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2305 Kelmscott Ct 18-3352; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000749 BUILDING PERMIT NUMBER: 18-10000749 3- Aj 70,14 1 DATE: August 28, 2018 r7l 3-5 13V_j UNIT ADDRESS: KELMSCOTT COURT 2305 17-20-31-5VC-0000-0710 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2305 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilHousing 705.00 1.000 dwl unit ROADS-COLLECTORSN/A 705.00 Single Housing .00 1.000 dwl unit 00 FIRE ES.UE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHOOLS 54.00 CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY 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 THIS -a1A1rr1zN.V IS NO LONGER VALID IF A BUILDING PERMIT IS NOT fiyISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE0 j 0 d l Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018114990 Book:9226 Page:478; (1 PAGES) RCD: 10/8/2018 10:27:25 AM REC FEE $10.00 ti THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes, Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 t' zIC NOTICE OF COMMENCEMENT Permit Number: 18-3352 Parcel ID Number. 17-20-1-5VC-0000-0710 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 # 71 of Kensington Reserve 2305 Kelmscott Court 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 6. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 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 6. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Signat Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's TidelOffice) Auth zedOffeerlofrectorrPannerfManafler) State of FlQrida County of oranag The foregoing instrument was acknowledged before me this S day of , 20 18 by Qayna Mitchell Who Is personally known to me t K OR Name of person mating statement who has produced identification Ca type of Identification produced: L ~;, UACY Lr-IGH MCDQ \TALC, t - 0fai StON +t FF93 iQ 2 Not ery Signature aturePiai: S C)UuGer Q&. 2G r9 s REQUEST FOR TUG & PREPQWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: :.' l Project Name: Kensington Reserve Project Address: Building Permit #: '"", > Electrical Permit #Cj In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-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 tenninate 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 indernnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximmn of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Print Name of w nant Signature f i r enant JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Print Name of Gd. 1 Signature CGC15171 Gen. Contractor License # Homes Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor ECO003096 El. Contractor License # CALLED INTO: o Progress Energy a Florida Power and Light on ! / Rev. 02/10/15) RECORD ('011Y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot71 Kensington Reserve Dora IEGRW Builder Name: Ryan Homes Street: 2305 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: . Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) Af 1. New construction or existing New (From Plans) 9. Wall Types (2380.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1120,00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 373.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1887.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1887.00 ft2 6. Conditioned floor area above grade (ft2) 1887 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(239.6 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 377.4 a. U-Factor: Dbl, U=0.35 170.56 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 34.8 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.672 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1887.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1502.00 ft2 b. Conservation features b. Floor over Garage R=19.0 385.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.127 Total Proposed Modified Loads: 56.89 PASSTotalBaselineLoads: 61.15 I hereby certify that the plans and specifications covered by Review of the plans and S?;q this calculation are in compliance the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: ___ _ __ ' ___ _._______ Before construction is completed v 3, DATE: this building will be inspected for g. compliance with Section 553.908 hereby certify that this building, as design d, is in compliance with the Florida Energy Code,_ Florida Statutes, QQD 1 OWNER/AGENT:_-_--_______.__.__-______--__ BUILDING OFFICIAL: ___ -- - - --- 7/16/201$ DATE: ----------_-.---_ -____.-- ___ _--__ DATE. _ ___ _----_ __---Cs2' f ' <----- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot71Kensington Reserve Dora Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1887 Lot # 71 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 2305 KELMSCOTT CO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL , 32773 New/ Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockll 1887 16039.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1887 16039.5 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 385 ft2 19 0.13 0 0.87 2 Slab -On -Grade Edge Insulatio Main 95 ft 0 756 ft2 0.45 0 0.55 3 Slab -On -Grade Edge Insulatio Main 66 ft 0 746 ft' 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Hip Composition shingles 2044 ft2 0 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC V# Type Ventilation Vent Ratio (11 in) Area RBS IRCC 1 Full attic Vented 300 1887 ft2 N N 7116/ 2018 2:30 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1887 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0 2 S Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0 6 N Exterior Concrete Block - Int Insul Main 4.1 35 6 9 4 331.3 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0 8 E Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 9 Exterior Frame - Wood Main 11 40 0 9 4 373.3 ft2 0 0.23 0.01 0 DOORS 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 16 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 8.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 9.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 5 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 10 ft 8 in None Exterior 5 6 E 7 Vinyl Low-E Double Yes 0.34 0,31 N 5.0 ft2 1 ft 0 in 1 ft 0 in None None 7 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 8 E 8 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 9 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 452 ft2 452 ft2 48.1 ft 8.5 ft 1 7/16/2018 2:30 PM EnergyGaugeOD USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACM ACH 50 1 Wholehouse Proposed ACH(50) 000378 1871.3 102.73 193.2 .3398 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 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 ft' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 377.4 ft Main 94.35 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma Jun X Jul X Au X Se Oct Nov Dec Heating X Jan Feb Xj Mar ARr I May Jun Jul Aug Seprl Oct X Nov Dec Ventin Jan Feb [X Mar A r May Jun [ Jul Au Sel Oct X Nov Dec 7/16/2018 2:30 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) 1111111111111111 AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORMR405-2U17 u ^ LEVELNU»0 U q U N N' (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction mexisting z. Single family mmultiple family 1Number munits, nmultiple family Number vvBedrooms o. | nthis aworst case? V. Conditioned floor area (M`) r wxnuuwm^^ Devonpono o. u- ruuvc ou|.u= ono a*GC: sHGc~o.cn o. o'Fuumc om.u= n.ez 8HoC: S*GC=000 o. u'raom,: om.o= o.n* sHoo: S*GC=0.31 n. u-Factor: wm snGc: Area Weighted Average Overhang Depth: Area Weighted Average Snoc: Floor Types o.8|a»- on-omunEdge Insulation u.Floor over Garage u. w/^ New (From Plans) o Wall Types u Framevv ou' Exterior u.Concrete Block 'mt/nxw.Exterior cFramo-vvoou.extenv x u.wm 10. Ceiling Types No a. Under Attic (Vented) 1887b.wm Area c.mm Ducts a.Sup: Attic, natmum mi: wain 64.0oft' 12.Cooling systems 5. 00 ft2 a. Central Unit ft2 oar ft 0.290 oovmnoo Area n~no 1502.00nr n=190 aun.nonp n= n` 1aHeating systems a, Electric Heat Pump 14.Hot water systems a. Electric b. Conservation features None 15. Credits 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) inthis home before final inspection. Otherwise, anew EPLDisplay Card will bacompleted based oninstalled Code compliant a. Builder Signature: _;w Date: 7/ 16/2018 Address cfNew Home: 2805Weln6ed( tCourt Cdy/FL2]p: 33775 Insulation Area e=mo 1120.00n` R=4.1 886.67ft2 n= 1/.0 373.33nr n= ft2 mmvwoun Area n=suo 1887. 00o" n= n" n= ft" nft2 kBtu/ h' Efficiency kBtmm Efficiency 32.6 HaPFm.00 Cap: 50 gallons WE Note: This is not a Building Energy Rating. Kyour Index is below 70, your home may qualify for energy efficient mortgage (EEK8) incentives ifyou obtain oFlorida EnergyGaugeRating. Email EnerOyGaugatech support ed techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff, Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/16/e0uu:oopm energvoovOaOuSA rw*es2017 - Section n*no,4.1 Compliant Software payo 1 of Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2305 KELMSCOTT COURT 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 verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 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. