—, 0' 0 1. 11' t '41" # # d, ;1 4, 11. -$Wi 9 V I 41: O Job TrUSS Truss Type City Ply RYAN HOME_'; / SEASH-A, v I WI3GS,S1DT C33 T A0003Y13i Gtinie,,Iack ;? JQD "Wevence (optional) Al Roof I ritsse, I oa 11.erw ( 1, 34946, 1 tmn 8 120 s Nov 12 2011 P,mt 8 120'; Nol 12 A kit I ek i"dustries, Inc I hu Ap, 26 16 09 27 2013 I'lage i I IDP42uXRd.K121yP'WF3 28yA(Jii-OXXEovV-flLJB-F iof3UIvACgb(/(,,ytkUdK45iip, iiCbzMpC6 1-0-0 2-11-11 2-11-11 LOADING (psf) SPACING- 20-0 CSL DEFL. in (loc) VCLL 20,0 Plate Grip DOL 1.25 TC 0,27 Ved(I-L) 0,04 4 TGOL 100 t,urnber DOL 1,25 BC 0.20 W"n(C-1) 0,09 4 BCt-L 0,0 Rep Stress Incr YFS WB 0 00 Horz(CT) 0,00 3 Bcot- 10,0 Code FBC2017IT-PI2014 Matrix -MP Wind(I 1-) 0,03 4 LUMBER - TOP CHORD 2x4 SFI No 2 ROT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11 -11 oc purfiris, BOVCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mifek recornmends that Stabilizers and required cross bracing be installed durinq truss erection, in accordance with Stabilizer Installation guide. REACTIONS. Ib/srzo) 3 104/Mechanrcal 3 = 1041Mechanical 2 187/0-8-0 (min. 0-1-8) Max Her/ 2 = fiII(l-c 12) Max Uplift 3 43(1-C 12) 2 Max Grav 3 = 104(L-C 1) 3 = 104(L-C 1) 2 187(LC 1) FORCES. (lb) Max, Comp,/Max. Ton All forces 250 (11b) or less except when shown. NOTES- 1) Wind: ASCI- 7- 10. V(Iit----1 50niph (3-socond gust) t6unph Opsf'13CDI.----5,0p4 ' h - 1614; pi ,-0,181 MWf PS envelope) and G-C Exterior(2) zone, cantilever left and light exposed , end vortical left eXpose(tc C for vrietab,ers and forces & MWFRS for reactions shown; Lumber(, DO - 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) ' -1 his truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refor to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Ikjefl Ud PLATES GRIP 871 360 NIT20 2441190 395 180 n/a n/a 999 240 Weight: 11 Ih F I- --- 10% N, 1„ "W' % , i" R , U it - , tt 1:1 I 1 14 W 4 f V, Nt t W W :11 11'14 -'N i, ,I 'eO" 111M 2N, A 691:,,... Ami,' 'v I N P f"," -4440 n 11,10;1i, Pi:. A i ?-f zt RYAN HOWS / SFASIDE 1JobTruss 'Truss Type Qty Ply A000371C WRCSS11) 1 CT) Corner Jack Job Reference (optional) Al Root lmses, I orl F t, 34946I (RISS Colt' R 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2011 Wet, Indusines, Inc rho Apr 26 16 09 27 2018 Page 1 ID P42uXRd_,, Kj2lgP?afFS_,28yA(ii-r-OXXEovVT1(J[lTaoBUIvACgbeYDypgu(JK4511pmCt)zMpC6 1-0- 0 4-11-11 1-0- 0 4-11-11 LOADING (psf) SPACING- 2-0-0 CSE DEFL. in lac) Weft LAI PLATES GRIP TCt'L 20,0 Plate Grip DOL 1,25 CC 0,36 Vo0(I_I_) 0.03 4-7 999 360 MT20 244/190 1 CDI_ 10'0 Lumber DOL 1,25 BC 0,33 Vert(CT) 0,06 4-7 999 180 RCI"I" 0,0 Rep Stress Incr YES WB 0,00 1 iorz(C r) 0.00 3 n1a n/a BCDL 100 Code FBC2017IT1312014 Matrix -MP Wind((, L) 0,05 4-7 999 240 Weight: 17 In F-I 10% LUMBER - TOP CHORD 2x4SPNo.2 1301- CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP C4-- lORD Standard Sin ictural wood sheathing directly applied or 4- 1 1 -1 1 cc purlins. 1301 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) 3 126/ lvlochanical 2 263/ 0-8-0 (min. 0-1 8) 4 = 64/ Mochanici-,il Max Horn 2 = 105( I-C 12) Max Uplift 3 79( t,C 12) 2 67( L-C 12) Max Grav 3 126( I_C 1) 2 263( LC 1) 4 90( L-C 3) FORCES. (lb) Max, Comp,/ Max. Teti. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCL 7-10 ' Vult= 150rnph (3-second gust)Vasd=1 16roph, TCDL=S.Opsf; BCD1_-5,0ps(1 h-16111 Cat, II; Exp G, Fricl., GCpi-0.18; MWFRS envelope) and C-C Extenor(2) zone, cantilever loft and right exposed , end vertical loft exposed,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate gnp DOL=l 60 2) This truss has been designed fora 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to tnrss connections 5) Provide mechanical connection (by others) at 1"", ',NAd q.% "gip "t'X V11, Al", 1' 4.. 1, -P ras t,r "i 'q -I V I W""" 4 e u'n lo'4 1, i"D 1, 0, t" 4"FA ae"t"41 W ioAv ze it i; lohod 1- WILN H jot) Truss Truss Type CJ5A Comer Jack Al Poor Trusses, Fort P,erce, I 1 3- 946 cfesignt« 1tt uss com Qty Ply I RYAN HOW S / .A AfiIDIF 0 Job Reference (optional) Run A 120 ti Nov 1 2017 Pnm 8 120 v Nov 12 2011 MIT ck Industnes, Inc Illu Apr 26 16 o9 28 1018 Page 1 It) P4A3XRd Kj2lgP,)8FS_28yA(Irr-(JjSc?I-W.5ooJKCyti)ilrcsRCpBjtiM91f)4<1()KIYJklzmr)C5 4-11-11 4-11-11 4 11-11 Plate Offsets (X,Y)-- [1:0-0-2'F(j(jo] LOADING (psf) SPACING- 2-0-0 CSV DEFL. in (loc) l/defl Id FGH- 20,0 Plate Grip D01, 1.25 TIC 038 Vert(H-) 003 3-6 >999 360 rcDL 10'0 Lumber DOL 1.25 BC 037 Vert(CT) 0 06 36 >921 180 f3cl- 1 0,0 Rep Stress Inct, YUS WB 0 00 Hor/(CT) 0,00 2 nin n/a BcDI_ 100 Code F-[3('2017/T 1312014 Matrix MP Wind(LI-) 0,06 3 6 >999 240 LUMBER - TOP CHORD 2x4 SP No -2 BOT CHORD 2x4 SP No,2 BRACING- LOAD CASE(S) TOP CHORD standard structural Wood sheathing directly applied or 4 -1 1 11 oc pullins. Bar CHORD Rigid cooling directly applied or 10 0 0 oc borung, MuTok recommends that Stabilworsond required cross bracing he installed during truss c: rectjon, in accordance with Starldr/or Installation guide. 3REACTIONS. ( lb/size) 1 = 196/Mochanical 2 12911vledianical 3 67/Mocharitcal Max Harz 1 __' go(I-c 12) Max Uplift 1 - 11 40([ C 12,) 2 80(LC 12) Max Grav I 196(t_G 1) 2 129(LC 1) 3 91(l,c 3) FORCES, ( 1h) Max. Comp./Max. Yen. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 1- 7 10: Vult- I 50raph (3-second clust) Vasd= 1 16rnph TCDL=5,0psf, BCDL -5 opsf: h 16ft: Cat. H ' Exp C, Encl., GCl'pi--O18, MWRS onvelope) and C- C Extenolr(2),,one ' cantilever loft and righ t exposed : end vortical left oxposocllc C for members and forces & MWFPS for reactions shown; Lumber 001_= 1'60 plate gulf) [)of- '1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads, 3) ' I his truss has been designed for a live load of 20,0psf on the bottom chord In all areas whole a rectangle 3-6- 0 tall by 2 0-0 wide will fit between the, bottom chord and any other Inernbors, 4) Refer to qirder(s,) for truss to truss connooions PLATES GRIP M- 1 20 244/190 Weight: 16 lb Ff - IW/" l", t-4 f J xt q, M t'! tr 0 0 ' q Hv t' pt I, JOH Ilt"'? th, -f!", t', ;'-t' Job i Truss Truss Type 1 any Ply RYAN I IOMES / SL--ASII)C- vI A00037161 WRcSSIDT ICJSP ;Corner Jack 12 1 Job Reference (optional) A I Roof Trusses, Fort Pirirco, It, 34946, dosignIrahiuss coon Purt 8 120 s Nov 12 2011 Pnr it 8 120 It Nov 12 2017 MiTek Industries, Inc Thu Apr 26 16 09 29 2018 Page 1 rD:P42uXRd Kj2lqP?aff--S 28yA(Irr-yv(_DbWiZ6R[3q6t,tPKL)qlOjSVIIITr)yXqMz?ISI-IT,',Mpc4 100 4-11-11 1 1-0-0 4-11-11 4-11-11 4-11-1 LOADING (Fisf) SPACING- 2-0-0 CS1. DEFL. IN 10c) FCL-L 20,0 Mato Gun [)Of- 1 25 r Cl 0, 51 Verl(LL) 0,11 4-7 VCDF, 10,0 Lumber DOL 1.25 BC 0A8 Vert(CT) 0,10 4-7 BELL 0,0 Rep Stress Incr YFS WB 0 00 fiorz(cl) 000 3 BGDL 10,0 Code FBC20171TP12014 Matrix -MP LUMBER - FOP CHORD 2x4 SP No,2 30 T CHORD 2x4 SP No-2 BRACING- LOAD CASE(S) I OP CHORD Standard Structural wood sheathing directly applied or 4-11 -11 or; purlins. BOF CHORD Rigid coiling directly applied or 10-0- 0 oc bracing, Mt Fok recommends that Stalhilvers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 1261'Mocharnical 2 = 263/0-8-0 (tum,0-1-8) 4 64/Mechanical Max Hot-/ 2 = 105(LC 12) Max Uplift 3 = 79([-C 12) 2 = 138(1-C 8) t 53(F-C Max G"v 3 = 12b(LC 1) 2 263(LC 1) 4 = 90(L C 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown, NOTES- 1) Wind: ASCE 7-10, Vult-lrornph (3-second gust) Vasd=l l6ruph, TCDF=5.0psf: 11ML-5.0ps!" h=16111 Cat. III Exp G, EncF, GC[i=0.18: MWFRS envelop(,,) and C-C Exterior(2) zone, cantilever left and Fight exposed . end vertical left exposed; porch loft exposedIC-C for inerriberstind forces & MWF IRS for reactions Shown, 1-umber DOL:-1,60 plate grip DOL=1.60 2) T'his truss has been designed fora 10,0 Fisf bottom chord live load nonconcurrent with any other live loads, 3) ' This Truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle, 3-6-0 tall by 2-0-0 wide will (it botwoon the hotfoot chord and any other members I/dell L /d PLATES GRIP 514 240 MY20 2441190 603 180 n/a n /a Weight 17 lb FT z 10% 1. 4 , 'It I - v I ...... It, !I 1, ol -4 1 41 t 't vt It, s,", I 1 14" F 111, M t-- ,,, f,,%,,,, W "t 4WI vt -u,W, t&,46 t—lytAt",","It, "1', 1-10 11,-';, I , (1 11,01rtir,"a i I I'u,' !t! r 0411wo, , "'it 'o", , p,h t0lq the r"." 