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/16/2018 2:30 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). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1, 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2A Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorptre energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/16/2018 2:30 PM EnergyGaugeO 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: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and insulation inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeO - USRCSB v6.0 7/16l2018 2:29:37 PM Page 1 of 1 Manual S Compliance Report Job: Lot7l Kensington Reserv.. wrightsoft Date: 08/31/2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CQDISCQ WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM Project• • For: Ryan Homes 2305 KELMSCOTT COURT, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26703 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.2°F Latent gain: 4577 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 31281 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 29766 Btuh Latent capacity: 4934 Btuh Total capacity: 34701 Btuh Model: GSZ140361K+ASPT47D14A 111 % of load 108% of load 111% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 23131 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 141 % of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.9 kW 117% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.2°F Capacity balance: 34 IF Economic balance: -99 OF wrightsot't" 2018-Jul-16 14:27:55 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 veDoralEGRW\Lot7lKensingtonReserveDoralEGRwrup Calc - MJ8 House faces: W Component Constructions Job: Lot7lKensingtonReserv... wrightsoftgi Date: 08/31/2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM lNiflEject intormation For: Ryan Homes 2305 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating CoolingOrlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ftl- °F ft-'F/Btuh BtuhM' Btu Btuh/V Btu Walls 12C-2sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2"x4" wood frm, 16" o.c. stud Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 It window ht, 10.67 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht n 320 0.081 15.0 2.24 718 2.34 748 e 205 0.081 15.0 2.24 460 2.34 479 s 297 0.081 15.0 2.24 666 2.34 695 w 171 0.081 15.0 2.24 385 2.34 401 all 993 0.081 15.0 2.24 2229 2.34 2323 n 315 0.201 4.1 5.57 1754 5.29 1668 e 183 0.201 4.1 5.57 1021 5.29 971 s 196 0.201 4.1 5.57 1091 5.29 1038 w 55 0.201 4.1 5.57 308 5.29 293 all 750 0.201 4.1 5.57 4174 5.29 3969 357 0,097 11.0 2.69 960 1.75 626 n 16 0.350 0 9.69 158 10.5 171 e 33 0.350 0 9.69 317 29.0 947 all 49 0.350 0 9.69 475 22.8 1117 e 5 0.340 0 9,42 47 35.7 179 e 30 0.350 0 9.69 291 29.0 869 s 15 0.350 0 9.69 145 10.6 160 w 15 0.350 0 9.69 141 29.0 422 w 45 0.350 0 9.69 436 29.0 1303 all 105 0.350 0 9.70 1014 26.3 2754 e 64 0.620 0 17.2 1099 16.9 1083 w rightsoft` 2018-Jul-16 14:27:55 Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 1 A...veDoralEGRW\Lot7lKensingtonReserveDoralEGRW.rup Calc=MJ8 Housefaces: W 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 8 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, w 9 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 n 16 0.390 all 40 0,390 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1141 0.026 gypsum board i nt fnsh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 385 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 95 0.989 0 9.69 78 10.5 84 0 9.69 87 34.0 306 0 10.8 259 12.0 289 0 10.8 173 12.0 193 0 10.8 432 12.0 481 38.0 0.72 822 1.41 1612 19.0 1.39 533 0.72 276 0 27.4 2603 0 0 Wrightsof't'" 2018-Jul-16 14:27:55 Right -Suited Universal 2018 18.0.13 RSU23828 Page 2 veDoralEGRW\ ot71KensingtonReserveDoralEGRW.rup Calc R MJ8 House faces: W Project Summary Job: LoUlKensingtonReserv... wrightsoW Date: 08/31/2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW DEtAIR.COM Project Information For: Ryyan Homes 2305 KELMSCOTT COURT, SANFORD, FL 32773 Desicin Information Weather Winter Design Conditions Outside db 42 °F Inside db 70 "F Design TD 28 °F Heating Summary Structure 18645 Btuh Ducts 4485 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23131 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Average 0 He 1ting887 Co 10 16180 16180 0.50 0.26 135 70 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN;JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 of Backup: 8.5 HSPF 32600 Btuh @ 470F 26 F 1160 cfm 0.050 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 27110 Btuh, 100 AFUE Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 46 or/lb Sensible Cooling Equipment Load Sizing Structure 19704 Btuh Ducts 6999 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 26703 Btuh Latent Cooling Equipment Load Sizing Structure 3174 Btuh Ducts 1403 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4577 Btuh Equipment Total Load (Sen+Lat) 31281 Btuh Req. total capacity at 0.75 SHR 3.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigFttsoft 2018-Jul '6 14 27:55 k ... Right-SUiteO Universal 2018 18 0.13 RSU23828 Page 1 veDora1 GRWot7tKarsingtonReserveDoraIEGRW.rup Galc = MJ8 House faces: W wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, Fl. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DFl_AI1l,C0M Job: Lot7lKensingtonResetveDo... Date: 08/31 /2016 By: JMJ 1 Room name Entire House Great Room 2 Exposed wall 235.0 ft 47.0 ft 3 Room height 8.5 It 9.3 If heat,'cool 4 Room dimensions 1.0 x 415.3 If 5 Hoorn area 1896.5 ft' 415.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btufv'ft'-`F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Neat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 320 320 718 748 0 0 0 0 Blk wall, stucco ext 0.201 n 5.57 5.29 331 315 1754 1668 257 240 1338 1272 2A-2om 0.350 n 9.69 10.46 16 0 158 171 16 0 158 171a 12C-2sw 0,081 e 2.24 2.34 240 205 460 479 0 0 0 0 11 2B-2fm 0.340 e 9.42 35.73 5 0 47 179 0 0 0 0 2B-2fm 0.350 e 9.69 28.96 30 0 291 869 0 0 0 0 Blk wall, stucco ext 0.201 e 5.57 5.29 280 183 1021 971 145 112 623 593 2A-2om 0.350 e 9.69 28.96 33 0 317 947 33 0 317 947 2A-2omd 0.620 e 17.17 16.92 64 64 1099 1083 0 0 0 0 12C-2sw 0.081 s 2.24 2.34 320 297 666 695 0 0 0 0 2A-2om 0.350 s 9.69 10.46 8 8 78 84 0 0 0 0 2A-2om 0,350 s 9,69 10.63 15 13 145 160 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5.29 196 196 1091 1038 0 0 0 0 12C-2sw 0.081 w 2.24 2.34 240 171 385 401 0 0 0 0 2A-2om 0.350 w 9.69 28.96 15 0 141 422 0 0 0 0 2A-2om 0.350 w 9.69 28.96 45 0 436 1303 0 0 0 0 2B-2fm 0.350 w 9.69 33.98 9 0 87 306 0 0 0 0 IL-D Blk wall, stucco ext 0.201 w 9.57 5.29 79 55 308 293 37 13 74 71 11DO 0.390 w 10.80 12.03 24 24 259 289 24 24 259 289 P 126-0sw 0.097 2.69 1.75 373 357 960 626 219 203 546 356 11DO 0.390 n 10.80 12.03 16 16 173 193 16 16 173 193 C 16B-38ad 0.026 0.72 1.41 1141 1141 822 1612 0 0 0 0 F 20P-19c 0,050 1.39 0.72 385 385 533 276 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 756 95 2603 0 415 47 1288 0 6 c) AED excursion 0 174 Envelope foss/gain 14553 14810 4777 3716 12 a) Infiltration 4093 1345 895 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants q 230 4 920 2 460 Appliances/other 2630 230 Subtotal (lines 6 to 13) 18645 19704 5672 4700 ess external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18645 19704 5672 4700 15 Duct loads 24 % 36 % 4485 6999 25 % 41 % 1420 1910 Total room load 23131 26703 7092 6611 Air required (cfm) 1160 1160 356 287 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgNtacoYtT -- -- Right-SuiteCr) 2018-Jul-1614:27:55 Universal 2018 18.0.13 RSU23828 veDoraIEGPW'\ ot7lKensingtonReserveDoralEGRW.ruin Cale = MJ8 House faces W Page 1 wrightsoft" Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL. 32771 Pl,ono 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot7l Kensington ReserveDo Date: 08/31/2016 By: imi 1 Room name Kitchen/Dining PWDR 2 Exposed wall 35.5 ft 12.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 14.5 x 21.0 ft 4.5 x 8.0 ft 5 Room area 304.5 W 36.0 ft2 Ty Construction 1. ' J-value Or HTM Area (ft') Load Area (ft') Load number Btuhfft'- fl Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Neat Cool Gross N/P/S Heat Cool Gross N/P/S Neat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 0 0 0 0 0 0 0 0 Blk wall, Stucco ext 0.201 n 5.57 5.29 0 0 0 0 75 75 416 395 2A-2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 V6 12C-2sw 0.081 e 2.24 2.34 0 0 0 0 0 0 0 0 1 213-2fm 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0 213-2fm 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0 131k wall, stucco ext O.Ml e 5.57 5.29 135 71 397 378 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 64 64 1099 1083 0 0 0 0 12C-2sw 0,081 S 2.24 2.34 0 0 0 0 0 0 0 0 2A -2om 0,350 s 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0,201 s 5.57 5.29 196 196 1091 1038 0 0 0 0 0.081 w 2.24 2.34 0 0 0 0 0 0 0 0TE 12C-2sw 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2B-2fm 0,350 w 9.69 33.98 0 0 0 0 0 0 0 0 UV Rlk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 42 42 2_34 222 11DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P L-D 12B-Osw 0.097 2.69 1.75 154 154 414 270 0 0 0 0 11DO 0.390 n 10,80 12,03 0 0 0 0 0 0 0 0 C 16B -3&-id 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 1 22A-tol 0.989 27.40 0.00 305 36 973 0 36 13 342 0 6 c) AED excursion 360 57 Envelope loss/gain 3974 2408 992 561 12 a) Infiltration 676 222 238 78 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants (q) 230 1 230 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4650 4060 12301 639 Less external load 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 a 14 Subtotal 4650 4060 1230 639 15 Duct loads 1 25% 41% 1164 1650 25% 41% 308 260 Total room load I 5814 5710 1538 89 Air required (cftn) 1 292 1 2481 1 77 39 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed, I- 2018-Jul-'6 14 27 55 R;ght-SAe0 Universal 2018 18.0.13 HS'_23828 Page 2ACPVeDoralEGPW\:_ ot71 Kensingto!)ReserveDoralEGRW,rup Calc = MJ8 i fouse faces W wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3653 Web: WWW.DFt,Alfl.COM Job: Lot71 Ken sing tonReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name Master BDRM Master Bath 2 Exposed wall 29.5 It 5.5 it 3 Room height 8.0 it heat/cool 8.0 it heaUcool 4 Room dimensions 1.0 x 230.0 It 1.0 x 71.5 If 5 Room area 230.0 it-' 71.5 ft2 Ty Construction U-value Or FITM Area (ft2) Load Area (ft2) Load number Btuh/ft2-"F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Fleat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 128 128 287 299 0 0 0 0 t__G Elk wall, stucco ext 0.201 n 5.57 5.29 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 12C-2sw 0.081 e 2.24 2.34 108 78 175 182 44 39 88 91 11 2B-2fm 0.340 0 9.42 35.73 0 0 0 0 5 0 47 179 2E-2fm 0.350 e 9,69 28.96 30 0 291 869 0 0 0 0 Blk wall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2on1 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 12C-2sw 0.081 s 2.24 2.34 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5,29 0 0 0 0 0 0 0 0 0.081 w 2. 2. 0 0 0 0 0 0 0 0TE 12C-2sw 2A-2om 0,350 w 9.6969 28.9696 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2E-2fm 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 yl Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 D0 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0D R L-D 12B-Osw 0.097 2.69 1.75 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 16B-38ad 0.026 0.72 1_41 230 230 166 325 72 72 51 101 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 79 8 Envelope loss/gain 919 1755 186 363 12 a) Infiltration 481 158 90 29 b) Room ventilation 0 O 0 0 13 Internal gains: Occupants <x 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1400 2743 276 392 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1400 2743 276 392 15 Duct loads 22% 31 % 315 846 22% 31` 62 121 Total room load 1715 3589 338 513 Air required (cfm) 86 156 1'7 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tDht-SwtUniversal2018 3U23828 -' 2018-Jut- 16 1 eaIECW ington eDo aIEGR Cal 1MSfacesW Page 3 wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODI5Co WAY, SANFORD, FL 32771 Phone- 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: L-ot71 Ken sing tonReserveDo.,. Date: 08/31 /2016 By: JMJ i Room name MWC MWIC 2 Exposed wall 6.0 ft 14,5 ft3Roomheight8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 4.0 ft 1.0 x 61.3 ft 5 Room area 24.0 W 61.3 It' Ty Construction U-value Or HTM Area (w) Load Area (tvjj Load number Btuh,,W °F) Btuh/it"') or perimeter (ft) Btuh) or perimeterpe (ft) Btuh) Heat Cool Gross WPtS Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 in 2.24 2.34 0 0 0 0 0 0 0 0 y/ Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 02A-2om 0.3- n 9.69 10.46 0 0 0 0 0 0 0 0 12C-2sw 0,081 e 2.24 2.34 48 48 108 112 40 40 90 94it2B-2fm 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0 2B-2fm 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0Blkwall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 0 0 0 02A-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 12C-2sw 0.081 s 2.24 2.34 0 0 0 0 76 76 171 178 a 2A-2om 0.350 s 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 0.081 w 2. 0 0 0 0 0 0 0 0TE 12P2sw 2A-2om 0.350 w 99.6969 28.9696 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 026-2fm 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5,57 5.29 0 0 0 0 0 0 0 0 11D0 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0P L-D 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 011DO0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 G 16B-38ad 0.026 0.72 1.41 24 24 17 34 61 61 44 87 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 35 Envelope loss/gain 125 132 304 322 12 a) Infiltration 98 32 237 78 b) Room ventilation 0 0 0 0 13 Inlernal gains: Occupants a 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 223 164 541 400 Less external load 0 0 0 0 ess transfer 0 0 0 0 Redistribution 14 Subtotal 223 1644 5411 400 15 Duct loads 22 % 31 % 50 51 22 % 31 % 122 123 Total room load 273 214 662 523 Air required (cfm) 14 9 33 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wVightmoYt 2018-Jul-?6 1427:55etGP - -- Right -Sutler Universal 2018 18.0.13 RSU2.3828 Page 4 veDcralEGRW\ ot71Kec-singtonReserveDoralEGRW.rup Calc a MJ8 House faces: W F wrightsoft- Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEt.AIR.COM Job: Lot71 Ken sing ton ReserveDo Date: 08/31/2016 By: imi I Room name BDRIV13 Bathl 2 Exposed wall 10.5 ft 8.0 It3Roomheight8.0 It heat/cool 8.0 If heat/cool4Roomdimensions1.0 x 168.0 If 7.0 x 8.0 ft5- Hoom area 168.0 Q2 56.0 ft2 TV Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftl-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 0 0 0 0 0 0 0 0Blkwall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 02A-20m 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 L 12C-2sw 0,081 e 2.24 2.34 0 0 0 0 0 0 02B-2frn 0.340 e 9.42 35.73 0 0 0 0 0 0 0 02B-2frn 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0Blkwall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 0 0 0 02A-2orr. 0.350 e, 9.69 28.96 0 0 0 0 0 0 0 02A-2oryid 0.620 e 17.17 16.92 0 0 0 0 0 0 0 012C-2sw 0.081 S 2.24 2.34 84 69 155 161 64 56 126 131 2A-2om 0.350 s 9.69 10.46 0 0 0 0 8 8 78 842A-2orn 0.350 s 9.69 10.63 15 13 145 160 a 0 0 0WBlkwall, stucco ext 0.201 s 5.57 5,29 0 0 0 0 0 0 0 0 0.081 w 2.24 2.34 0 0 0 0 0 0 0 0TE 12C-2sw 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 02A-2orn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 02B-2fm 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 T-0 Blk wall, stucco ext 0.201 w 5,57 5.29 0 0 0 0 0 0 0 0 11DO 0.390 w 10.80 12,03 0 0 0 0 0 0 0 0 PL--D 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0IIDO0,390 n 10.80 12.03 0 0 0 0 0 0 0 0C16B-38ad 0.026 0.72 1.41 168 168 121 237 56 56 40 79F20P-19c 0.050 1.39 0.72 16 16 22 11 49 49 68 35 F 1 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AFD excursion 371 27 Frivelope. loss/gain 443 5331 311 302 12 a) Infiltration 171 56 131 43 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants (q) 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 615 589 442 345 Less external load 0 0 0 0 Less transfer 0 0 0 0Redistribution0000 14 Subtotal 615 5891 442 345 15 Duct loads 1 22%1 31%1 138 182 22% 31% 99 106 Total room load I 1 1 753 771 1 541 452 1 Air required (cfm) 38 341 1 271 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrAght CXvt' 2018-Jul-16 14 27 55Right-SuiteO Universal 2018 18.0.13 RSU23828 veDoralEGRW1Lot7lK(,nsit)gtonReserveDorilEGRW.rup Calc = MJ8 House faces: W Page 5 wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 3R771 Rhone 407-333-2665 Fax: 407-333-3853 Web- WWW.DFLAIR.COM Job: Lot71Ken sing ton ReserveDo... Date: 08/3112016 By: JMJ 1 Room name BDRM2 Laundry 2 Exposed wall25.0 fl 0 ft 3 Room height 8.0 it heat/cool 8.0 It heattcool 4 Room dimensions 1.0 x 144.0 It 1.0 x 74.8 ft 5 Hoorn area144.0 ft2 74.8 Q2 Ty Construction tJ- value Or HTM Area (w) Load Area (ft') Load number Btuh/ftz F) BWWII') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C- 2sw 0.081 n 2.24 2.34 16 16 36 37 0 0 0 0 Blk wall, stuccoext0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A-20m 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0 12C-2sw 0. 081 e 2.24 2.34 0 0 0 0 0 0 0 0 11 2B-2fm0.340 e 9.42 35.73 0 0 0 0 0 0 0 0 2B-2fm 0. 350 e 9.69 28.96 0 0 0 0 0 0 0 0 Blk wall, stuccoext0.201 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 12C-2sw 0.081 s 2.24 2,34 96 96 215 225 0 0 0 0 2A-2om 0. 350 s 9.69 10.46 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C-2sw 0, 081 w 2.24 2.34 88 58 130 136 0 0 0 0 2A-2om 0. 