3 4of 40it" I W4, 11 P Job Truss Type 10ty I Ply I RYANHOME --S/,-,FAS10f vl WRGISS 11) T GIS 1 Comer Jack i 12iI Job Reference (optional) Al Roof forssos, Foil Pierce, I I corn Ron 8 120 s Nov 12 201/Prirl 8 120,,, Nov 12 2011 Milek Inc ID P42uXRdKj2lqP?afF3, 28yAdrT-yvf,_DbWjZ6RBq6I tPKO()Ioisxrllwl,yx(lm/?IsFi-v/,M')(,4 1- 0-0 ; 2-9-8 4-11 11 1 0-0 2-9-8 2-2-3 2 4 3 2-9-8 2- 4-3 0-,- 2-2 3 Plate Offset-, (X,Y)-- t2:0-0-2,Edge], [3:0 1-0,0-1-15] LOADING ( psf) SPACING- 2-0-0 CSI, DEFL, io to(") l"defl Lid TCI- t, 20,0 Plate Grip DO[- 1,25 1 C 0A8 Vert(L-I-) 0,05 6 999 360 I- CDL 10,0 Lumber [)Of- 125 BG 0,32 vert(C-F) 0,10 6 593 180 BCl- J- 0.0 Rep Stress Incr YES W13 0 00 Fiorz(CT) 0,04 5 n/a I I /,-,I BUM- 100 Code FBC2017[1P12014 Matrix MR Wind(L-) 0 09 6 633 240 LUMBER. FOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No,2 5) Provide mechanical connection (by others) of B2: 2x4 SP No,3 truss to bearing plate capable of withstanding 100 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 or, purlins, BOf CHORD Rigid ceiling directly applied or 10-0 0 oc, bracing. MiTok recommends that Stabilizers and r equired cross bracing be installed during truss erection, in accordance with Stabdtzer Installation guide, REACTIONS. (lb/ size) 4 1 1 5/Mochanical 267/0- 8-0 pain- 0-1-8) 81/mochanical Max 1- forz 2 = 105( l-C 12) Max Uplift 4 = 61(- C 12) 2 12) 5 12( LC 12) Max Grav 4 115( w, 1) 2 267( L,(, 1 5 89( t-C 3) FORCE& (lb) Max. Comp,/ Max Teti. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10 ' Volt-150mpli (3-second gust) Vasd,l 16rnph, TCDI-=5 Op--,,f, BCDL==S Opsf, h 716ft, Gat 11 , Exp C: F-ncl , (,Cprz0 18: MWFRS envelope) and C-C Exterior(2) zone,cantilever left and night exposed . end vertical loft oxposod,c-c for members and forces & MWFIRS for reactions shown; L i anher DOL= 1 60 plate grip 001, -- 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 lead of 20,Opsf on the bottom chord in all arca,-, where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the lb uplift at joint(s) 4, 2, 5, LOAD CASES) Standard PLATES GRIP 1,11120 2441190 Weight 191b FT - 10%, p0 0", 41 1, 1 zt pr'b"', W, %1ki t,t -I!,0 ,o A X,A 1" r P 1 Job 1, Truss Truss Type Qty Ply RYAN HOMES / SEASIDL 0 A0003/18 WRCSSIDT 003C3 i1i,p Girder I I ii.lob Reference (optional) Al Roof Tiusses, Fort P,wco, FL 34946, destgn attrvss. cool Run 8 120s Nov 12 2011 Pont 8 1:?0 s Nov 12 2017 MiFek Industries, Inc.Thi, Apr 26 16 (19 :to 2018 Page I ID P42uXRd Kj2l gP?afFS _28yAdrr-Q60MOxXMKPZ2SGw3zlkvi-il-G'2RAri1t hwzWnflQpwWpG3 1-0-0 7-0-0 11-8-0 18-8-0 1-0-0 7-0-0 4 8-0 7-0-0 8 7 6 3X6 1 bx4 4X6 3x4 3X8 0-0 1 1 -8- 0 18-8-0 7-0-0 4-8-0 7-0-0 Plate Offsets (X,Y)-- 2:0-6 6,0-0-8), [3 0-5-0,0-2-01, [5,0-4.2,0-1-81 LOADING (psf) SPACING- 20-0 CS1, DEFL, in oc) Udefl Lid PLATES GRIP TGtJ- 20,0 Plate Grip DOL 1,25 TC O62 Vert(l. L) 0,10 6-8 999 300 MT20 244/190 FCDt, 100 Lumber DOL 1,25 BC 065 Vert(CT) 021 6-1 1 999 180 BOLL 0,0 Rep Stress Incr NO WB 026 Horz(Cf) 007 5 n /,a n1a BCDL 10,0 Code ITIC2017/1-PI2014 Matrix MS Wind(IA,) 0.12 6-11 999 240 Weight 74 In FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- 1 OP StrUGtU1,' 3I wood sheathing directly applied or 3-4-5 oc porlins. HOT CHORD Rigid coding directly applied or 7-9-1 oc bracing, MiTek recommends that Stabilizers, and required cross, bracing be, installed during truss orection, in accordance with Stabilizer Installation grade. REACTIONS. lb(size) 5 = 1524/Mechanical 2 158710-8-0 (min, 0-1-14) Max Fiorz 2 = 62(t G 27) Max Uplift 5 450(1-C 9) 2 476(LG 8) Max Grav 5 1524dC 1) 2 = 1587(t-C 1) FORCES. ( lb) Max. Comp,/Max. Ten. - All forces 250 (1h) or less except when shown, FOP CHORD 2- 3=-3340/981, 3-15=-3055/955, 15- 16=-3055/955,4-16=-3055/955. 4- 5=-3346/985 BOT CHORD 2- 8=-871/3017, 1-8=-872/3048, 6- 7-872/3048, 5 6=--827/3024 WEBS 3- 8=-10/691, 4-6z-16i692 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcorrent with any other live loads. 5) * This truss has been designed for a live load if 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to VMS Wul`100011S, 7) Provide mechanical connection (by others) of tiuss to hearing plate capable of withstanding 100 Ib uplift at joint(s) except (It-Ib) 5=450, 2 =4 16. 8) Hanger(s) or other connection device(s) shall he provided sufficiorit to support concentrated load( s) 219 lb down and 222 lb tip at 7 0-0, 123 In down and 125 lb tip at 9-0-12, and 123 lb (town and 125 Ib tip at 9-7-4, and 219 Ib (town and 222 Ib tip at 11 -8-0 on top chord, and 413 lb down and 94 lb fit) at 7-0-0, 88 lb down at 9-0-12, and 88 lb down at 9-7 4, and 413 Ib down and 94 In up at 11-7-4onbottom chord. The designiselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) suction, load,, applied to the face of the truss are noted as front (F) or back B)- LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lurnbot Increase-1 25, Plate lncroase-1 25 Uniform Loads ( plf) Vert: 1- 3=-60, 3-4--60, 4 5=-60, 9-1 ?= 20 Concentrated Loads ( Ib) Vert: 3-, 172(F) 4=- 172(1-) 7--- 14 I(F) 8=-413(1--) 6413(F) 15= 123(F) 16 - 1 NOTES- 1) Unbalanced roof live loads have been considered for this design- 2) Wind ASCF 7-10: Vult=150rriph (3 second gust) Vas& 1 l6mph, * F(,,DL z5.0psf ' BCDL=5 Opsf: h=16fl, Cal, It: Exp G, Encl., GCpi--0 18: MWFRS envelope): cantilever left and right exposed . end vertical left exposed, Lumber DOI- =l 60 plate. grip, A0:-l--- z""'. ry A06 k 19, 0 1' i-, -N, "',v,io, A l L'O .ass I 3,Mlf, ill P. Job Trus,,i Ti uss Type City Ply RYAN HOMES 1 SEASIDE v1 A0003719i WRCIIIISIDI F 01G H'P Gt'der I I Job Reference (optional) Al Roof 1,usws, fort il,,tc, Ft 34946, Coll, Pull 8 120 s Nov 52201111, m8 120 s Nov 12 2017 M,T(,.k Industries. Inc Thu Apr 26 16 09 31 2018 Page I 11) P42uXRd Kj2lqf1'?afFS _28yAd1T-UIrnIeHY_ 5jt)v3QVGXIF8qRl)(,,w/At(QkfOlil/1,M/MpC2 1 0-12 t 3-7-4 4 7 4 8-2-8 1- 0-12 3-7.4 1 0-0 3-7 4 3x4 C In 9 11 4.4 1 SX4 3- 7-4 4-7-4 7 2 12 8-2-8 3- 7-4 1-0-0 2-7-8 0-11 12 Plate Offsets (X,Y)- [7 Edge,0 1 -81 LOADING ( psf) SPACING- 2-0-0 CsL DEFL. in (10c) Udell L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 1 Cl 0, 5 1 Voil(t L-) 003 10 999 240 IV11-20 244/190 fGDL 100 Lumber 001, 1.25 BC 0 38 Vert(C F) 004 10-11 999 180 BOLL 00 Rep Stress Incr NO WB 0 10 Hou(c T-) 0.00 7 n/a n/a BCDI-, 10,0 Code F13('2017,11-l"12014 Matrix -MS Weight, 41 1b F r = 10"/" LUMBER - TOP CHORD 2x4 43 No-2 4) This truss has been designed fora 10,0 psf BOTCHORD2x4SPNo,2 I bottorn chord live load nonc.oncurront with any WEBS2x4SPNo3otherliveloads. BRACING- TOP CHORD 5) ' This truss has been designed for a live load Structural wood sheathingdirectly applied or 6 0-0 of 20 Opsf on the bottom Chord in all area's whore oc purlins, except end verticals i arectangle36-0 fall by 2-0-0 wide will fit between BOICHORD the bottom chordand any other members, Rigri ceding directly applied or 10 0-0 oc bracing, 6) Provide rne(Jianical connection (by othors') of truss to hearing plate capable of withstanding 268 Milek rocomurond,,, that Stabilizers and lb uplift at joint 11, 231 lb uplift at joint 7 and 156 required cross bracing he installed during truss to uplift at joint 8, erection, in accordance with Stabilizer 7) 1 langer(si) or other connection device(s) shall Installation gradr, be provided sufficient to support concentrated REACTIONS. All beatings 1-3-4 except (It --length) I I v-0- 7 -4, if)) Max Horz I I = 35(I-C 24) Max Uplift All uplift 100 In or less at joint(s) except 11 = 268(f-C 4), 7 -23 1 (1,G 8), 8----156( LC 28) Max C" I av All reactions 250 lb or loss at joint(s) 8, 8 except 11 --453(I,C 19), 7=344([- C 19) FORCES. (lb) Max, Comp./ Max. Ten. - All forces 250 (lb) or loss, except when shown. TOP CHORD 2-3--, 4211277, 3 4=-34 11278. 4-5=- 396/293, 5 6-402/280, 2-1 1 =A 00/240 BOT (,I IORD 9-10=- 238/341, 8 9-233/338, 7-8=- 21038 WEBS 2- 10rz- 2011270 NOTES- 1) ftlnbalanced roof livrl loads have hk,,,rin considered for this design 2) Wind: ASCE 1-10: Vult-,150niph (3 second gust) Vasd-, I 16rnph: YC'DI, 5,0psf: BUX, --,5 Opsf: li= I 6ft, Ca t . I I ; p C. F i i c I , G C, p i, -, 0, 18 ' MWFRS envelope), cantliever lefl-and right exposed end zt load( s) 83 Ib (,town and 92 lb up at 3-7-4, and 83 b down and 92 lb up at 4-7-4 on top chord, and 42 In down and 99 Ih up at 3-7 4, and 42 lb down and r) 91bupat 4-6-8onhottofnchord. The design/selection of such connection device(s) is the responsibility of others- 8) In the, LOAD GASC(S) section, loads applied to the face of the tniss are noted as front (F) or back B)- LOAD CASE( S) Standard 1) Dead 1- Roof Live (balanced), Lumber Increase-1, 25, Plate Incroase 1'25 Uniform Leads ( plf) Vort: 1- 2-60, 2-3- 60, 3-4-60, 4-(i---- 60, 7-11 = 20 Concentrated Loads 0b) Vert: 3- 36fl 4----36(F) 10-18(F) 18(F) Jot) iTruss 'Truss Type City Ply RYAN I f0tvlk S I Sl,'ASIDI v1 A06031201; wRcsslor F02 tGommon 2 1 Job Reference (optional) Al Root kusses, Fort Prorce, I L 34946, dos.gn(,Pa I tow", com Ron 8 120 s clo 12 2017 Pnnt 8 120 s Nov 12 ,01 7 Mi l k Indusinos, ric Thu Ap, 26 16 09 32 2018 Page I IDP42UXRd K12lgP'>,3fFS28yA(irr-NL.IK/i,(I/`-`cslp[hZ,3S4SrTiNNfl-i.AXf9tG)FyWXtc)zMpCl 1-0-0 4-2-0 8-4-0 1-0-0 4-20 4-2-0 RE 4x4 III 6 4x4 3x6 I I 4-2-0 8-4-0 4-2-0 4-2 0 Plate Offsets (X,Y)-- [5Edge,0-3-8] LOADING ( psf) SPACING- 2-00 TCI- L 20.0 Plate Grip DOT- 1.25 T CEL 10.0 Lumber DOL. 125 BOLL 0,0 Rep Stress Incr YES 111CU- 10.0 Code FBC2017ft 1312014 LUMBER - TOP 011ORD 20 SP No.2 BOT CI FORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Struct ural totalwood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 8-1-5 oc bracing, MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer CST. DEFI- it TC 061 V(,rt(L[,) 001, BC 028 Vert(CT) 00, Wa 0,08 Florz(GI) -0 0( Matrix - MS 4x4 4 4x6 ii loc) Vdefl I- /d 6- 7 999 240 6- 7 999 180 5 nia n/a 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 hearing plate capable of withstanding 222 In uplift at joint 7 and 171 lb uplift at joint 5. LOAD CASE(S) Standard Installation guide - REACTIONS. ( lb/size) 7 39510-8-0 (min. 0-1 8) 5= 317IMechanical Max I-lorz 7 -- l5(-C 12) Max Uplift 7 = 222(LC 8) 5 = 171(LC 9) Max Glav 7 395(LC 1) 5 = 317(I-C 1) FORCES. ( lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2- 3--338/615, 3-4---340/619, 2- 7=-345/571, 4-5=-251/420 BOTCHORD 6- 7--2621114, 5-6=-479/263 WEBS 2- 6=-260/160 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult-150ruph (3-second gust) Vasd= 1 16rnph: TCDL=5,0psf: BCDL -5,0psf; h, 1 6ft: 3at, 11: Exp C; Encl., GCpi=0.18, MWFPS envelope) and C-C Exterior(2) zone; cantilever loft and right exposed . end vertical left exposed, porch left and right exposed,C-C for members and forces MWFRS for reactions shown, Lumber PLATES GRIP MT20 244/190 Weight: 38 lb FT 10%,) W 1 0 14 W, r,' m- al- 1, Y f. Job Tross Truss Typo Oty Ply RYAN I IOWS /,-A___ASlP1 I A0003 121 I U4 Diagonal Hip Girder 2 Jot) Reference (optional) Al Root 7Yusses, (-oil P,(,,ce1' 1, 34946, de','gotala I trics", coon Rim 8 120s Nov 12 2011 Prat 8 120 s Noy 12 2011 Milek lodustneI, Inc I huAP1 26 1609 33201il Flago I ID 1142,oXR(l, Kj21qP?atFS_, 28yAdir-r( vA(jt,3yTcG4QFzMpGO I _ 6_0 5-0-7 ;uV2zZFdKxGJjeec9I levsucMN 1 6 0 5-0-7 1 5.,4 1 5x4 1 6 50 7 5- 0 7 LOADING ( psf) SPACING- 2-0-0 CS1, DEFL, in (10c) l/den TCLL 20A Plate Grip DO(, 1 25 rc 019 Ve.rt(LI_) 001 5-6 999 ICDI- IOX) Lumber DO4, 1.25 BC O13 Vert( , CT) -0,01 5-6 999 TICILL 00 Rep Stress Incr NO WB 0,05 Hor/(CI) -0.00 4 n/a BCDL 100 Code FBC2017/1 P12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No-2 BOF CHORD 2x4 SP Na2 6) Hanger(s) or other connection devices) shall WEBS 2x4 SP No. 3 he provided sufficient to support concentrated BRACING- load(s) 22 lb down and 22 lb tip at 2 2-13, and 22 TOP Ci CORD lb (] own and 22 lb kip at 2-2-13 on for) chord, and o S troctural wood sheathingdirectly applied or 5 0 1 3 In down and 30 lb up at 2-2-13, and 3 Ib down oc, purlins, except end verticals, and 30 Ti upat 2-2 13 on bottom chord The BOI CHORD design/selection of such connection device(s) is Pit id coiling directly applic,., d or 10 -0-0 or; bracing, the responsibility of others, 1 7) In the [.-OAT) CASF(S),smtion, loads applied to MiTok recommends that Stabilizers and the face of the truss are noted as front (F) or back required cross bracing be installed during luis-s B), erection, in accordance with Stabilizer Installation guide, REACTIONS. Ail bearings 1-3- 3 except (it longth) 4-Mechanical, S=Mechanical, 1b) - Max Harz 7- 79( LC 4) Max Uplift All ijt)ljft 100 11) or less at joint(s) 7, 4, 5 except 6=- 228(L(' 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4, 5, 6 FORCES. (1h) Max. Comp,/Max. Teri, - All forces 250 (lb) or less, except when shown. NOTES- 1) Wind ASCE 7 1 O; Vrjlt= I 50mph (3-second gust) Vasdn I 16friph TCDL=5,( 1psf'BCOL-5 opslIt - 1611 Cat. ll; Fxp G, iEncl_ Gcpi- O,18 , MWFRIS envelope); exposed; cantilever [eft and right exposed ' end left vertical leperch left exposed, Lumber D01-- 1 60 plate grip DOL - 1 60 2) This truss has been designed for a 10 0 psf bottom chord live load noncoocurrent with any other live loads 3) * This truss has been designed for a live load of 26,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2- 0 0 wide will fit between the bottoin chord and any other cnernbers 4) Refer to girder(s) for truss to trus's, connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at 7, 4, 5 except (jtAb) 6-228 LOAD CASE(S) Standard 1) Dead t Roof Live (balan(, od) Lumber Increase - 1,25. Plate Incroase, 1,25 Uniform Leads (plf) Witt: 1-2=-60, 2 4-,-60, 5-7 -20 Concentrated Loads (Td Vert: 9-,6(F-- 3, B--3) L/d PLATES GRIP 240 IM 120 244/190 180 nla Weight: 20 lb FT - 10% y, . .. ........ 1 0 t0- i d Job Truss i Tress Type City Ply 1 RYAN I fOIVIIES / 3I:ASII)F v I A000312,21 WRCSS 11) 1 i 10611 Diaq onal Nip Glude" Job Reference (optional) Al Root Trusses, Fort P,oce, R, 34946, des,qn(q),311russ loin Run 8 120 s Nov 12 2017 Pnitt 8 120 s Nov 12 2Q17 Mil ok Indusines, Inc Thu An, 26 16 09 13 201 it Page I P?afFS 28yAdrrIDP42tiXRd__Kj2lg-r1tiV2z2E(JKxcJjeeo9Hcvstjl-tNiwk ljky VcG40FzMpC0 6- 2-10 8-10-12 1- 5-0 6-2 10 2-8-2 4 1 5x4 3 5A 12 Dead Load Don, = 114 in 15 6 5 3x4 Plate Offsets (X,Y)-- [2:0-2-12fd9o] LOADING ( psf) SPACING- 2-0-0 CS1, DEFL in (to(,.) Kieft I'M PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I-C 0,80 Verl(LL) 0,35 6-9 295 240 MT20 244/190 TCDt- 10.0 Lumber DOL 1,25 BC 092 Vert(CT) OA3 6-9 241 180 BCI, L 0,0 Rep Stress ln(,,,r NO WR 0 13 t iorz(C T) 0,01 6 n/ai o/a BCDI- 10-0 Code FBC20171TPI2014 Matrix -MP Weight: 34 In FT I 01Y11 LUMBER - TOP CHORD 2x4 SP No-2 3) This truss has been designed fora 10,0 pq 130TCHORD2x4SPNa-2 bottom chord live load nonconcurrent with any WEBIS2x4SPNo-3 other live loads, BRACING- 4) ' This truss has been designed fora live load TOP CHORD of 20.0psf on the bottom chord in all areas whore Structural wood sheathing directly applied or 6-0-0 a rectangle 3-6-0 (all by 2-0-0 wide will fit between or; Puffins, bottomchord and any other members - thebottomBOT CHORD 5) Refer to girder(s) for truss to truss Rigid ceiling directly applied or 9-6-11 oc bracing, connections. MIT(+ recommends that Stabilizers and 6) Provide mechanical connection (by others) of required cross bracing be installed during VUSS truss to hearing plate capable of withstanding 100 ejection, in accordance with Stabilizer lb Uplift at joints) 4 except (jt=lb) 2=251, 6=304, Installation 91,100 7) Hanger(s) or other connection device(s) shall REACTIONS. ( 11hisize) 4 33/Mochanical 2 42511 5-0 (min-0-1-8) 6 44710-5-5 (inin, 0-1-8) Max Hou 2 142(l-C 4) Max Uplift 4 27(LC 12) 2 251(LC 4) 6 304(1-C 4) Max Giav 4 33(t-C 1) 2 425([-C 1) 6 = 447(I-C 1) FORCES. ( lb) Max, Comp./Max. Ion. - All forces 250 (1h) or less except when shown. TOP CHORD 2- 10=-456/204, 10-11----471/216, 3- 11 -401/221 BOV CHORD 2 13=-282/436, 1314=-2821436, 14-1 5 - 282/436. 6-15=-2821436 WEBS 3-6- 535/ 346 NOTES- 1) Wind: ASCE 7- 10: Volt- I 50rnph 3-second gust) VascIrl 16mph; TCDL,- 5.Opsf: BCD[----S Opsf h= l6ft, Cat. It: Exp C; Encl , GGpi=0,18, MWFRS envelope): cantilever left and right exposed end vertical left exposed, porch left exposed; Lumber be provided sufficient to support concentrated loads) 86Ibdown and 58Ibupat 1-49,38[b down and 43 lb kip at 4-2-8, 38 lb down and 43 Ib up at 4-2 8, and 68 lb down and 89 lb tip at 7-0-7 and 68 lb (town and 89 lb tip at 7-0-7 on top chord, and 66 lb down and 5 lb up at 1-4 9, 17 Ith town and 45 lb kip at 4-2-8, 17 lb (town and 45 lb up at 4-2- 8, and 39 lb down and 77 lb up at 7-0-7 and 39 lb down and 77 lb tip at 7-0-7 on bottorn chord. The designlselection at such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (-) or Lack B), LOAD CASE(S) Standard 1) [)(,ad r Roof Live (balanced): Lumber Increase— 1,25, Plate Increase- 1 25 Uniform Leads (pit) Vert: 1 4----60, 5-7-20 Concentrated Loads (lb) Veil: 10=58(13) 12--83(F - 42, 8=-42) 13---1( 14=- 17(1`= 9, 11-9) 15= -71 (1- —36. B= -36) W'. W Jot) Truss "Fruss Type Oly Ply NYAN I f0t,41, S i ' SEASIOL v I A0003123I WW"ISS ID I I ill I i I't'aw)"A I fif) Gird(", 9 Job kefwonce (0pbrowil) A! Roof ft-ussos' l o't 11omo' I 1 34946, design (§altmsa co." No" 8 120 s Nov 12 201 / f""A '3 120 , Nov 12 2017 MiTek Indostnes, Inc Thu At), 26 16 09 34 2018 P,i(r I IDP42uXRd Kj2lqP?a(FS 2t,iyA(Irr-JtSt(,,J:isOe3f-wll.)iCtorS4RkritiAV(JiJ,)i('(lyli2Mp I ("? 