350 w 9.69 28.96 0 0 0 0 0 0 0 0 a 2A-2om 0.350 w 9.69 28.96 30 0 291 869 0 0 0 0 2B-2fm 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 y! Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0. 3%, w 10.80 12.03 0 0 0 0 0 0 0 0 D P L- D 12B- Osw 0. 097 2.69 1.75 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 160-38ad 0.026 0.72 1.41 144 144 104 203 75 75 54 106 F 20P-19c0.050 1.39 0.72 144 144 199 103 26 26 36 19 F 22A-tol0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 319 59 Fnvelope loss/gain 975 1893 90 65 12 a) Infiltration 408 134 0 0 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants <b 230 0 p p p Appliances/other 0 600 Subtotal (lines 6 to 13) 1383 2027 90 665 Less external load 0 0 0 0 Loss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1383 2027 90 665 15 Duct loads 22 % 31 % 311 625 22 % 31 % 20 205 Total room load 1694 2652 ill,)871 Air required (cfm) 85 115 6 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed veDo aIEGRW'.. ot7lKersingtonReSuitO Universal ivers l0018 18.0.3 RS238 o 21U2 ?_018- Jul14 27 55 Calc= wright aY[• 8 Page 6 use faces: W rTr wrightsott'Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FI_ 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW_DLLAIR.COM Job: l_ot71 Ken singtonReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name Loft 2 E xposed wall 41.0 If 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 311.3 It 5 Room area 311.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ftz°F) Btuh/ft') or perimeter (ft ) Btuh) or perimeter Heat Cool Gross N/f /S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 176 176 395 412 Blk wall, stucco ext 0,201 n 5.57 5.29 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 12G2sw 0.081 e 2.24 2.34 0 0 0 0 1 28-2fm 0.340 e 9.42 35.73 0 0 0 0 28-2fm 0.350 e 9.69 28.96 0 0 0 0 Blk wall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 2A-2omd 0.620 e 17.17 16,92 0 0 0 0 12C-2sw 0.081 s 2.24 2.34 0 0 0 0 a 2A-2om O.350 s 9.69 10,46 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 12C-2sw 0. 35 w 2. 69 2. 96 115 110TE 2A-2om 0.350 w 9.69 28.96 15 0 141141 426522422 2A-2om 0.350 w 9.69 28.96 15 0 145 434 28-2fm 0.350 w 9.69 33.98 9 0 87 306 Blk wall, stucco ext 0.201 w 5,57 5.29 0 0 0 0 D 11DO 0.390 w 10,80 12.03 0 0 0 0 P L-D 12B-Osw 0.097 2.69 1.75 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 311 311 224 440 F 20P-19c 0.050 1.39 0.72 150 150 207 107 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 373 Envelope loss/gain 1455 2760 12 a) Infiltration 669 220 b) Room ventilation 0 O 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 2124 2980 Less external load 0 0 Less transfer 0 0 Redistribution O 0 14 Subtotal 2124 2980 15 Duct loads 22% 31% 477 919 Total room load 2601 3899 Air required (cfm) 130 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed we Ight coftw - Right-Suite? Universal 2018 78.0.13 RSU23828 2018-Jul-16 14:27:55 Page 7t_. veDeraIEGRW1Lot71KensingtonReserveDor31EGRW.rup Calc = MJ8 House faces: W wrightsoft* Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Project For: Ryan Homes 2305 KELMSCOTT COURT, SANFORD, FL 32773 Job: Lot7lKensingtonReserv.., Date: 08/31 /2016 By: JMJ Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure O.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.201 in/100ft 0.201 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 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.Egv Ln (ft) Trunk BDHM2 c 2652 85 115 0.288 6.0 Ox 0 VIFx 13.2 70.0 BDRM3 h 753 38 34 0.325 6.0 Ox0 VIFx 3.9 70.0 Baths h 541 27 20 0.304 4.0 Ox0 VIFx 8.9 70.0 Great Room h 7092 356 287 0.226 10.0 Ox 0 VIFX 11.3 95.0 St1 Kitchen/Dining h 5814 292 248 0.222 10.0 Ox0 VIFx 12.9 95.0 SO Laundry C 871 6 38 0.328 4.0 OX 0 VIFx 3.2 70.0 Loft c 3899 130 169 0.323 7.0 Ox 0 VIFx 4.3 70.0 MWC h 273 14 9 0.279 4.0 Ox0 VIFx 1&0 70.0 MWIG h 662 33 23 0.287 4.0 Ox0 VIFx 13.6 70.0 Master BD'M c 3589 86 156 0.301 7.0 Ox 0 VIFX 9.7 70.0 Master Bath c 513 17 22 O.292 5.0 Ox 0 VIFX 12.1 70.0 PWDR h 153$ 77 39 0.201 5.0 Ox0 VIFx 24.2 95.0 SO Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 724 574 0.201 519 16.0 0 x 0 VinlFlx W rightsoft" 2018-Jul-16 14:27:56 Right-SurtcK,) Universal 2018 18.0.13 RSU23828 Page 1 veDcr 1EGPWt ot71Ke-nsingtonfteserveDoralEGRW.rup Calc = MJ8 House faces. W I Return Branch Detail Table Name Grille Size (in) Htg cf m) CIg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat] Trunk rbl OX0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft, Right-SuilO), Universal 2018 18.0.13 RSU23828 ACCK ..veDora EGRW\Lot7l Ke!,singtonRese,,veDorp.IEGRW.,up Calc = W8 House faces W 2018-Jul-16 14:27:56 Page 2 0 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot7lKensingtonReserveDoralEGRW Builder Name: Ryan Homes Street: 2305 KELMSCOTT COURT 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 requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. 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/soffittheinsulationandanygapsintheairbarriershallbesealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac es. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind a 12 no and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. in addition, inspection of log wails shall be in accordance with the provisions of lcc-400. 7/16/2018 2:30 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 3' bath duct to roof cap RIM w/fan I ZI OF! imI INutone696RNBAWffe,[1,jj 2851 JWCCI 12x12go x6 Iwc:d 40 UA 250 12xtI22wcd 1011 MAUMM a& NOTE TO BUILDER1MUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELOW DOORS TO HABITABLE Transfer ducts/grills sized In compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 L---------- INI111] -------------------- X" DW J j U --, 0 j —i (V P LL- xu Rl- M CU Must have a minimum clearance of 4 Inches around the air handier per the State Energy code. All duct has an r=6 Insulation value. 1 Li LLJ 0 LLJ ry Ln Ij E CD 0 M 1 0 ---, LLJ CC) M r- CD Rating i 0 W > Z 0 ZM U- I O - j 0 Z:) O' M 0- -j U) 0 Q bath ./ m(l / , duct f roof [-[\l r ylYV' / NN f N Nutoneu um / " ^ / , _0'& 4^ dryer duct to roof cup ---_ dryer vent box 12x6| 1*cd 155| 7 16x16 rug h6x16 rug 20 51 a lie W I a 4" 0 20x6 watt rag 4' 3' bath duct to roof cap 1= / wtu//c u/u/`/vu 170 E4x18 rug m- raA x mwmm "' 6" P c/ 10x6 lwcd I p 115 m om aA NOTE TO BUILD[R'MU8T PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grillsducts/grillssizedin compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1- 3 Must have ^ minimum clearance of 4 Inches around the air handler per the State Energy coup. All duct has an r~u Insulation value. 1101111 sow LLJ LLJ Ld CD CD Rating tz (1/4fj t s r -71 ID Ilumbills? Inc Ff Name J Signature U T" cr' oo tt i4e, toAj v fir/ K% t,r t.an.. 5 02. ©. pFc(ml) (lJoy I I—SCRIPTION AS FURNISHED Lot 71, KENSINGTON RESERVE, as recorded In Plot Book 81, Pages 86 through 132, Public Records of Seminole County, Florida. FIL01- PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. 5.00' LOT 72 CT) 00 C/) 5.00' GRISSON AVENUE S 00019'09" E 40. 00' 15' WALL & LANDSCAPE I- - 37.80' 47.80' LOT 71 F--T4. O A/C LANAI 30.0, PROPOSED MODEL DORAL — K 2 CAR GARAGE RIGHT C/) 8.7' ENTRY N) 2 I,J' 16' DRIVE LK 25.20 5.42' 10, UTIL ES MT. Ok to construct single family home with setbacks and impervious area shown onplan. lq-7/- 11r1-1P. MM 5.00 LOT 70 WALK D=07*24'53" C69 R=95. 00' L= 12.29' C= 12.29' N 00019 09" W CB=N 03'23'18" E 27.74' ACEIJI[SCOTT COURT 50' PRIVATE R/W) FlivSHCO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY 'FRtNV 25' PFR,t)RAINAGr PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSEDDRAINAGE FLOW IMPERVIOUS COVERAGE = 1,828± SQUARE FEET OR 39.7% SIDE 5' FOR 40' LOTS t01 GRADING TYPE A LOT CONTAINS 4,603± SQUARE FEET SIDE 75' FOR 60' LQI'S ilfi()FIOSFU FINISH FLOOR PER PLANS 30.6 Q LIVING AREA CONTAINS 1.214± SQUARE FEET SIDE 10' FOR 75' LOT-S CONCILANA11PORCH CONTAINS 614± SQUARE FEET SIDE STREET = 25' U SEj V, K, ER - S C 0 T T ASSOC, INC. - LAND SURVEYOJi'S LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-,32,32 FAX (407)-658-1,1,36 11-Al •PDL, RD INT GN LINE NOTES: TYR, TYPICAL 1 It PRC, POINT OF R CURVATURERNPIK 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OfPOINCEVCRSCIRONRnp1c.c. T or OHPCIUND CURVATURE IONAL SURVEYORS AND MAPPERS IN CHAPTER 54-17 FLORIDA AOMINISTRATTVr CODE PURSUANT TO SECTION 472,027. FLORIDA SrATVC.SPRo,,rSSSE..G..E. c co,,cK , E 110"vNENI RAD, RADIAL 2. WITH SURVEYORS S$CNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID, I.I. 1/1, 101 -/ALB 4596 NP. NON -RADIAL QEr0VCPCD V.P.WITNESS POINT R TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONSJ. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED 1) 1, POINT of' BEGINNING CAL C CALCULATED POINT OF CO-LNCEKENT !RN PENR ANENTREFERENCE MONURENT OR EASEMENTS THAT AFFECT THIS PROPERTY 4, NO UNOCR6R01jN() IMPROVE MEATS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, F, CENTCRLINCIf, • SHED FLOOR ELEVATICIN 5. THIS SURVEY r,Z PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER 1:NNt, DISK B.S.L. BUILDING SETBACK LINE 8ERCMKARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES RION -VAI KASC. cw B.B. BASE BEARING 7. BEARINGS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) D7AINAG - 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GCOOETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED, Ui UTILITY I-, , 1: CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 096. I, VooD FENCE wNcREM BLac, 20 D-WN P° tNtOF CLIAVAI.Rr o I or 1`-GcNcv E) CERTIFIED 13Y: DATE IPIPTIII" RADIUS PLOT PLAN 07-06-2018 18 CHORD DEARIN6 NORTH 7,, IS OLlItOINGIPROPERTY DOES NOT LIE WITHIN mr. FSTAOLLSI(L`o 100 YEAR FLOOD PLANE AS PER "FIRM X. GR USEN. ER. R.L. # 4714 UC . R OK MAP I 12117CO09OF (09-28-07) JA W. SCO , R.L S If 4801 RECORID COIIY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 Project Location Address As required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Stain 9jq9_ Therma Tru Smooth Star 20461 -R3 Sliding Ply Gem 4780 SGID 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R 12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # indecimal) 3. Panel Walls Siding SOffItS Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofin _ Wood Shakes and Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems _S i Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5., Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights_ Skylights Other 7. Structural Components___ Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 10 a Awl ROOF TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 772-409-1010 FX: 772-409-1015 www.AlTruss.com o RUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE c COUNTY: SEMINOLE T LOT/BLK/MODEL: LOT:71 / MODEL:DORAL / ELEVX / GAR R 0Ti MASTER#: WRCDRKL OPTIONS: LANAI Lumber design values are in accordance with ANSl/TPI 1-2007 section 6.3 Q-7 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCDRKL JOB #72843 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: DORAL "K" Address: LOT #71 Subdivision: City: County: VAIRES 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: 55.0 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 I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0005761 A01G 4/27/18 13 A0005773 CJ3 4/27/18 25 A0005785 FL07GE 4/27/18 2 A0005762 A02 4/27/18 14 A0005774 CJ3A 4/27/18 26 A0005786 FL08 4/27/18 3 A0005763 A03 4/27/18 15 A0005775 CJ3P 4/27/18 27 A0005787 FL10GE 4/27/18 4 A0005764 A04 4/27/18 16 A0005776 CJ5 4/27/18 28 A0005788 FL11 4/27/18 5 A0005765 A05 4/27/18 17 A0005777 CJ5A 4/27/18 29 A0005789 FL12G 4/27/18 6 A0005766 A06G 4/27/18 18 A0005778 FG1 4/27/18 30 A0005790 FL13G 4/27/18 7 A0005767 B01G 4/27/18 19 A0005779 FL01 4/27/18 31 A0005791 FL14 4/27/18 8 A0005768 B04 4/27/1 220 A0005780 FL02 4/27/18 32 A0005792 FL15 4/27/18 9 A0005769 CO3 4/27/18 21 A0005781 FL03 4/27118 33 A0005793 FL16GE 4/27/18 10 A0005770 C04G 4/27/18 22 A0005782 FL04 4/27/18 34 A0005794 HJ5 4127/18 11 A0005771 CA 4/27/18 23 A0005783 FL05 4/27/18 35 A0005795 HJ513 4/27/18 12 A0005772 CAP 4/27/18 24 A0005784 FL06 4/27/18 36 A0005796 HJ7 4/27/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses. Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. s s tittlitatfrt NOTE -.The seal on these drawings indicate acceptance of professional t, T. engineering responsibility solely for the truss components shown. *! 4T*+.+*••**+•"N n The suitability and use of components for any particular building is the responsibility of the ,4++. ".' `• .` building designer, perANSIfTPI-1 Sec. 2. Boos,r`+ The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the s construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [All Roof a • P ; low, . w Trusses or specific location]. These TDDs (also referred to at times as 'Structural 0 • 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 0 Engineer), the seal here and on the TDD represents an acceptance of w , ,, wM, ,'•Rx I f, * t i professional engineering responsibility for the design of the single Truss depicted on the TDD onlqq.'5114 'y T. 9 9 P ty 9 9 P Y r rvY Tombo III c".n nro ,r.ro m.o a luuw a ..,p tic•. i F, E m.. r< i Building Designer is responsible for and shall coordinate and review the TDDs for G84 compatibility with their written engineering requirements. Please review all TDDs and all AR"ti—. T — 111, R.E. SERIAL related notes. 313 BCA22100 0000004C 1287 DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. A#MTRUSSES A FLORIDA CORPORATION RE: Job WRCDRKL No. Seal # Truss Name Date 37 A0005797 J5 4/27/18 38 A0005798 J513 4/27/18 39 A0005799 J7 4/27/18 40 A0005800 L01 G 4/27/18 41 A0005801 L02 4/27/18 142 A0005802 M2 4/27/18 43 A0005803 M2GE 4/27/18 44 A0005804 M3 4/27/18 45 A0005805 M3GE 4/27/18 46 A0005806 M4 4/27/18 47 A0005807 M4GE 4/27/18 48 A0005808 MG7A 4/27/18 49 A0005809 MG7C 4/27118 50 A0005810 VM3 4/27/18 51 A0005811 VM5 4/27/18 52 STDL01 STD. DETAIL 4/27/18 53 STDL02 STD. DETAIL 4/27/18 54 STDL03 STD. DETAIL 4/27/18 55 STDL04 STD. DETAIL 4/27/18 56 STDL05 STD. DETAIL 4/27/18 57 STDL06 STD. DETAIL 4/27/18 58 STDL07 STD. DETAIL 4/27/18 59 STDL08 STD. DETAIL 4/27/18 60 STDL09 STD. DETAIL 4/27/18 61 STDL10 STD. DETAIL 4/27/18 62 STDL11 DETAIL 4/27/18 63 STDL12 STD. STD. DETAIL 4/27/18 64 STDL13 STD. DETAIL 4/27/18 65 STDL14 I STD. DETAIL 4/27/18 66 STDL15 STD. DETAIL 4/27/18 67 STDL16 STD. DETAIL 4/27/18 Page 2of2 Ply RYAN HOMES / DORAL WRCDRKL A01 G t_11111 Hip Girder 1 ) A0005761 11 [ I 1 -11, ( lJob Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design a@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:00 2018 Page ID:ldgFhvjE VYsgU3bJPYJ3cyuE5n-OJrrCGxgc2g09DJj_VfE3LnjUU?RylpZloOgPXzMT 1-0-7 7-0-0 12-3-7 .. 17-8-9 __. 23-0-0 30-0-0 _. 31 0- 1.0- 7-6-0 { 5-3-7 }. 5-5-3 7i_ _5-3 7-0-0 f1-0- Dead Load Dell. = 318 in 15 25 26 " 27 11 28 1- 29 30 17 400 2x4 it 400 7x10MT20HS-- 3x8 2x4 II 4x10 -- 7-0-0 12-3-7 17-8-9 23-0-0 30-0-0 7-00 { 537 553 537 700 Plate Offsets (X,Y--[2:0-5-0,0-1-11],_[3.0-3-4,0-2-41,[6:0-3-0,0-2-4] [7:0-5-0,0-1-ttj [10:0-3-8,0-1-8]__.. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC O.99 Vert(LL) 0.35 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0,69 10-12 518 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wlnd(LL) 0.42 10-12 866 240 Weight 160 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-8-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2527/0-3-8 (min. 0-2-1) 7 - 2527/0-3-8 (min. 0-2-1) Max Horz 2 - 59(LC 27) Max Uplift 2 - 877(LC 4) 7 - 877(LC 5) Max Grav 2 - 2527(LC 1) 7 - 2527(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-579611966,3-14=-5919/2073, 3-18=-7088/2552, 18-19=-7088/2552, 4-19=-7088/2552,4-20=-7088/2552, 20-21=-7088/2552, 21-22=-7088/2552, 5-22=-7088/2552, 5-23=-7114/2564, 23-24=-7114/2564,6-24=-7114/2564, 6-16=-5914/2071,7-16=-5791/1964 BOT CHORD 2-15=-181415377, 13-15=-182315399, 13-25=-1820/5364, 25-26=-1820/5364, 12- 26=-1820/5364, 12-27=-2448/7114, 11- 27=-2448/7114, 11-28=-2448/7114, 10- 28=-2448/7114,10-29=-1826/5360, 29- 30=-1826/5360,9-30=-1826/5360, 9- 17=-1829/5394, 7-17=-1820/5372 WEBS 3-13=-84/747, 3-12=-701/2059, WEBS 3-13=-84/747, 3-12=-701/2059, 4- 12=-686/473, 5-10=-696/471, 6- 10=-716/2093, 6-9=-77/737, 14- 15=-382/356, 16-17=-381/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS ( envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 877 lb uplift at joint 2 and 877 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 271 lb up at 7-0- 0. 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13- 0-12, 123 lb down and 139 lb up at 15-0-0, 123 lb down and 139 lb up at 16-11-4, 123 lb down and 139 lb up at 18-11-4, and 123 lb down and 139 lb up at 20- 11-4, and 250 lb down and 271 lb up at 23-0-0 on top chord, and 389 lb down and 116 lb up at 7-0- 0, 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20- 11-4, and 389 lb down and 116 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1. 2E Plate Increase=t25 Uniform Loads (plf) Vert: 1-3=- 60, 3-6=- 60, 6-8=- 60, 2-7=-20 Concentrated Loads (lb) Vert: 6=-202(F) 11=-71( F) 13=-389( F) 3=-202(F) 9=-389(F) 18=-123(F)19=-123(F) 20=-123(F) 21=-123(F) 22=-123(F)23=-123(F) 24=-123(F) 25=-71(F) 26=-71(F) 27=-71(F) 28=-71(F) 29=-71(F) 30=-71(F) npp-tkx:e Mrardi +x.rae' a nC-nssEsrV, tfr,W11%. IRKS t["PCdMM 1 III It Fdaeaa ya x3s ea Udrn ade.ae ddd ae nr l9@. ai Kurz <aawr -r9'+x :N to Mt@p to ie , del. is s@esgx iapaa tr pe.flr bgfa ae udara.t@D eprsertsaaumw.edMrd»s aa M+e xf e4ac.ithT Mle eM,aW.ri rtiNa MiW ad. ak It ] An"hcny 1. Tambo'.IT, ).E. udn,,,;,1.MMar eMe'WaWey0?1— It. .r,r^ eovNagedrtie t",ievpe..ae;a+n01ad:nralMin%kot'"ae.R1'kµraadM,@@t4"!t" dit, Lr,'. 