15- 0 5.2 9 9-10-1 1- 5-0 5- 2; 4-1 8 3 54 12 1,1 3XI w I Fit 0 13 14 7 IS 6 X4 1 5X4 5 3)( 4 5- 2-9 9_10 1 5- 2-9178 LOADING ( psf) SPACING- 2_0_0 c3l. DEFL. in loc.) Udell Ltd TCLL 200 Plate Grip DOL 1.25 rc 041 Vert(U) 0,03 6-7 999 360 TCOL 100 Lumber DOL 1.25 I-1c, 051 Vod(CT) 0,08 6-7 999 180 BCLL ( M) Rep Stress Incr NO WB 0,43 Hor/(CT) 0.01 5 n/a n/a BCDI_ 10,0 Code I-BC2017/1'1112014 Matrix M,13 Wind([-L) 0 03 7 1p 999 240 LUMBER - FOP CHORD 2x4 SP No 2 130T CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BRACING- 1 OF, CHORD Structural wood sheathing directly alL)FIRXI or 5-9-3 oc puffins, BOr CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MIT ek recount Y it, rids that Stabilriets and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. Ib/ sr/,r,,) 4 134IMechanical 2 54810 - 10-15 (min 0-1-8) 5 371 / Mechanical Max Hor/ 2 -z 154(l-C 4) Max Uplift 4 213( t- C 4) 81(I_ C 8) Max Grav 4 2 548( U_', 1) 5 371 ( 1,C I FORCES, (lb) Max. Comp/ Max FenAll forces 250 (In) or less except when shown TOP Cl iOPD 2-11- 9781222,3 11 , 919/230 BOFCFIORD 2- 13=- 309/920, 1314-3091920, 7 -14 =-309/920, 7.15 -. -309/920, 6 15=-309/920 WERS 3-7-0092, 3 6 - 9791329 NOTES- 1) Windy ASCf-_ 7 10, Vult-1 50rnph (3-second gust) Vas& 1 16rnph ' I (, DI, -5 Opsf; 13CID--S.Opsfl li- 160, Cat. 11, xp C, Lncl , G(*Tir-0 18: MWFIRS envelope); cantilever left and right exposed ' end vertical left exposed, Lumber Or = 1,60 plate grip DOI., = 1 60 3) * I his truss has been designed for a live load of 20 0p."'f on the bottom chord In all areas Where a re(Jariqle, 1 6,0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to (3irder( s) for truss to truss connections. 5) Provide mocharlical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 4, 5 except (It -lb) 2=213, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 In down and 43 lb up at 4-2-8, 38 In town and 43 !b up at 4-2 8, and 68 In down and 89 In up at 7-0-7, and 68 lb down and 89 F) (if) at 7-0-7 on Fop chord, and 7 lb down and 11 lb tip at 1 4-9, 7 lb down and 11 In up at 1 -4-9, 14 If) town at 4-2- 8, 14 In down at 4-2-8, and 36 Ib down at 1 0 7, and 36 Ith down at 7-0-7 on bottom chord. The design/ selection of such connection devwe(s) is the responsibility of others. 7) In the LOAF) CASE(S) section, leads applied to the face of the truss, are noted as front (F) or back FI), LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase,_1 25,13lato increase-1.25 Uniform 1, oads (plf) Vert: 1 4= 60, 5 8, 20 Concentrated FoarN- (lb) Vert: 12, 83(F= 42, B=-42) 13----15(F-7, B_ /I 14=-17(1: . 9, B=-9) 15--71(1 36,11-36) PLATES GRIP MT20 244/ 190 Weight: 41 Ib F I -- 10% o fl r", J" e !"A 01d, "' T"! ",m -o'liown I kor'li N Job Tiuss Truss Typo City Ply IRYAN HOWS, / SEAS113F v1 A0003724 WRGSS I I) r iii/rx Diagonal Hip Gi,rde, i Job Reftffence. (optional) Al Roof Trus"(ts, i on fierce, Fr, 34946, demoiin(a}alt,uss corn R 1 8 120 s Nov 12 2017 print 8 120 s Nov 12 2011 Mil'ok Industries, Inc Thu Apr 26 16 (19 35 2018 Rage 1 ID P42uXRd Kj21qP?afFS 8yAdir-fi3OFTebU9yBKYlolutiaK4,FiztKBPGMA(iFxwlBU/zmpc 1." 5_0 2-4-3 3-9-14 9-10-1 1 _5_0 2-4-3 1 5_11 2-7-7 3-4-12 2x4 Dead toad Doll = V8,tr 7 8 3X4 6 or 12 WS 0 4x4 3 54 I 4 W4 3 2 Ll W 11 23 10 6 W? 3X8 1.5x4 4 6 21 13 12 6X6 2tok 2x4 2-4-3 3-3-6 3-9-14 6-5-5 410-1 2-4-3 0-11-3 0-641 2-7-7 3-4-12 Plate Offsets (KY)- 2:Ldg(,,.0-0-6],[3i0-l-8,0-3-4],[4:0-2-0,0-1-12],[50-7-15,(,'--'dge],[13 0-1-11,0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Weft Lid PLATES GRIP TOLL 200 Kate Grip DOL 1,25 PC 0,55 Vert(U-) 0,11 17 >999 360 MT20 2441190 TGDL 10.0 Lumber DOL 1,25 BC 0,90 Vort(CT) 020 17 >560 180 BOLL 0'0 Rep Stress Incr NO WEI 0 36 Hori(C-F) 007 10 n/a n/a BCDL VV) Code FBC2017/-FP12014 Matrix -MS Wind(U,) 0 14 17 >808 240 Weight: 419 lb Fir = 10% LUMBER - TOP CHORD 2x4 SP No,2 'Fxcolit* 12: 2x6 SP 2400F 2.0F BOT CHORD 2x4 SP NO,2 '[-_-xcofkt* F12: 2x4 SP No,3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 OC PUrlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb(si7e) 2 = 612/0-10-15 (vnin.0-1-8) 10 Max Harz 2 I50(L.G 4) Max Uplift 2 = 285(1-C 4) 10 245(t-C 8) Max Grav 2 = 612d-C 1) 10 = 575(LC 1) FORCES. (lb) Max. Cornp,/Max. Ton. - All forces 250 (1b) or less except when shown, TOP CHORD 2-3=-1235/475, 3-4--416/107, 5- 6=-1421/575 BOTCHORD 2- 21 -556/1176, 13-21 =-556/11 176, 12- 13=-568/1193, 5-22--.723/1538, 5- 11=-656/1457, 11-23--65611457, 10-23=-656/1457, 4-12z-342(746 WEBS 3-12=-1190/ 569, 6- 1 0=-1463J664 NOTES- 1) Wind: ASCE I 10; Vuft- 1 50rnph (3-second gust) Vasd=1 16rnph, TCDL-5, 0psf: BCDL='5,0psf: li=16ft; Cat. ll; Exp C: Encl., GGpi-0,18, MWFRS envelope), cantilever left and right exposed , end 2) This truss has been designed for a 10,0 psf bottom chord live, load nonconcurromt with any other live loads, 3) "This truss has been designed fora live load of 20,Opsf on the pattern Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botforn chord and any other members. 4) Refer to girdei(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili upliftat joint(s) except It -lb) 2=285, 10=245- 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 66 Ib down and 72 lb kip at 7-0-7, and 06 Ib down and 72 lb tip at 7-0-7 on top chard, and 7 Ili down and 11 Ib tip at 1 -4-9, 7 lb down and 11 In tip at 1-4 - 9, 76 Ih down and 69 In tip at 4-2-8, 76 Ib (town and 69 lb up at 4-2-8, and 52 In (]own and 38 lb up at 7 0-7, and 52 lb down and 38 In up at 7-0-7onbottom chord- the designiskiloction ol'such connection device(s) is the responsibility of other-,, 7) In the LOAD CASF(S) section, load,,-, applied to the face of the truss are noted as front (F) or hack B ), LOAD CASE(S) Standard 1) Dead r Roof Live ( balanced): Lumber Increase, 1 25, Plate Incroase= 1 . 25 Uniform Loads (pit) Vert 1-7= - 60, 7-8z- 20, 12-14--20, 9-17 = -20 Concentrated Loads (lb) Vert 20--60( Fn-30, 13-- 30) 21-15([`--7, B-7) 22- -15 1 (F _-76, B= 76) 23=-I 05(F=-52, B,-52) e P T" lq,q Pt 114 1' li 1 ,,, t' 4I I k 10, 4 1 W "V" J.- -1 A I j 1 Y 8,16 13 i" alk' P i,,' Job !Truss jTnIss Type Qty Ply RYAN I 10ML S I UASIDE v1 A000372,'4, JII Jack -Open 12 i Job Referel Ice (optional) Al poor trusses, I cut Piorco, f t 34946, desiqoiol iltmss cam Win 11 120 s No, 11 2 2017 11, : 1 8 120 s No, 12 20ll Wck lndusu,es, Inc Thu Apr 26 16 O9 36 2018 Page I 10 P42uXIRd_K121qP?afFS 28yAdw-FFaeh, cC)wFJtiAf3Nf)JIFJXVW60ixy.ii/OA,it)k?/"`zMr)B., 1- 0-12 3-7-4 1- 0-12 3-7-4 1 5x4 3- 7-4 3. 74 LOADING ( psf) SPACING- 2-0-0 CSI, DEFL, in (10c) Well I /d jcti_ 20,0 Plate Grip DOT, 1 25 1 C 023 Vert(LI. ) 0,02 4-5 999 240 TCDL 100 Lumber DOF 125 13C 019 Vert(CT) 002 4-5 999 180 BOLL (10 Rep Stress Incr YES WB 000 fior/(C_F) 0.01 5 n/a nh) BCDL 10,0 Code FBG2017/1 P12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No,2 5) Provide mechanical connection (by others) of WEBS 2x4 SP No,3 truss to hearing plate capable of withstanding 100 BRACING- lb upliltat joint(s) 3,4 except (jt--lb) 5148. TOP CHORD Structural wood sheathing directly applied or 3-7-4 LOAD CASE(S) oclourlins, except end verticals. ROT CHORD Standard Rigid ceding directly applied or 10 0-0 oc bracing, MiTek recommends that Stabilrzon; and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, 5 22110 7 4 ( min, 0-1-8) 3 81/Mechanical 4 = 36/tviechanical Max Herz 3 = 8()( LC Max Uplift 5 = 148( t-C 8) 3 = 29(1-G 12) 4 Max Grav 5 __ 1 221(L, C 3 87(t C 1 4 = 64(LC 3) FORCES. (lb) Max. Comp./ Max, Ten. All forces 250 (11h) or less except when shown, TOP CHORD 2-5— 201/324 NOTES- 1) Wind: ASCE 7 - 10 ' Vult- 1 50rnph (3-second gust) Vasd-116rnph, VCDL----5 Opsf: 13CIA,=5,0ps'll, h=16ft; Cat. If; Fxp C: EncF, G(pi-0 18; MWFFtS envelope) and G C E,xt(,rior(2) zone, cantilever left and Night exposed , end vertical left exposed: per(j, left oxposed,c-c for members and forces & MWFRS for reactions shown, Lumber DOI,_- 1 60 plate grip DOL- 1, 60 2) This truss has been designed for a 1(),() psf bottern chord We load nonconcurrent with any other live loads. 3) * This truss has been designod for a live load of PLATES GRIP MT20 24411190 Weight: 14 lb FT I - -- 10 "% k*,illo Y. ..... 1 1 WN il 1Y2 1F, ivtxry4, it Job T uss Truss Type City Ply RYAN ! f0MES / St ASIOE v1 A0003126 WRG"'S I I:, I J6G Uow,ptO Girder Job Reference (optional) Al Roof I,u,"es, Fort P,em*,, FL, 14946, desIgn(a)a I t1us, com Rung 3.120 s Nov 12 2017 P,n( £i 120 s Nov 12 2017 MO-ok lndk,;W;es, Inc Thu Apr 26 1609 37,,'018 Page 1 11)P42uXRd__Kj2lgF`?aIF3 _:?8yA(Irr-lS8OuKciliZS2tit,yPt'?MY4i3li"Av(16CYOEE IYOzMpBy 3- 4 2 6-4-0 3-4-2 2-11-14 I 5x4 . i 3-4-2 6-40 3-4.2 2 11 14 LOADING (psO SPACING- 2_0_0 CS1. DEFL. in (10c) I/defl L/d PLATES GRIP FC1 F, 20,0 Plate Grip DOE- 1,25 1 C 0 17 Vort(LL) 0.02 5-8 999 240 M T20 244/190 TCDL 10,0 Lumber DOI_ 1-25 BC 053 Vert(CT) 003 58 999 180 BCI'_F_ 0.0 Rep Stress Incr NO WB 0,23 Horl(CT) 001 4 n/a n/a BCDL- 100 Code FBC2017f1I:112014 Matrix -MP Weight, 29 Ib FT = 101a LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BRACING - I OP CHORD Structural wood sheathing directly applied orS1 1 -4 or, purlins, except end verticals. BOI CHORD Rigid ceiling directly applied or 8-6-4 oc, bracing, required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, lb/size) 515/ 0-8-0 (mill'o-1-8) 4 573/0-4-0 (min, 0-1 8) Max Horz 1 _ z 11 3(F_G 23) Max Uplift 249( LC , 4) 314( f-C 4) Max Grav 1 -. 11 515(LC 4 = 573(1-C 1) FORCES. ( lb) Max. COrop,/Max, Ton, - All forces 250 (lh) or less except when shown. TOP CHORD 1- 2=-921/432 BOT CHORD 1- 9-458/840, 5-9--458/840, 5 1 0--458/840, 4- 1 0--458/840 WEBS 2- 5=-315/552. 2-4=-9401512 NOTES- 1) Wind: ASCE 7 10: Vult=150rnph (3 socond gust) Vascl- 1 16unph, I-C Dt,_=5,0psf1 13,CDL- 5.0psf h- 16ft, Cat, II; Fxp C' Encl., GCpi=0,18, MWFR3 envelope); Cantilever left and right exposed end vertical left exposed; porch left exposed: Lumber[)Of- --- 1 .60 plate grip DOL= 1,60 2) this truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live 10,lds, 3) ' This truss has been designed for a live load of 4) Provide mechanical connection (by others) of truss to hearing plate, capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1 =249, 4=31 4. 5) " NAILED" indicates 3- 1 Od (0. 148"x3") or 3- 1 2d 0, 148"x3.25-) too -nails per NDS quidlinos. 6) In the LOAD CA-' E(S) section, loads applied to the face of the buss are noted as front (F) or back B)_ LOAD CASE(S) Standard 1) Dead I Roof t_lVe (balanG()d): Lumber lncreaso= l 25, Plate Increase--I.25 Uniform Loads (plf) Vert: 1-3= 60, 4-6--20 Concentrated Loads (lb) Vert: 9---297(B) 10-= 297(B) 110 q 0 1 "1 1, i t 0 1 14 11, "'W"- W .11 p 14 "1 r'! ij,"! 'e":' S 4 I "q 4 44 A 4! k"O I kok i I, W P i R"'-Cw- v 1,, 1144, 11 Jh, 11 151 .1 V, I ¢'oI ribrsiA I R in1 1 ""t, W P i Job :Truss Truss Type Qty Ply RYAN I 10WS I 'A-A,'1F)L v1 IGSISID1 A000312 1, Wf J6P Jack -Open 4 1 Job Reference (optional) Al Roof 1,u"sws' [''T P e.rce I L 34946. desiqn(q)altmsscorn R 8 120 s Nov 12 2017 11, . ml 8 120 s Nov 12 2011 MI Iek [Wruitnel, Inc fho Apr 26 16 09 37 2018 Flaqe 1 ID P42uXRd K121qP?afFS )8yAdrT-jS80LiKc1l)ZS2ril,yPt?MY413/a 6k(j9pY0EE1JY0'-'MpHy 1-0-0 6.4 0 1 0-0 6-4 0 3 Dead Load Defl. - 1/16 in 15 oo I IN i 131 3x4 4 6- 4-0 6- 4-0 LOADING ( psf) SPACING- 200 c8l, DEFL. in (loc) Well L/d PLATES GRIP jCIJ-' 20,0 Plate, Grip DOI, 1,25 1 c 0,88 V(,.rt([,[-) 029 4 7 >255 240 MT20 2441190 1 CDI- 10'0 Lumber DOI, 1,25 13C 080 Vert(CT) 0,25 47 >301 180 BCLI- () () * I Rep Stress Incr YES WB 0,00 Florz(CT) 001 3 n/a n/a BCDI- 100 Code FBC201711-1)12014 Matrix -MP Weight: 21 th FT -- 10'% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Stn aural Wood sheathing directly applied or 2-2-0 oc, purlins, BOT CHORD Rigid coiling directly applied or 8-7-2 oc, bracing. MiTok recommends that Stabilizers and required cross bracing be instailod dunriq truss erection, in accordanc(-,. with Stabilizer Installalloo yrndf'. REACTIONS. ( Jb/swe) 3 163/mec'haniull 2 314i0-8-0 (alm, 0 1 8) 4 82/044 (min.0-1 8) Max Flo(/ 2 129(LC 12) Max Uplift 3 1 (m(Lc 12) 2 - 160([,C 8) 4 - 67(uc 9) Max Grav 3 163(t-C 1) 2 = 314(- C I ) 4 114(LC 3) FORCES. ( lb) Max. Coirip,/Max, Fell All forces 2,1,')0 (Ib) or less except when shown, NOTES- 1) Wind ASCF 7 10; Vult"150rnph (3 second gust) l6rnph, FCOL5S 0psfl BCDL =5 Opsfl li=1611' Cat, IF FxT) C, F ncl , GGpi-0,131 MWI-PS, envelope) and C-C, Fxterior(2) zone, cs,intilevor loft arid tight exposed , end vertical Melt exposed; porch left exposed;(-(: for members and forces & MWf- PS for reactions shown, Lumber DOIF - 1 60 plateqnp DOF-- 1 (30 2) This miss has boon designed for a 10 0 ps'f bottom chord live load nonconcurrent with any other live loads- 3) * 1-his truss has been designed for a live load of 20 Op-q or, the bottom chord in all areas where rectanglo3 6-0 tall by 2-0,0 wide will fit t)etween the, bottom chord arid any other rmmit)(N's F 0 C, '.W A 1:11 11 >A 1 1, 1, 1,0 iv' 4 eN x j f e, 4 4, 1", 'A 01, 1 tS"o ti""A ! h'd Amfio'fl P Job !Truss 'Truss Type City Ply RYAN I i0MFS/,11,,ASlVA- v I A0003728 WRCSSIDT J7 ,Jack Open Job Reference (optional) Al Roof Trusses, Fort PmcItiji 34946,desqn(pa1trus,.i car, Run 8.120 s Nov 12 2011 Print 8 120 s Nov 12 2017 Mi I ak Industries, Inc.Flirt Apr 26 16 09 36 2018 Page I ID P4?uXRd_Kj219P'?afFS 28yA(ifT-fiehO6g(INStavPI)XcRItr)cwbJFOlJriZc3[i(iii.,,r4SzMpBx 7-0-0 1-0-0 7-0-0 Oead load Don - 1 i8 III 7-0-0 70-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In 10c) Udell L'Id PLATES GRIP TOLL 20,() i Plate Grip DOL 1,25 T C, 0,83 V(,rt([,,t-) 0,10 4-7 823 360 MT20 244/190 FCDL- 10,0 Lumber DOL 1,25 BC O68 Vert(CT) 0.24 4-7 349 180 BCI- L o'o Rep Stress Incir YES WB 0,00 1 iorz(c T) 0.00 3 n/a n/a BCDL 10.0 Code f-BC20171FP12014 Matrix -MP Wind(U-) 0,19 4-7 438 240 Weight 23 Ib FT = 10'% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-2-0 or: purlins, BOT CHORD Rigid Gelling directly applied or 10-0.0 oc, bracing. MiTek recommends that Stabihiers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 183/1vechanical 2 = 342/0-8-0 (min. 0- 1 8) 4 911mochanical Max Hocz 2 = 142(LC 12) Max Uplift 3 12) 2 = 83(LC 12) Max Grav 3 183(LC 1) 2 342(t-C 1) 4 128([-C :1) FORCES. ( lb) Max, CompAvlax. Ten. - All forces 250 (lb) or loss except when shown, NOTES- 1) Wind: ASCE 7-1 O, Vult- 1 50mph (3-second gust) Vasd= I 16mph; TCDL-=5.0psf1 BGDL--,--5,0psf1 lh= 16ft, Call. 11; Exp C, lancl_ GCprz0,181 MWFR,'--') envelope) and C C Fxterior(2) zone, cantilever left and right exposed , end vertical left exposod;C-C for members and forces & MWFIRS for reactions shown: Lumber DOL=11.60 plate grip DOL-1 60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurront with any other live loads. 3) ' This truss has been designed for a live, load of 20. 0psf on the bottom chord in all areas where 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 t J ' VI" W t Y p V 11VC, 1p p, 4 "f 41"! 1 Yt, V" "i 4VIt WIN" ,j- - 1 11 K ZE jot) 1 russ Truss Type oty Ply 1 RYAN I iOMI- S ISEWUr v I VVIrCSSt) ID-i 'Ujack -Closed G-der I I A0003729' Job Reference ( optional) At Roof I A F I- 349,16dos,qloit!a COO. Run 8 110s Nov 12 2017 r1mit 3 1 M s Nov 12 2017 Mir ek Incjustnes, 1,1(3 1 hu Apr 6 16 09 39 2018 PaV, I ID P42(jXRd Kj21qPvafF3 28yA(IIT-FqF(11,)Oe?(-',A11ti1(.,6(:)'000978cr(:)twiy6rsYio(.uzMp[3w 3 9-14 / 0-0 3-9-14 3-2-2 l`1IateOff,,(-ts( X,Y)-- (50-3-0,0-4-8) LOADING (psf) SPACING- 2 0 0 I-CI-L 20,0 Plate Grip DOL 1,25 VCDL 10,0 Lumber DOL 1 25 BCH- 00 Pop Stress Incr NO BCDL 10, 0 Code FBC201711 P12014 LUMBER - OP CHORD 20SPNo. 2 BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, BOT CHORD Rigid cnihno directly applied or 10-0-0 oc bracing. MrTek recommends that Stabilizers and required cross bracing he installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. Ili/size) 520/080 1/ mecharrical Max Herr 1 126(1,(--, 23) Max Uplift 1 _-_ 132(L- C 8) 4 z 572( LC 8) Max Grav 1 520(LC 1) 4 1811(LC 1) FORCES. (1h) Max. Comp,/Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 1 - 2— 1008/ 254, 2 3---- 291 156. 3-4=-1 173/372 130T CHORD 1 9- -315/ 914, 6-9--3 15/914, 6-10--315/ 914, 5- 10---, -If 1 )/914 WEBS 2- 6=- 111 / 499, 3-5--355V 1215, 2-5--804/ 291 NOTES- 1) Wind: ASCE 7- 10: Vi III- I 50mph (3 second (just) Vas&l 16rnph: I'C1,A--,-5,0psf: b7i(iftl CaL 11 'Fxp C, F-ncl , GCpi=0 18: MWFRI,') envelope): cantilever left and right exposed , end vertical Jett exposed; Lumber nor, -,1 w plate grip DOL=I 60 2) This truss has been designed for a 10.0 psf 3- 9- 14 6-4-0 7-0-0 3-9-14 26-9 CS1. I C' 0, 26 BG 0A9 WB 0,46 Matrix -MP DEFL, in loc) I/defl Ud PLATES GRIP Vert(H-) 0, 02 6 999 360 MT20 244/190 Vert(CT) 0, 03 5 6 999 180 1 ior/(C- T) 0,01 4 111,) n/a Wind(LI-) 0. 02 6 999 240 Weight: 41 11b V T - I 0% 3) ' This truss has been designed for, a live load of 20,0psf on the bottom chord in all areas whore 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 When,) of truss to bearing plate capable of withstanding 100 Ito uplift at loint(s) excelat (jt-lb) 1 =132, 4=572, 6) Hanger(s) or other connection dewco(s) shall be provided Sufficient to support concentrated load(s) 96 111 (town and,13 In up at 2-4-12, and 176 In down and 60 lb (it) at 4-4-12, and 1509 10 down and 464 lb kip at 6-4-12, on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CA,F(S) section, loads applied to the face, of the truss are rioted as front (F) or back 13) LOAD CASE( S) Standard 1) Dead I, Roof Live (balanced): Lumber lnctease1.25, Plato Increase-1 25 Uniform Leads (plf) Vert: 1 -3 --- 60, 1-4= 20 ConcomltateA Loads (1h) Vert 5 -- -1509(B) 9- -96(B) I 0=- 176(B) Wt 4W, M P 1 Job !Truss Truss Type 1 J71' Jack -Open Al Roof Trusses, Fort pewee, FL 34946, daiAqt,(q)ono,ss com 1-0-0 1-0-0 Qty Ply RYAN HOMES / SCASIDF, v1 A0003,730 8 Job Reference (optional) Pon 8 120s Nov 12 2011 I'm,( 8 120's Nov 12 2017 Milek lndostnes, Inc thu At,, 26 16 09,40 2018 Page I ID P42uXRd_Kj2 I gP?aff'S 28yAdrr-81p8WMfdzUqdeoh Y8vFI it I ijrCDK I WY__4CSy8[,/r,,lpBv 7.0-0 7-0-0 Dead Load Defl, = 1 `8 to 500112 131 3x4 4 7-0-0 7-0-0 L-OADING(p%O SPACING- 2-0-0 CS1. DEFL. in to(,) Well! L/d 1-CH, 20,0 Plate Grip 001 1,25 TC 0,56 Vert(U-) 0,33 4-7 249 240 TCDI- 10,0 Lumber DOL, 1,25 BC 0,48 Vert(CT) 0,28 4-7 294 180 BCA-L 0'0 Rep Stress Inct- YES WB 0,00 Horz(CT) 001 3 n/a n1a BCDL 10,0 Code FB(,2017rFPI2014 Matrix -MP LUMBER - TOP Cl fORD 2x4 SF1 M 30 BOT CHORD 2x4 SP 2400F 2,0F BRACING- LOAD CASE($) 101-1 CHORD Standard Structural wood sheathing directly applied or 6-0-0 no purlins. BO-1 CHORD Rigid coiling directly applied or 10-0 0 oc, bracing. Mil ek recon irriend-, that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3 179i'Mochanical 2 342/0-8-0 (min. 0-1-8) 4 94/Mechantcal Max Horz, 2 z'i 142(LC 12) Max Uplift 3 1 14(L-(-, 12) 2 173(LC 8) 4 77(L-C 9) Max Grail, 3 179(1,C 1) 2 342(LC 1) 4 131 (LC 3) FORCES, (lb) Max. Comp,/Max. Ton. - All forces 250 (11)) or loss exc.ept when shown. NOTES- 1) Wind: ASCE 7-10, Vult=1 50mph (3 second gust) Vasd= 1 16rnph, -rCDl--5.0psf; BCD[ 5 Opst, h- I 6ft; Cat 11 ' Exp C: End-.CCpi=O, 18; MWFRS envelope) and C-C Extenor(2) zone, cantilever left and tight exposed . end vertical left exposed; porch left exposod;C-C for members and forces & MWFRS for reactions shown: Lumber DO[ - 1,60 plate grip DOL.