04baM`iq.m'wn00aaMk.ped:4 d a30083 MWet Dec{a^ W Qmr,amea Ai aas ,r. arm M t@r W Nrw .1ro.0W.tw8q,a—nidrglde.matCS pain6N»"'f N IUl xa:dnrxNM pmdgubna tRl a skr Ire^ztnti ak rrrcsf.t.n.h;ipn Restles re»n aAhs, do-unnxn az>, 4451 Sl, Lucie Blvd. e'lec.tu fdNa rY r'ar'a1 qaN ew n rrmq or dl rp ss au el. 50 sxs y , qmn i; tit M 90.49ecyan n t.e.4.n.. `sapestt n a{ sa4fur llt w ka tea Rrar as m @r:rN,a FN t. Foil P=eree, FL 34946 opfligAl i0I4 A -I toat 6ussee-Anlbanp 1, Tnmbo IIIJ 1. tep ododioe of th ' htonent, inaq latm, a proAiAiled «'Acot the -ree ptwwof hm A-111.0Itmer Anthony L famCo A{, P_E. Job WRCDRKL IA02 I Hip RYAN HOMES / A0005762 Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:26:61 2018 Page) ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-sV PGQcySNMotnNuwXCATbZKvcuJZhLQjXSIDxzzMTyC j 1 0 9-0-0 I t 5-0-0 i 21-0-0 { 30-0-0 1-0 j, 1-0- 9-0-0 6-0-0 6-0-0 9-0-0 1-0- 4x8 1.5x4 11 4x8 Dead Load Deft. = 1/4 in 11 - ' ° 14 4x4 1.5x4 11 5x8 1.5x4 11 4x4 -- 15-0-0 0-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 8-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-16 812 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.29 8-16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1260/0-3-8 (min.0-1-8) 6 = 1260/0-3-8 (min. 0-1-8) Max Horn 2 - 74(LC 16) Max Uplift 2 = 357(LC 8) 6 = 357(LC 9) Max Grav 2 - 1260(LC 1) 6 - 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-862/492, 3-12=-2355/1547, 3-4=-2394/1722,4-5=-2394/1722, 5-15=-2355/1547, 6-15=-862/490 BOT CHORD 11-13=485/788, 10-13=-1221/2086, 9-10=-1221/2095, 8-9=-1227/2095, 8-16=-1226/2086, 14-16=-495/788 WEBS 3-10=-11/364, 3-9=-218/518, 4-9=-372/342, 5-9=-218/518, 5-8=-11/364, 2-11=-740/614, 12-13=-491/755, 11-12=-673/409, 2-13=-392/614, 6-14=-740/614,15-16=-491/754, 14-15=-673/407, 6-16=-401/614 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 130 lb FT = 10% lkup fleY,e luegtrl. r i<. tx't1 h C r13;iS sf'.iEl', 6Eeiik IElatf t (, kglILM4 (1'•IJM in t , A.XM(1i;i9oMflf Ins_ Wd, Nup ydn oo, aar "A 'An n w Ices: 8es p N .14 JIV,,. 14 low, I irate 4, f i ldncar rSstre ne ddxt: alP, a na4di ealr tRR. x'r Nalna;enrm All bal:b :N fu 9e i70i x Vie. 4:e nsp,epa*e•?t nHq. fnpn r,to uNna•IBO repn msnm nnw:e el HnpMrssiad ear+ to StyNtdil0rl Mk Ns=ron ..spi<t sNn'!tMnMiW xAr..ald t?r.l. M4r nulq ns IpM1y nMnns. s.nehM+ Ati,hJ,ny 7. Tombo .li, ;>. f:. M}l al to l,us lla Mtltgntla epe lN'rt.NSe O*n.NA-6e4M70elt4, 1. 1a14,4 N"I",.'4' I o'Vtl,1,4 MW Ntu M as"nW. las 1. th ut. d'46.k toPg1.41 Ndllnh W hMla ad l ae. youlfa.0 r.t ftI.," trrm>e Alnts,e,. NTop n41n1atas 4ptam x1eWM4(na"t txl-luunt rW'W.tpeMuaio,ftm *rio,vr«A- It, in'tnsl,"W,*is.4 inearms . *.pA i"*-lt1s,ram., ens - - 80083 1` nt°3i 4451 St. Lude Blvd. Zt eltense khneha platrynee#ayanu,nmggeli ynlatnaa:*f 1ln lrvu Pe,=p.apenr;s I'lls.M TO, net tan.K! ..nt1 v{nm rwt mia4 Fti cxaaiss*Y ns xs ss kyaeFwinl Fort Pwrfe, FL 34446 f* pgti3At IRidA-IRoofGusses- Amboy 1. tomb* III, P.E. Repm4uoton of this doaumo-mJn oy lotm, s ptohb'led •flwt the • Ifeo p*tm}uion hoot A I lot lrusses- Anthony 1,14mto Bl, P.I. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL AOQ05763 WRCDRKL A03 Hip 2 At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 72 2017 MiTek Industries, Inc. Fri Apr 27 16:20:02 2018 Page 1 I D:tdgFhviEVYsgU3b_jPYJ 3cyu E5n-Khzedyz48gwkPXT65whi8mt5N IfVOaGsm6VmU PzMTyB 7 0 6-10-1 11-0-0 19 0 0 23 1-1530 0 0___-_ 1-0 _ F1Q- 0 6-10-1 41 15 I 80-0 -- { 4-1-t5 { 6101 1 4x6 4x8 =_ Dead Load Dell. = 318 in 12 I M 4x4 3x8 -- 3x6 -- 3x4 -= 4x4 - LOADING( psf) SPACING- 2-0-0 CSL DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 TCDL 10.0 Lumber DOL 125 BC 0.67 Vert(CT) 0.69 9-17 525 240 BCLL 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No2 'Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 - 89(LC 16) Max Uplift 2 = 340(LC 12) 7 - 340(LC 13) Max Grav 2 = 1260(LC 1) 7 - 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 13=-852/515, 3-13=-2434/1731, 34=- 2069/1465, 4-5=-1871/1415. 5- 6=-2069/1465, 6-16=-2434/1731, 7- 16=-852/513 BOTCHORD 12- 14=-496/789, 11-14=-1437/2210, 10- 11=-1035/1870, 9-10=-103511870, 9- 17=-1 445/2210, 15-17=-507/789 WEBS 3- 11=-418/492, 4-11=-185/495, 5- 9=-186/495, 6-9=419/492, 2- 12=-680/590, 13-14=-173/501, 12- 13=-787/499, 2-14=-392/601, 7- 15=-680/590, 16-17=-172/500, WEBS 3- 1 1=-418/492,4-11=-185/495, 5- 9=-186/495, 6-9=-419/492, 2- 12=-680/590, 13-14=-173/501, 12- 13=-787/499, 2-14=-392/601, 7- 15=-680/590, 16-17=-172/500, 15- 16=-787/497. 7-17=-400/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 136 Ib FT = 10% p euury Baas<Parryd.,mex M'A e,C [17.xS ifSEk'; 6leiek, ttiMS e('e"4K (dS?:}M NJ,h.[Mi#;;',Itt Pl«m. ie 7 kap pia+N:; aNiM+a rt»f;<ess l:}nAa+s{;ttUal F flwfl lsak!?,tE. tdxeat keen slue ne. NNn. MOe<R,t ilpMaM1r 19@. s r MI[ rc,aa;nr µt N,4s,elfe eAe 139 to M.dd. tsw n n< pi r Src ane[ saes Re vdamtt ipt m arn+t:edue ptksauai eay a n esryaddPra MNtila ;±ae ,ap«t. sfw la k iDD ab ??1 hi. pttnagaa tN•f:M<mw;.swd M't An.hony 1, T^mbo:11, P.E. i uA A t., =4tnlailit¢ir leer tiee=4alm tl:3t 7xkr.14 Q raeireNro .N e3eMe&MUnq Derp eEb:eRix Nt 9e'P: al ptt Ne#t+#aq;N atxi la gr<tx dix'19 eN ne helf dlk .rest. Mat ktlf .n qt snnmw roi ka gted xrva eNaeveexd 86083 r4r ullesaprtaC.nrna[+ne.a mxhelOP aelkpai as wf iakNtnAne PtlhgCee{sena rNet iximena KU Kkl cbEk M"WAua:d h pmu?Mawe lrika«, 1e e,pan mesaa o+nsY1.F.,.Nup" i 11e14, uPan 4451 St. Lucie Blvd_ R e a!t<.tli s:M:al tpee4 mtnxnnry i7 allla+es roretxl. [k tn;s hs.pa ty,xu s tC..e t+rdey ts}vd wit,Sextx,intn ai»tAq 71'ww, ,aidaelu TM I Fort a.P#tP.. Fl. 34946 a h101916 A -I Roof I,%w Aoihoa l.lombo III, P.E. Re eodwiion of ibs dommen4 in on loan, is ioh'bud.00.1 tht wunen e-woo ham A I Roof ltoaie4- Anihon L tomb 10, F.E. F!'itYPYRRY Job RYAN WRCDRKL i A04 Hip 2 1 1 `A0005764 1 _ ___ 1 11,19OR-efelrenioe (optional) Al Roof Trusses, Fart Pierce, FL 34946, design@a1truss.com Runi 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:2602 2018 Wage ID:tdgFhvjEVYsgU3b jPYJ3cyuE5n-Khzedyz48gwkPXT65whi8mt5rlcX4iPsm6VmUPzMT 1-03 7-7-12 { _ 13-0-0 17-0-0 22-44 { 30-0-0 3t-0-9107-7-12 5 4-4 4-0-0 . __.. 5-4-4. 7.7.12 - f1 0 4x4 4x4 - Dead Load Defl. = 3/16 in 14 ,., i< sa y — 17 3x4 1.5x4 II 3x4 3x6 -- 3x4 -: 1.5x4 II 3x4 - 7-7-12 7-7-12, 13-0-0 17-0-( 5-4-4 4-0-0 22-4-4 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.81 Vert(LL) 0.24 9-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.37 9-10 977 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 i Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.20 12-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24A oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 - 104(LC 12) Max Uplift 2 = 359(LC 12) 7 - 359(LC 13) Max Grav 2 = 1260(LC 1) 7 - 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-821/520, 3-15=-2485/1717, 3-4=-1828/1366, 4-5=-1626/1325, 5-6=-1828/1366, 6-18=-2485/1717, 7-18=-821 /518 BOT CHORD 14-16=-464/726, 13-16=- 1413/2229, 12-13=-1413/2229, 11-12=-882/1626, 10-1 1=-882/1626, 9-10=-1421/2229, 9-19=-1421/2229, 17-19=474/726 WEBS 3-13=0/296, 3-12=-777/633, 4-12=-266/447, 5-10=-2661447, 6-10=-777/633, 6-9=0/296, 2-14=-715/616, 15-16=-374/527, 14-15=-765/503, 2-16=443/679, 7-17=-715/615, 18-19=-374/526, 17-18=-765/500, 7-19=452/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; 7CDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl„ GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) e This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 138 lb FT = 10% svuq.Nem ter rytd. iris+tss',t UC q.itS"if,iEPc &EtHS, rkeNSaf^t tlUt(1SiJM i"p .K iK#siA4lr'Mx. rnnir pup eenzbns li: tLN t nnia, ns 3es}e 4rr.rq ISF4P a£i ne A4Nxr1 tesaa .tf. IAaexs 4:x:me:,s 4dsr. up.u:iatlnne ipk wit w,rwpse.4ta.;c=.a!'aak ]9ssu,wr. ta' P }t ffuee+i S tp lspxe t saaw.l+spssM •£txsse;tdrues# s wdsate ayasa+lair rNk-}£. Rosa¢ t tm±tlaaetMMlr.+Meit i..Me ;tsaaap ws IeNtyoewnus.sxtq Mt An'huny T. iotnbo J!, P.E. M <q tir:'n 4 mea4!w EC Rs spt.Mfn.Mruiwq Rs0 xr; rtM i.k rseas Ib kailuhnaix arx gene dMik tr 4 a4 pe 4c,!lataq ;Nf saJ fRi le gynt plM Dh sd a.letl AM1 £.:a.h@q 1£a+kvzl. x:'pt a1NlPon at kaae ud 4: mz •ty»t£i•i+. sr T 300&3meF+[»; 3esi nl fnf eCr F as t £e aRe ltM£sM xran a 11. iNa Fpf Wlpq CxuMam id4t txtaen ft J't.N #. ,>y nd }Ky x::Ax xs kjtwnipdwe R ipiN%t>:xspnt an M;b p+:rss tar nsfhupsr. r. k:g.=tpup aN h.x MMe+m asssa 4451 St. Lucie Blvd. tRtt.ltlldflN e7.:.a xf cgtH t»tnxmnq lr d ea:< s.vH. fk ln., cr ,t„1tit Ae {a da; SA t2ttx7 SY .ta,ait£esfaei xesUq tut csr L3l bsS tt£4s laadnfi{i Coptriphl PPIBA-tfooth4ssts AnlbanyC[omhaill,P.I. Repioduawoflhisdotumt t"nonllore isproh,li tde4htutthe-n"pt-isionporeA-IRooltmsus-AnthoerLlenhoill,P.E Fort Pierce, FL 34046 Job Truss Truss Type t(VRCDRKL A05 Common 5 RYAN HOMES / DORAL A0005765 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:03 2018 Page 1 ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-ouW 1 rl_ivz2bOh l lfdCxg_PE_iOL96FO?mEKOrzMTyA 1-0- 7-9-14 . 1 15-0-0 _ { 22-2-2 {__.. 30-0-0 1-0-0 7-9-14 7-2-2 7-2-2 7-9-14 -0-6 13 3x4 =-- 5.00 1 12 4x6 3x4 4x6 =_-- 3x4 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.39 10-12 932 360 TCDL 10.0 Lumber DOL 1,25 BC 0.63 Vert(CT) 0,63 10-12 570 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.23 10-18 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in l accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 375(LC 12) 8 = 375(LC 13) Max Grav 2 = 1260(LC 1) 8 - 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-826/526, 3-14=-2440/1750, 3-4=-2227/1669, 4-5=-2133/1694, 5-6=-2133/1694, 6-7=-2227/1669, 7-17=-2440/1750, 8-17=-826/524 BOT CHORD 13-15=-508/789, 12-15=-1448/2207, 12-19=-781/1435, 11-19=-781/1435, 11-20=-781/1435, 10-20=-781/1435, 10- 1 8=- 1455/2208, 16-18=-519/789 WEBS 5-10=-569/843, 7-1 0=-479/60 1, 5-12=-569/843, 3-12=-479/601, 2-13=-692/602, 14-15=-312/507, 13-14=-770/510, 2-15=-401/606, 8-16=-692/602, 17-18=-312/506, 16-17=-770/508, 8-18=-409/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at joint 8. LOAD CASE(S) Standard Dead Load Defi. = 1/4 in 18 16 3x4 =-- PLATES GRIP MT20 2441190 Weight: 131 lb FT = 10% 41 sewq INese daegN!rnrtais "AI11G I1dSiSi'iEilEl"1.6EeilA IftNf Af9iMRGhS (d:t3M pid,: d '?+MfA^lam_ttdi feup Nnadas #rW wirya ;6Mo-i 1"Maaq lM";ed teMg1 IsxNe ,tFIdueue Sler tt nsr ddn;akr.iu addwile IN.,, MaRkcwrcwlN4 M.a iel fuMtAO la a.Nd. kW R µS 'Nil :Max m d w1166..1peseNsxbihMoxtAM pdnsrad wlurly rsyanldaf T. Wr,H M1e sN# f.1, aWNl ah tOO W..4. Iki :0.ea:y, airmlows IM apm haws.'.dsol Ariltimy T. Tombo ;L, W we d+'sI w,,4 W*q" is tnaP"4$0 d N l tqa naaa.:dupai e:idlafi3Oei,pe Nte*w0AeKV,4taetieI"kA'.g'6 ue fx I'i. gxne d WOO M a heN 0se, :nu. " allioWN-SsIo f.: ne p9•imd e30083 Pe htNNllasyal^adeeaza>e a7: aN mmanN tLO rNtklxa as red pei9 wsNke lxikq [eapvfc 44ttt f:r x IfANil slettR t§ed tt(1 wa<d ed 7efit, wNme miaow>!+•esln*xaaere. as3 aasela l-eatrupn iers 3esq*. Etpan at a;+k.arx:u ai:. 4451 St, Lucie Blvd. NttNeu idNMk:CaM1al epw4 mert.nhq hdt lentt NrNiA. Tits[ tNi+EgNex :, Ati iM A*.Nlie;:}m xle.s Si*a'*Ww Fni s.dRzi ut,ia N=as ae fr afWuiryl. rpit Piece. Ft- 34446 topP" RIII01RidAIRaolbosses- AntAoap i. tomho III, P.F. Repiadvom of ihie lotomtal, soapy toras, upoh'IsAed withw the miaeapermisiio'beaA-IRoof iru3sai- Anthony L Toss IA, P-f. Truss WRCDRKL A06G Roof Special Girder Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Ru I _ L 1Job Reference (optional) 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-G44P2e_KgHBSec t-0 21-4-0 , 23-0-0 . 2.ri-fi-10 280 2-40 48 =-- 4x6 -- 4 K A0005766 18 Dead Load Defl. = 318 in 3x10 - 3x4 =; 4x10 -- 7x10 MT20HS 7x6 4x8 -- 3x4 -- I 9-4-0 12-0-0 21-4-0 23-0-0 30-0-0 9 4-0 2-8-0 9.4-0 1 1-8-0 { 7-0-0 Plate Offsets (X,Yf4:0-5-8 0 2 % [10:0-0-0,0-0 4] [10:0-7-12,Edge), [13:0-3-0,I0-4-121 j LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.35 13-15 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 I BC 0.60 1Vert(CT) 0.71 13-15 507 240 MT20HS 187/143 BCLL 0,0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.39 13-15 911 240 Weight: 183 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 "Except" T4: 2x6 SP 240OF 2.OE, T5: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 "Except" W8: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEBS 1 Row at midpt 6-15, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2050/0-3-8 (min. 0-1-11) 10 = 3324/0-7-4 (min. 0-2-12) Max Horz 2 = 77(LC 13) Max Uplift 2 = 620(LC 8) 10 - 1163(LC 9) Max Grav 2 = 2050(LC 1) 10 = 3324(LC 1) FORCES. ( lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 17=-4564/1385, 3-17=-4610/1471, 3- 4=-4324/1395, 4-5=-4686/1565, 5- 6=-5039/1663, 6-7=-8574/3002, 7- 8=-7175/2545, 8-9=-7928/2777, 9- 19=-806112834, 10-19=-8008/2758 BOT CHORD 2-18=- 1268/4205, 16-18=-1275/4221, 15-16=-1143/3956, 14-15=-2264/7031, 13-14=-2264/7031, 12-13=2851/8572, 12-20=-2538/7405, 10-20=-2530/7388 WEBS 3-16=-337/ 243, 4-16=-126/385, WEBS 3-16=-337/ 243, 4-16=-126/385, 5-15=-569/1794, 6-15=-3688/1380, 6-13=-953/1807, 7-13=-433/1640, 8-12=-928/2856, 7-12=-2575/884, 4-15=-516/1427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=150inph (3-second gust) Vasd=116mph; TCDL=5. Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 2 and 1163 lb uplift at joint 1 O. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 299 lb down and 271 lb up at 23-0-0 on top chord, and 2263 lb down and 807 lb up at 21-4-12, and 389 lb down and 116 lb up at 22-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Standard Vert: 1A=-60, 4- 5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 8=-202(6) 13=-2263(6) 12=-389(B) w'anrl tia+r tlaeryk.n,ea liefl nC Ila'if:4,"ifflfY, 6EAUk: tErMStCM,ilIC1?ryst;=IA,^pr-f,iza,.8t.,5xfA"fnz.Ye:6, frup patadn. aa/ic%ep.c ntxs l.ns.3e 4"3,a.ry(hni,t tta ApNari tames i,.p E. tdv»»t Urn ie e e me Upn:eM rise :Ipee Mnr lMl. k r Wit n.n p Ft ept is a/bIMINri x pl. t D 4 (p a Supulh .h¢am .g9a enes p. mdrep epsab.tM4s;t dlM pptsnnp eqx nee:spnuNim lie kspe'tte ,.t t hp n4w.11.Id6gI tkql. t?!-Ip!eei :t n npnwfNa4 t1 :sal xp.. unNi11!} An*iony T. Tornbo!l, P. E.ad pwteh oWtt, tt4FYf5a qae w6eren Atin ..»aM TN' rN 14 pxi rst$Prto et a, W10.1 ryas Sprit la eWN xx tNsk4M'tl az141(7xt.0-0*p e'04-it lkxesit «Ippea mesa. enlespA.i rc. nrn i Jas FS0683 prn. ,T ilexn at r,r , Maronsrn:u ners e4u.,te la see a ep en sues t> Pemt e,mi y, 1 N y ,f 4451 St LExie Blvd, t y1e p psx, wemi, N [k roes Sex. feet , lG7;e 4a ka ae,. not sS s'asc nen n i »» FL`c.ai14; nr a+kta/ntH1. Zi tort P oce, FL 34946 CaplTiphi ti 791dA-i feet ttosses Fmda»ytiomda lll. F.t. paplolumao of ldu doromem,io oaY loan sprokdited+ritAaet the erritteo ptlm;ssia»liombltcaf tresses-Fotdonr (, tomdo lll, F-E. Qty I Ply I RYAN HOMES / DORAL A0005767 WRCDRKL I B01 G I Hip Girder Job Reference Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:05 2018 Page 1 ID tdgFhviEVYsgU3b jPYJ3cyuE5n-IGenFz?zRbJIG_Bhm2FPmPUdJVkOd4ZIS4jR5kzMTy8 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 70- I. I 0010003803807- 4xA 3x10 --- 2x4 II 7x8 2x4 II 7- 0-0 10-8-0 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 8 999 360 TCDL 10.0 Lumber DOL 1.25 1 BC 0.40 Vert(CT) 0.27 8 950 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 IHorz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS i Wind(LL) 0.16 8 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in l accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 6 - 1799/Mechanical 2 = 1629/0-3-8 (min. 0-1-8) Max Horz 2 - 69(LC 27) Max Uplift 6 - 624(LC 9) 2 = 557(LC 4) Max Grav 6 - 1799(LC 1) 2 = 1629(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 12=-3408/1121, 3-12=-3542/1239, 3- 4=-4158/1577, 4-14=-4158/1577, 5- 14=-4158/1577, 5-10=-4122/1489, 6- 1 0=-2590/857 BOT CHORD 2- 13=-1063/3180, 9-13=-1072/3202, 8- 9=-1073/3217,8-15=-1307/3773, 7- 15=-1307/3773, 7-11=-1302/3737, 6- 11=-770/2322 WEBS 3- 9=-44/356, 3-8=-572/1334, 4- 8=-292/198, 5-8=-214/606, 5- 7=-114/731, 10-11=-681/405, 12- 13=-411/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 lb uplift at joint 6 and 557 Ib uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 139 lb up at 12-3-4, and 250 lb down and 271 lb up at 14-4-0 on top chord, and 882 lb down and 376 Ib up at 10-10-12, and 88 lb down at 12-3-4, and 389 lb down and 116 lb up at 14-3-4 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 5=-202(B) 8=-882(B) 7=-389(B) 14=-123(B) 15=- 71(B) PLATES MT20 Dead Load DeB. = 1/8 in 10 6 11 3x10 GRIP 244/ 190 Weight: 109 lb FT = 10% rna> A eae Sv:tr:e.fk"1 F7F-WiC Sl..1 o-iU; .iM,t.f Nt+'.;MS;titcx W-,I.t{trt{;@5tr;rl"lea rn9.Hx{racr lat"eq uncnAns`«vt&-glkr.ng-'PGnl rn ksfka?ir••k&t:.1{atuS fl UN+: ne. !kdxs; a7ne*nr FiMdwt 7t6. W. w:. k"aaM +Na sMt1 mrla ue t+emb.am. .r " .'gmee" m>N"<:w a x s ayi*8 x to x;piw.aamt rF"r;" . :ek.esµ„sn !x., a, dux W?a ;1a x+.. n, k,qx ei;.xfi^m ,waa#,aon;,=.,+wpm kithoay T. Tomto Iti, P.F. Md dlti= w+t*s"; „w.a;war. awd,grs+ a a„yx,»«>«v+un,rcmti.eaeaaw p:oa a.i u++as,yrA xar+ ru.+pw+axk+gaanro.esw r,x t8n083 ee t.4" W fmm w! fwr Ali ut i W n'k TIC W @t x W @e".> e #d+tel k w,wl,rt,peN pe. r. imq>r t'; -hu n t.tf :kt <+z. bagh ..s.4a, i, SJ. he lw4lMp!k;yr.v. N .tt.4!NM ERuaa d pF leAdeq kn aMNhr 4... kt n Mmek a :fl i. Cw, $r. 1. H 34,A fappiyki ! 1816A I loflms't AWh"I tcmd4il6 N. rataylorw,sPwM'ftd artAaui lFt—"tn P0.Mmtt1cnmk l tu016sm A41hosyl_ Itmbtlil, P 1, Type Ply IRYAN HOMES / DORAL WRCDRKL IB04 Hip 1 A00057681fjJobReference (ional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 optMiTek Industries, Inc. Fri Apr 27 16:20:06 2018 gage 1 ID tdgFhvjEVYsgU3b_jPYJ3cyuE5n-DTC9TJObCuR9t8mtKlmelc1gzvzTMd7ShkT,._dAzMTy7 1- 0-0 8-0 0 13-4-0 i 21-4-0 i 1001800i ._. 5- 40 __ 800 _ 4x6 3 4x6 4 8 7 6 1. 5x4 11 3x4 - 1. 5x4 !I 13- 4-0 LOADING ( psf) SPACING- 2-0-0 CSI. ( DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.38 6-11 680 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.55 6-11 462 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a nta BCDL 10.0 Code FBC2017/TP12014 Matrix -MS i Wlnd(LL) 0.31 6-11 828 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except" T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. f Mifek recommends that Stabilizers and 11 required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 5 - 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Herz 2 - 75(LC 12) Max Uplift 5 -- 223(LC 13) 2 =- 252(LC 12) Max Grav 5 - 852(LC 1) 2 - 915(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 13=-595/340, 3-13=-1513/1020, 34=- 1345/1044, 4-10=-1513/1019, 5- 10=-640/396 BOT CHORD 12- 14=-320/488, 8-14=-788/1338, 7- 8=-788/1345, 6-7=-788/1345, 6- 11=-788/1338, 9-11=-369/528 WEBS 3- 8-0/273, 4-6=0/273, 5-9=-502/390, 10- 11=-292/511, 9-10=476/298, 5- 11=-328/478, 2-12=-562/502, 13- 14=-311/550, 12-13=-462/283, 2- 14=-314/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 5 and 252 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. = 3116 in ao r> 10 5 Y 0ti 9 3x4 8- 0-0 PLATES GRIP MT20 244/190 Weight: 77 lb FT = 10% areg ?: ense'2p Ce !N:t r.%,. ICY IVS4S;"4.{{eCn.'.b;'.:kxi(wAk 4va4.As;:k;'tU fI"XKfadifRPx.t1'k a IttAht=srrxatR; x4 nl xnsa2et'sr; G*;, Pr..a NCld'f. t it.Mi`[tab 1.F: Ft1KmtibeEt YAxtxa. 3Gv5s "Nt8mkt 13. kh M i+m' 11* b-h.u¢!a of bxta aae dub antw yuxit+'gwatt: Re i:C,tYt ra nr,H eva.r,n :rmr engnar cp erKwsa x*ki tx6 6 ,tgk krytM ce,N ll9w„ula'n i. rkk xdt nr r ArttsaoyT. Tort.:d Ili, a.E. awedaaasWtia}de ran a+droe t» ne , n bryaxa r a+ksq'e. g x att«cea^rraa +I ne+Kw k ds dn°ea mdrc bMN 46'kIaat en _vti es+nrt o-w4ty a nry .taea min a&x at aeNMzn rasA6n M, aaas a,s+nnw aam.Fn+rx rawa «a*m,a esex.«ar r } rwe:a a:,.,F, r ,•ay„ ti» r,,t,+w,I>.,a«,xa..,aa:, x.,rz.n«,n.s,:.a,t<.<,3>„ 4451 St Luca@ 8h^fl_ Pt= 9 spn ran «, agn ra ry.,eaxea'r x,;fN tauup Ge,esa S. [agw:ed anry t:,3r rN ik. ceenM+n,a'a> c 4ft 7014F 19001 tx, WhoyL1-441 P_,. (fyrndvlwofthisdom.w,man faw .p ahrCited rriikuunfe w ittsn pe missiaa lremA(6014'"' hifinyl 1.0011 P-t- 34946 in Truss Truss Type Qty Ptv ( RYAN HOMES / DORAL CO3 Common 1 I A0005769 Job Reference _(option - at) ce, FL 34946,design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:06 2018 Page ID:tdgFhvjE VYsgU 3b_ jPYJ3cyu E5n-DTC9TJObCuR9t8mtKlme Ic 1 tJv51 MdFShkT_dAzMT 1-0-0 5-5-0 10-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 5-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 5-8 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10,0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 5-8 999 240 Weight: 38 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 - 431/Mechanical 2 - 496/0-3-8 (min.0-1-8) Max Horz 2 = 56(LC 16) Max Uplift 4 --124(LC 13) 2 =-155(LC 12) Max Grav 4 - 431(LC 1) 2 = 496(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-10=-692/573, 3-7=-680/571, 4-7=-281/214 BOTCHORD 5-11=-411/592, 5-8=-411/592, 6-8=-210/253 WEBS 3-5=-48/252, 7-8=-169/314, 2-9=-314/364, 10-11 =-1 78/331 NOTES- 1) Unbalanced roof live loads have been considered for this design 2)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 fist bottom chord live load nonconcurrent with any other live loads. 4) e This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 4 and 155 lb uplift 2t joint 2. LOAD CASE(S) Standard 1 4k+mq fktast lnw;Mr'-frNw PA"t r 1f kWs:S.,"S-:..i.n A2tA; iikM5t.N1B1-UAi;Csi;;ld'(U!Er:1£K'1rtiD£Yi51':un. iot Q!w iNLSM:MrNl Nks tas,',eii P¢,p {a,H Pbj qiv phar ftWN .f;. ft4um!iitR Nlut atl. i#stu p'N^•nt c:44#m!kt irS9. Nlj wu<et ureerm FMe wnt ak!a nr .mn, .z,l i i rM aq; wa n. u t;taix m.mrwgxceexaev<n+e«+s;ate g e,r sM:,n+a wxup A^n uqN a«r.+etwrei w. w.a:n. r imµa n, wstwq. a.,. r„rc :,n Anthony 1, Torn,+oIli, P.t. w uaro ,> I s y, z» K+n max f ex hen a a rs nsm+ Wu vrwv ."4q_0.J s*T s 1083 n tnuulrag me na, aa+w aamti4 m t«tkaq atda,M6 a t edFur4f r g4kt ,4 xpen ip,a. tw.r4.:+sn em aa:er o,aMrc,mt>„,: st s,.r r - ,,M.hr.«,t ter, 4451 51 01vcf- an«„ ek?aw tr,x!aef ,peefR.. uqn m eome, e,e.ea.n fle«g.eq»n<;ktnr 4aiky Dn,TMci-e gym. kr ea Eg.aeda•tuteiy L c4dwhteA r;.e. are tttik4,e ,fit FGz . ferca, it 34946 Cap} zigAf': 71116A i R4.16 e, kpft.i t.tomkollLP-t, I'm A l Root hnnez hihoey l_ 6.h III: R_F. Job Truss ( Truss Type Qty 'Ply RYAN HOMES / DORAL ' WRCDRKL C04G J Hip Girder 1 1 7t0005770 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Fri Apr 27 1 ID:tdgFhvjEVYsgU3b-jPYJ3cyuE5n-9rKvu?l rkWht7SwGSAo6N 16E8j I 1_0-0 { 5-0-0 5-10-0 i 10-10-0 _ _ _1100500010-0 500 Plate Offsets (X,Y)--_ 11 1.5x4 II 8 3x4 1-5x4 11 3x4 I 5-0-0 ._. __. i 5-10-0 i 10-10-0 5-0-0 0-10-0 5-0-0 1gej,_[5:0 1-6,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 6-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.08 6-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wlnd(LL) 0.05 6-10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 8-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 - 713/Mechanical 2 - 779/0-3-8 (min. 0-1-8) Max Horz 2 = 53(LC 31) Max Uplift 5 - 268(LC 9) 2 = 299(LC 8) Max Grav 5 = 713(LC 1) 2 - 779(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-470/159, 3-12=-1407/546, 3A=-1267/524, 4-9=-1396/543, 5-9=-506/180 BOT CHORD 11-13=-159/408, 7-13=-460/1253, 6-7=-457/1267, 6-10=-456/1254, 8-10=-166/446 WEBS 5-8=-388/159, 8-9=-457/164, 5-1 0=- 148/404, 2-11=-457/191, 11-12=-439/152, 2-13=-153/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 Ib uplift at joint 5 and 299 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 223 Ito up at 5-0-0, and 212 lb down and 223 lb up at 5-10-0 on top chord, and 122 lb down and 28 lb up at 5-0-0, and 122 lb down and 28 lb up at 5-94 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1 .25 Uniform Loads (pin Vert: 1-3=60, 3A=-60, 4-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 3=-165(8) 4=-165(6) 7=-117(B) 6=-117(B) PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% axaat Pirc.e zazmpNist,xx Fk't la ItRS`S ^tif_i &Ge;t4;i;tM4 t,vaP.+ti.e,=.;x . Ik=itk,duYtiP60.4i"'zrs inrhp.•[prmencix uM wes w:'!,r'+sPa.,q pm eg jPi:ed ae en'.+ax«'txaM P t..ta'e eeck isn W«<nt. 9ar s c'r>c r!xl oa xct Hdt 1n: t wxer«r e s ik w he 0.roe a,e. >. , 9z gwrr k +, :alrao-er; M ks+tfi,rt em ar:pPonz 's+e pdexaa raw sy spnxw rtR xNsrpdMcwgi b :etr a«+, . ,;lt.. ikkHt .n+E%n :w q,m tn:.+ems+. Anthony 1. iUmbc Ih, P.E. tte dm .aN t :.. ,Kar,. dnn mne a'uAxNrae a.i.zw,ih xxxhe,yvr*s4l fMFrvrx dtndeq:eatNn Ik1r NP4t tt1rr6e net.,xu# mNniMex z+naaHkc.jnNu e {n,mhld F80083 Mk Ma Rt ant asi Fay w Attsat tM ^a. spW n, t11'nko-+M M2 M#+ro( pn SAr1-kMta C' M=aetS 7N1 t6k aSn: al. fxca3pktt )t h ma, ne,f NavlJ:.te md tare et'a Ssro Pt:.Em, »n. u:p!ryeamM .ss ae(w^<r, mies, ddr„cae ltfaHfr e,u s.t tp.tl t{xeR, ag fr u-'prbe,r t,et -Rt >r.,; Eks,t+.,H+nre t, U rxeM 4tu ttes,;Qe.r ,4,,lea io-zxc dnr twlb A::q,Ni ml le., etsMwtm;tt 44,1 Sk, l:lf tt'tllvd_ a! 34946 t°FYt 4 t 1016A lRaol hucutFcihony Lf-6aill.R-i.8nptodutiian of lit deromraG in enrltem<iptokibitod x-:+P<oul+6eetipee pemuxsiva EtomA EtnaS huttac bn+hrtwr l.lombo flE, P.t. Job I WRCDRKL At Roof truss CA ( Jack -Open 12 DORAL om Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, ID:tdgFhvjEVYsgU3b_,jPYJ3cyuE5n-d1 ul5L2TUppkkc 1-0-0 0-11-11 1 100..- { 011-11 i A0005771 2x4 --_ I 0-11-1t 0-it-t1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0,00 5 999 180 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-7-4 (min. 0-1-8) 4 - 1/Mechanical Max Harz 2 - 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 - 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 - 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard Vewq l4e;e laatk. r!teKlk'F I9f Ra:}'ifltk ;.6ERt:, i,kM;ds, y(ti,Yt (gsf IA 931; ;iSEi;lYMM'"Ins. lt rtp#sys tnredrcsd nti filet atbt kxu 3esp 6f (rttj ai tM tnlrort issW34 I kkertxt'.l+r kk<tet hh,i Ok,•+an104. A, ID9. uir lNlex:tat^.ut t P NFa ,N to tte t?an d/. t:o. fes," puce ,sr,, ,!w artek as}dmF*'Awo nr t",rs U;,* in 010, ltd ie,.1a 11.1 r0a4:a64a:. Mwirl An hmy T. Tpnibp ,ti, +'.F. sal ru dMFf i at leH+w is la rta i6ltr QtkJ 16.Igt6 's tAW ,tt : Ik Aeu6q oW Pr' a°t; h dlulN.lt :A'. al lYt ktz t;:¢;.y Nf as M! 1,4.. ger'Dhata.bkt 4 AH Ixte, 66a MZAfiay. mot, iW910. ar ki,,J w'"vkl.k Q. 80083 kM+44'" to ter," iI .t. uta 0 Fop al°t I'At"ss# r" 0m906, tiet""0., HN cat KA"N"IrsW AG t,' awnyrass?axsett 44S1S(Lucie Blvd e' k,aaz:Ot,ttmei i4 III rrtafat Desk I.s,,,gunx..q audar kdsrt ill StttfNa s.'a: atmlduNnlR 1. port 1Dtelce, FL 34946 topybght(7016A- Ibotbums -Anthany1JombeIII, Pt, fitf,1040ianofin'si000MM,inanrlo,.,ispohihdedwdhoothe mittenptimluitahomAIRoofirones-Amboytleaho111,PA. Job Truss WRCDRKL ICJ1P FL 34946, design c@a i russ Type uty Ply RYAN HOMES / DORAL Corner Jack 4 1 ` A0005772 1 Job Reference (optional) a _._._._ ss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:09 26t8 Page 1 ID:tdgFhviEVYsgU3b-jPYJ3cyuE5n-dlul5L.2TUppkkcVS?uJLwFfTG6B Z?UuNiheEVzMTy4 1-0-0 0-11-11 _ 1-6-6 0-1 1 - 1, i 2x4 0-3-8 0-11-11 0-3-8 1 0-8-3 LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 999 240 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 19/Mechanical 4 = 31/Mechanical 2 - 186/0-3-0 (min. 0-1-8) Max Horz 2 = 35(LC 8) Max Uplift 3 - 19(LC 1) 4 = 31(LC 1) 2 - 102(LC 8) Max Grav 3 = 19(LC 8) 4 - 29(LC 8) 2 = 186(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 3, 31 lb uplift at joint 4 and 102 lb uplift at joint 2. LOAD CASE(