=1,60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurront with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mernbers PLATES GRIP MI-20 244/190 Weight 23 In F'r z 10% vi 1 re.it Ale p.,i ire ck j"-" 1, 1N 0 t A, P", 1A"I 411 "1, 111-1-111 P, a" - 0 k' I l't "4 poq' 41Q A 1 iW lisA. . . fl! P i kq'o'o"," ti, w"i'm '!A 4q,f (b, 1"m A I rr"I 1-i"" A4e qi-3exiAa,`tP zi Job Truss Truss Type Jack Opo Al Poor lmssos, r,orl lNeme, VL 34946, d(,s,q,0,&t I tmss coul 1_0-0 2 98 i o-O 2-9-8 Qty Ply RYAN i i0MFS / St ASUI vi A000313 I Jot) Reference (opronal) Run 8 120 S No, 12 2011 f1r,ot 8 120 s Nov 12 2017 Wek lnd-tnea, Inc thu Apr 26 16 09 41 2013 Pa,j't I DP42UXRdKj2lgP?afFS 28yAdu- (:ONXkiq F koyU GyV B6rR U F Yt)()3t)bWrnx6 IJ sGV1 it tzMpBU 568 7-0-0 290 1-5-8 5 k' I 5x4 ri 500 1? 4 f 1 Vvt 3 B3 1,,) 3x4 2x4 0 9 SX4 II 3x4 2_4_3 2 9 6 2 4-3 'o's'f) Plato Offset-, (X,Y)-- [3:0-2-3,0-0-4] LOADING (psf) SPACING- 2_0_0 CSV ra-L 200 Plate Grip D01 1.25 TC 0,92 1 CD 1, 10,0 Lumber DO[, 1 25 BC 0,36 BCIA 0r) Rep Stress Incr YES WB 0 17 BCD[, 100 Code FBC2017,-T 1-112014 matrix -Mr, LUMBER - TOP Cl 110RD 2x4 SP No 2 7-0-0 4-2 8 DEFL. in loc) Well L/d Verl(L L) 0, 15 8 562 360 Vert(CT) 0,30 8 275 180 f io(I'(C T-) 0,11 7 n/a n/a Wind(H-) 0,27 8 300 240 B0 I'CHORD 2x4 SP No.2 'Except` 3) This truss has, been designed fora 10,0 list 132: 2x4 SP No bottom chord live load nonconcumnt with any WFBS 2x4 SP No-3 other live loads- BRACING - TOP CI IORD Structural wood sheathing directly apr0tod or 2-2-0 or; purfins, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc, bracing Mi rok recommends that Stabilizers and required cross bracing be, installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (IbIsr,,e) 5 -81/Mechantcal 2 341/0-8 0 (min. 0-1-8) 7 365IMechanical Max Horz 2 Max Uplift 2 7 Max Grav 2 7 FORCES. (11b) Max. Comp -'Max. I en' except when shown, TOP CHORD 3 -4 -- -332/264 BOTCHORO 3-7--- 426/343 WEBS 4 7 --4681580 142(i-C 12) 81(L(,, 1) 78(L,C 12) 134(1,(-, 12) 26(U' 12) 341(I_G 1) 3165(1_c 1) All forces 250 0b) or loss 4) flits trtis,, has boon designed for alive load of 20.Opsf on the bottom chord in all areas Whow a rectangle: 3-6-0 tall by 2-0-0 wide, will fit between the bottom chord and any other members- 5) Refer to girdei(,) for truss to truss connections, 6) Provide mochartic.oi connection (by others) of truss to boanng plate capable of withstanding 100 lh uplift at pinr(sl 5, 2 except (It---1b) 7-134 LOAD CASE(S) Standard NOTES. 1) Wind A,",CF 1 10, Vkilt=l 50unph (3 s'econd gust) Vasrl=l l6rnph; VCOI,_--5.0psf, , BCDl, - 5 Opsf; W, 16ft, Cat, 11, I-,xp C, I-ncl,, GCpi=0.m, MWFfRS envelope) and C-G Fxterior(2)zone; cantilever left and right exposed , cud vertical left expo sod:(" C for members and forces & MWFRS for reactions Vj': l< 1" 4 id- i'd", W 1""' O'd 14Q'Ilfic -tw po k i R"I i i""b 1' Pzj Oead toad Den. -- I M in I PLATES GRIP MT20 244/190 Weight: 28 Ih F T - 10% Job Truss "Fiiiss Type Oty Ply HYAN HOMES / SEAS1011 v I A0003/32; WRCSSIM VM3 valley :1 Job Reference (optional) Al Roof lmsws, i o0 iliome1`1- 34946, do.s,qn((t)a Ww"s com R 8 120 s Nov 12 2011 Pant 8 120 s Nov 12 2011 Mil ek Indusinos, 1,,c f Hu Ap, 26 16 09 41 2018 Page I ID P42uXRd Kj219P?afFS 28yAdcr-cDNXkigFkoyUGyFB6rRUFYI)'?ibgFrnzo7J,5GVtlrizmpBtI 3- 0-0 3- 0-0 5 00112 2 I 2x4i LOADING ( Fisf) SPACING- 2-0.0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP FCI- L 20,0 Plate Grip DOI, 1,25 T C 0,11 V(,,,rt(LI-) n/a n1a 999 M T20 244/190 FCDL 10,0 Lumber DOL 1,25 13C 005 Vert(CT) n/,,) n/a 999 BCLI-, 00 Rep Stress Incr YES WB 0,00 Florz(C-F) 0F00 2 n/a n/a BCDL 100 Code FBC201711-PI2014 Matrix-P Weight: 8 lb FT --- 10'% LUMBER - FOP CHORD 2x4SPNo.2 BOT C14ORD 2x4 SP NO2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0 0 oc purlins, 1301- CHORD Rigid ceiling directly applied or 10-0-0 oc bracino. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. lb, size) 1 = 9012- 11-6 (rnin,0-11-8) 2 = 6712- 11-6 (min. 0- 1-8) 3 22/ 2-11-6 (inin,0-11-8) Max Horz 1 = 42( LC 12) Max Uplift I 18( t-C 12) 2 = 47ft_ C 12) Max Grav 1 90( LC 1) 2 = 67( LC 1) 3 = 45( F,C 3) FORCES. (1b) Max, Comp./ Max. Ten. - All forces 250 (lb) or loss except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd=1 16rnphl FC[)L=5,0psf; BCDL--5,0psf; h= 16ft, Cut, 11, Exp C, [E-ricl., GCpi=0.181 MWFRS envelope)and C-C. Exterior(2) zone, cantilever left and right exposed , end vertical left exposec!,C C for rnernbersand forces & MWFRS for reactions shown; s Lumber (01 -= 1.60 plate grip DOL= 1 60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0 pst 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 hofforn chord in all areas where I) rectangle 3- 6-0 fall by 2-0-0 wide will fit between the hottom chord and any other memberF 5) Bearing at joint(s) 2 considers parallel to qrwi 6) Provide mechanical connection (by of truss to hearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, LOAD CASE( S) Standard dN m Vt, 1", 9A1 I-dtIt itr+ 210ifik podt,, d P Job :TRISS Truss Type QtY Ply RYAN I iOM(-' S/St-ASIDU I A0003/33 WRGSS 11) 1 !VM5 Valley Jot) Reference (Optional) Al Roof i rUsses, kxT VI, 34946, des,qn(cPa ltfu%s com Run 8 120 s Nov 12 2011 11nW 8 170 s Nov 12 2011 Wak Industnet, Inc 1hu Apr 26 16 09 42 2,018 11),le 1 10 P42UXRd _Kj2l gP?all'S 28yAdrr-4Pxvx2qtV54L k16qN0YyjrmumAQ'?0SVQ2f IYWx2DD/MpRt 4-8-0 4-8-0 6 LOADING(pst') SPACING- 2-0-0 TCLI_ 20,0 Plate Grip DOT, 1,25 TCDL 100 Lumber DOI, 1,25 RCLL M) Pop Stress Incr YES BCDL 100 Code FPC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No-3 BRACING - TOP CHORD StrUCILM) l W00d sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTek recornmends that Stabilizers and required cross bracing be installed during truss erection, in acco(darice. with Stabilizer Installation guide. REACTIONS, Ih/size) 1 90M-7-6 (min_ 0-1-8) 3 - 114 7 -6 (rain 0- 1 -8) 5 22414-7-6 (min,0-1-8) 4 = 1t4-7-6 (nnn.0-1-8) Max Harr 1 72(L-C 12) Max Uplift 1 3(,LC 12) 3 I(I,C 1) 5 r 89(LC 12) 4 = 1 (LC 3) Max Gcav I 90(t,C 1) 5 = 224([,C, 1) FORCES, ( 1b) Max, Comp./Max Ten. - All forces 250 (lb) or loss except when shown, TOP CHORD 2- 5-169/285 NOTES- 1) Wind: AS(',[-- 7- 10, Vub-, 150rnph (3-second gust) Vasd- 1 116mph, I CDt_=5,0psf1 BCDL-5,0psf, h, l6ft, Cat. If: Exp C: Frid ., GCpi =0, 18 ' MWFRS envelope) and C-C Fxterioi(2) zone.: cantilever left and right exposed ; end vertical left exposod,G G for members and forces & MWFRS for reactions shown; Lumber DOL-1,60 plate grip DOI,=1 60 2) Gable, requires GOIAMLJOUS bottom chord hearing, 3) This (I'LISS has been designed for a 10 0 psf bottom chord live load with any other live loads, 4 2x4 1 5.4 CS1. DEEL. in floc) Udefl 1, /d I G 0,11 Vert(I L) n/a 11/a 999 BC 0,06 Vert(CT) n/a n/a 999 WB 0,00 Hou(C F) 000 3 a n/a matrix- p 5) Bearing at joint(s) 3 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by other's) of truss to bearing plate capable of withstanding 100 in Uplift at j0int(s) 1, 3, 5, 4- LOAD CASE(S) Standard PLATES GRIP M 120 2441190 Weiqhl: 15 Ih FT - - 10 "/,, tw p, TYPICAL HIP / KING JACK CONNECTION I SI'D'1'1,0 I 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. A-1 ROOF TRUSSES 4451 ST, LOCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails Ccb BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC I ttach Corner Jack's 2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A,l ROOF TRIN J-S 4451 ST, L'UUE WND, FORT PILRCE, IL 34946 172,109-1010 ALTERNATE DIAGONAL BRACING_, TO THE BOTTOM CHORD I' - 3' MA OTAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCH TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST A OUT OF PLANE LOADS THAT MAY RESULT FI THE BRACING OF THE GABLE ENDS. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURL -IN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH, FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.), PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL., BLOCKING TO TRUSSES WITH (2) -- 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS, CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS 'TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X- SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS 'THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' Q.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 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 TRUSe MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL, STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE, STANDARD GABLE TRUSS UKAL- TRUSS ZT1 in AN AOEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL. LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE I -DADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY, JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTI-04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDI I IONS: ASCE 7-98, ASCE, 7-02, ASCE 7 05, ASCE 7-10 WIND STANDARDS UNDER AFL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT I EXCEEDS 377 LBS, REFER 10 AC I UAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS- NOTE: THIS DETAIL IS VALID FOR ONE: PLY TRUSSES SPACED 24" O.0OR LESS A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34941 772A09- 1010 PIGGYBACK TRUSS REFER TOACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION_ ION SPACEPURLINS ACCORDING TO THE MAXIMUM UM SPACINGON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' Of) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH [IIGGYBAC)< TRUSS I-O]HEBASE TRUSS WITH 2"X8" TFI- I OCK MULTI -USE CONNECTIONPLATES SPACED 48'0 G PLATES SHALL [IF PRESSFI) INTO THE PIGGYBACK TRUSS AT48" QC. STAGGERED FROM FACH FACE AND NAILED 10 THE BASE TRUSS WITH FOUR (4) 6d (1 5" X 0,099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 HIS, AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTIONPLATE{MINIMUM OF2PLATES) ATTACH EACH l'( JRI-INIOTHE TOP CHORD OF THE BASE I RUSS PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION I I t" 'T to W' f :R F 1, ' 1 W a 11" 1A V w V1 P i"' V, 4 1 k'o z. ssea 44 1 1 'O' JULY 17,2017 ( TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 - I A-1 ROOF mussEs 4451 ST. LJJ('E 8t,VD FORT PIERCE, Ft- 349, SECURE W/ ATTACH 2X4 CON ITNUOUS N2 SYP TO THE ROOF W1 TWO USP WS45 (IA"X 4_5") WOOD SCRE`VS INTO EACH BASF TRUSS GENERAL SPECIFICATIONS: 1, NAIL SIZE = 3" X OT31" -- 10d 2. WOOD SCREW z 4.5'* WS45 USP OR EQUIVALENT. 1, 1 INSTALI- SHEATHING TO TOP CHORD OF BASE TRUSSES 4, INSTAI-L VALLEY TRUSSES (24" O.G. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL. "A", 5. 1114AGE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS 6, NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.0 F END, COMMON S, OR GIRDER TRUSS mKonfiffim WIND DESIGN PER ASCF 7-98, ASCF 7 02, ASCF 1-05 146 MPH WIND DESIGN PER ASCE 1-10, 110 MPH MAX MEAN ROOF HEIGHT - 30 FEET ROOF PITCH -- MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE; 1,60 MAX TOP CHORD TOTAL LOAD -5011SF MAX SPACING = 24" O.C. (BASF AND VALLEY) MINIMUM REDUCED DEAD LOAF) OF 6 PSF ON THE TRUSSES I FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06 A& A-1 ROOF TRUSSES 4411 IT I I RI'In TO I W/ NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: I NAIL SIZE, = 3" X 0 131' = 10d WOOD SCREW = 3'WS3 TTSP OR EQUIVALENT. 3 INSTAI,L,VALtEy-INJSSES(24"0(, MAXIMUM) AND SECURE PFR DL )All A" 4 BRACE VALLEY WF13S IN ACCORDANCE WITH THE INDIVIUAI- DESIGN DRAWINGS, BASE TRUSSSFIALT, BE D1-SI(;NFDWI1H APURUN SPADING FOUIVAkt-N-1 TO THE RAKE DIMENSION OF THE VALLEY FYTRUSS SPACING 6 FAILING DONE MR NDS 01 JULY 17, 2017 Vf-NL-L-L- I .L- I "L- I rAft- HIGH WIND VELOCITY) STDTI-07 - A-1 P001' T-P(Ai,ES 4451ST LUGAEBLVO FORT PIERCE It- 341),16 772 409-1010 A] rAC WIND UFSIGN Pf',R ASCI, 1 98, AoCIF /-( WINO DESIGN FIFR A,,(-,F 7 10 110 MPI- MAX MEAN ROOF I-WIGHT :q)f-EFT CATERGORY 11 HLIILOING FXPOSURI 11 OR (11 WIND DURATION OF I OAD 1NCRFA,'3F I MAX 1 of, (,i iom) ro I At, t (,)At) = 50 PSF MAX SPACING 24" 0 C, (BASI AND VA SUPPORTING I RUS,`3f-S DIRFC 1-1 Y UND DESIGNED Willi A MAXIMUM UNf3RACFF) t [NGI-Ii0f- 2'- 10"ONAFFF(JI-D TOPCHORUS NOTES: I ' SHITATHINGAPI'llf- ' OAF-ItF iNST-Alt,Al-iONO:VAt[[Y[R,13 t61,,s 2, THIS [)I- I -All IS NOT APPI ICAIII L FOR SPf` S SPf CIFS I LJMIJf R F- ORBfvF1Ir-DB0TTOM CHORD, CJ If' MAY BF A1111t IF-D T- 0FII`HFRF-ACE. 0 IPMAY Iq7 APPI, IFO TO I I flS FACJ- Ull 10 A MAXIM( TIV16/12PITCH 110 rTOM CHOPI) 11fit)I TOM " to 1-1----,-- -- --- - t L] THISTHIS F ACEWRENPITCH f XCF F DS 6,112 (MAXIMUM 12112PITC,fij FEBRUARY 17,2017 1 STANDARD GABLE END DETAIL 1 STDTL08 FIR A I ROOF TRUSSES 4451 ST. LUCIE RLVD- FORT PIL-RCE, FL 34946 772 409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS VERT STUD INNEWFATIRIN TRUSS GEOMETRY AND CONDITIONS10 -DSSGEOMETRY0C OW ILLUSESHOWNAREFORILLUSTRAI ON ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL TYPICAL HORIZONTAL BRACE NAILED TO 4VERTICALSX SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' D.C. MAX, SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA, 12 PROVIDE 2X4 BLOCKING BETWEEN VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. A TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM ROOF 3X4 PLYWOOD SHEATHING Td SHEATHING B 2X4 STD SPF BLOCK A I F DIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOT: 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,Xr NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1 BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG, ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM, V 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR / TBETTERWITHONEROWOF10dNAILSSPACED6' O.C. f TRUSSES R 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O,C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUB, ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUBS 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) 8, THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG, BRACE 10d NAILS. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES, IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3,0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY, (SEE SECTION A -A) It. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC, ENO WALL 2) DIAGONAL MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL BRACES AT SIZE SPECIES SPACING BRACE L __ BRACE BRACE 1/3 POINTS AND GRADE MAXIMUM STUD LENGTH 2X4 SP #3 1 STUD 12" QC. 3-8-10 5-6-11 6-6-11 _111-13 2X4 SP #3 f STUD 16"0,C, 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP 431 STUD 24" O,C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12'0.C. 3-10-15 5-6-11 66-11 11-8-14 2X4 SP #2 16"0,C, 3-6-11 4-9-12 6-6-11 10-8- 0 2X4SP#2--,— 24" o.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 FXPOSURE B OR C ASCETIO 190MPH U; DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1,60 STUD OF BRACING IS BASED ON MWFRS FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09' WITH 2X BRACE ONLY 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 BLVEY C,)Rr FIERCE. t L .14946 7 72-A 09-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 4R 2X8 10d 6' OX. 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 T 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 ' mmm 2X8 I --BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER, NAILS NAILS o WEB NAILS WEB 1--BRACE T--BRACE SECTION DETAI 1. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST LOCX-- RFVD FORT FL 3,1946 777-109-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW, NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10dSCAB NAILS (0.131' X X) 0.131' X 3). ATTACH 1*0 VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131' X 3') 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 (0131' X X) 4' - n, DESIGNED BY OTHERS, IF SPLICING IS NECESSARY, USE A 4' - 0' 1 ONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0216' DIA,) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (1P) - 10d NAILS (0.131' X 3) STAGGERED AND EQUALLY SPACED (TO HE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11 A-1 ROOF 7Rt#`tSF`s 4451 ST. LUC?IE BLVD FORT PIERCE, [1 3d9446 712 409-1010 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 P001 (LD/NAIL) OIA SP OF HE SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 Q .135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 96.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 Z .131 75.9 69.5 60.3 59.0 51.1 u .148A--.81.4 74.5 64.6 63.2 .52.5 0v VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIEO. THIS DETAIL TO ONLY APPLICABLE 1-0 THE THREE ENO DETAILS SHOWN BELOW. VIEWS SMDWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2X3) 2 NAILS NEAR SIDEX_ NEAR SIDE SIDE VIEW 2X4) 3 NAILS EXAMPLE: -t NEAR SIDE 3) - 16d NAILS (0-160' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD t NEAR SIDE FOR LOAD DURATION INCREASE OF I15: 3 (NAILS) X 64.5 (LB/NAIL) X 115 (DOL) = 29L5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.04° ANGLE MAY VARY FROM 30, TO 60, 45 "' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE i NEAR SIDE ANGLE MAY VARY FROM 30` TO 60' 45 0W r1l iEBRUARY 17, 2017 A- I ROOF TRUSSES 4451 ST LUCIL BLVD, FORT PIERCE, FL, a4946, 112-409-1010 11100 mmmm"Aill THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING OESIGNCR IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA, SP OF HF SPF SPF-S LD z .131 59 ry 46 32 30 20 0 135 60 48 33 30 20 U-) 162 72 58 39 37 25 vl E 0 .128 54 42 28 27 19 z L'o 0 z _j ' 131 55 43 29 28 19 LIT j '148 62 48 34 31 21 120 51 39 27 26 17 C) z 128 49 38 26 25 17 0 131 51 39 27 26 17 0 148 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 L33: 3 (NAILS) X 37 (LB/NAIL) X 1,33 (DUL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION ODE TO WIND FOR WIND DOL OF LGO: 3 (NAILS) X 37 (LB/NAIL) X L60 (DOE FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION OUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LOS) 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' I TOP PLATE OF WALL VIEWS §_46WN ARE FORILLUSTRATIONPURPOSESONLY IL NAIL NAIL SIDE VIEW END -VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL, 13 T, WORM" 0,410M A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 712-409-1010 JIMPAW, 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. AfIril 11, 2016 TYPICAL ALTERNATE BRACING DETAIL S'1'1)'I'L, 14IFOEXTERIORFLATGIRDERTRUSSI A- I ROOF FROSSFS 4451 ST ' LUCIE RLM FORT PIERCE, FL 34946 12 772-409-1010 VARIES 4) 12d if '> (4) 12dTRUSS24O.C. ---\ Z IA --- JPLIFT CONNECTION SEE ROOF TRUSS) LVI 0 1 - MAX 30k' (21-611) 2x6 #2 SP (Both Faces) 24 it O.C. SIMPSON H5 C"'fcht ""'Ak I Wh'.W i-, 'M N FEBRUARY 17, 2017 A- I ROOF TFOJ5SJS 4451 S T I,tJ(A[,- ht V0 I OR r PtLRCF, It, JW946 l`12, IC,9 !Olt) NOTES STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES STDTL1 5 TOTAL NUMBER MAXIMUM FORCE (LBS) IS/ LOAD DURATION OF NAILS EACH x SIOE OF BREAK (INCHES) SF OF SPF HE 2X4 ~^ 2X6 2X4 TM~ 2X6 M. 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36* 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42^ 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X- SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR *2X6) SPACED 4' B.C. AS SHOWN (.131' 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 MINt 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (0 SHALL. NOT EXCEED 12', (CA'PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) 19 CALCULATEO AS FOLLOWS: L - (2) X + C 15 10d NAILS NEAR SIDE 10d NAILS FAR SIDE THE LOCATION OF THE FIREAK 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). 00 NOT USE REPAIR FOR JOINT SPLICES 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 15 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, ATJ L MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END OISTANCC, EOGE DISTANCE, AND SPACING OF NAILS 5HAIJ- BE SUCH As To AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR 15 TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X- ORIENTATION ONLY. 6. THIS REPAIR IS LJMITFO TO TRUSSES WITH NO MORE THAN THREE, BROKEN MEMBERS, 1* REBRUARY 17, 2017 SCAB APPLIED OVERHANGS I STDTL1 6 A-1 ROOF TRUSSES 4451 ST LUCIF BLVD FORT FIERCE, FL 34946 172-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' Q.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12112 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAH (MINIMUM #2 GRADE SPF, HE, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X— SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG, THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. FREFER --fFfN-DIVINDIVIDUAL TRUSSDESIGNI ot FORPLATE SIZES AND LUMBER GRADESI 0 IAA F(I 1 1, i -(; FND 12 `' 0) F I 1: R Y — 4 " A. F, f w" R 'NS B f Ri)z Um F SS NON 2 lN, N €hfY V 7' A 1, ii 2211 7F' 25 2 HANGFR BY BUL AN"O a110 OFAD LOAD OVE LOAP A' r All E BY VAI., Z A R J, JOB y. X ii f tMA-1 ROOF T R U S S E 5 DESCRIPTION AS FURNISHED: Lot 13, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR CERTIFIED TO: Ryon HomesINVR Inc. BRISSON AVENUE 15RIW PER ORB. 7981 PG. 555) S 00*19,09 " E 75. 00' I' NON-VEHICULARESMT. - 20. 01' 15' WALL & LANDSCAPE ESMt 2010 1 LOT 13 LOT 12 1 1 12,65' I 8.3 1 15. 7' FORMBOARD FOUNDATION TOP OF FORMS - 27.23' Z 49' 2. 48' 25. 00' 25. 00' to , ylx. ESUT, Ig6: Jr- S 00119,019" E (9.a) 1 75, 00' HANWORTH LOOP 50' PRIVATE RIW) PROPOSED - nNSNFD SPOT OWE ELEVATIONS PER DRAINAGE PLANS 1— tMPERMUS COVERAGE 4,,TJ71 SQUARE FEET OR 48.2X FRONT - 26 LOT CONTAINS 000* SQUARE FEET REAR 20' PROPOSED DRAINAGE FLOW LOT GRADING TYPE A WALK ON-271 SQUARE FEET SIDE 5' FOR 40' LOTS WALK OFF-375,* SQUARE FEET SIDE 75' FOR 60* LOTS PROPOSED FINISH FLOOR PER PLANS - 2 7. 1 DRIVE 0 ARE FEET SIDE 16' FOR 75' LOTS SQUAREDRIVE 142 SQUARE SIDE STREET - 25' FEETCRVSEjVffEYE, R -SCOTT ASSOC, INC - LAjVD SURVEYORS OR, ORLANDO, FL. J2807 5400E. 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RL 45801 ZONE * X* MAP I 12117COO9Or (09-24-07) a UNIVERSAL UES Project No: 0110.1700732,0000 Workorder No: 9433370-1 ENGINEERING SCIENCES Report Date: 2/1/2019 Consultants In: Geotechnical Engineering • Environmental Sciences03Geoph'$'c Construction Matetris Testing - Threshold Inspectionop Build n9 n Plan Review - Buildi Code Administration 3532 Maggie Blvd, Orian I P: 4W07.42&0 F: 407.423.3106 In-Ptar ,2 12enaily J2§1 ReRg Client: Ryan Homes UES Technician: Sherwood Coleman 4307 Vineland Road Suite H-1 6 Orlando, FL 32811 Date Tested: 02/01/2019 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 13 (3726 Hansworth Loop) Materlat Fill Reference Daturn: 0 = Top of Fill Tvp_q Qf TSsJ Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range 114aximum Density pd) Dptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction I Fill Depth inch) Pass or Fall 1 South Footing (Proposed) 1-2 ft 105.4 12.2 107.6 6.3 102 N/A Pas: 2 East Footing (Proposed) 2-3 ft 105.4 12.2 105.8 8.5 100 N/A Pas: 3 North Footing (Proposed) 2-3 ft 105.4 12.2 107.6 9.2 102 N/A Pas: 4 Southwest Comer of Pad 1-2 ft 105.4 12.2 106A 7.2 101 N/A Pas: 5 1 Northeast Corner of Pad 1 2-3 ft 1 105.41 12.2 1 1073 1 8.7 1 102 1 NIA I Pas: I Remarks: At time of testing, footings had not been excavated. All Densities were done inside of Pad. 7n nnfohlinh n —4-1 —#-6— H. I #hn 0"O'li- -4 --h— a11 --# — nrrhmiNn.t — —47.4-6 1 --k' '-4 M FORM R405A.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: Unxiz:: Community: Lot: Address: 4cjaz, L—A-_) L Unit: City: t State', L - Zip:, K--fL 2 z E 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 I and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO. ACK50) specified on Form R405-2017-Energy CoIc (Performonce) or W6-2017 (ERI)., = L-I - /n —7 x 60 I Method for CalCulating bUild4ngy0luMe7 crm(50) Builclirfg Volume ACH(50) 0 Retrieved from architectural plans P_ PASS (Mechanical Ventilation is not required) Code software calculated Fj PASS (with Mechanical Ventilation) 0 Field measured and calculated0FAIL R402.4.1.2 Testing. Testing shall be conducted In accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0,2 inch w.g, (50 Pascals). Testing shall be conducted by either Individuals as defined In Section S53.993(5) or (7), Florida Statues, or Individuals licensed as set forth In Section 489. 1 05(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 code officlat. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, During testing: 1.Exterlor windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures. 2.Damper,s including exhaust, Intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended Infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, If installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Ligh!years, 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: ,)15,_7,,/,' t Date of Test: I Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit job Information Builder: Community: Lot: Address: Unit: Ll cj L26-2 L- JLL City: L (ILI ZL,--,r State: Zip: L Le Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0,04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R4033.3. Is the air handler unit installed during testing?E] YES f00,4) q E] NO P rformance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the L)z Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Cafe) or R406-2017 I*ASS []FAIL — Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553,993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET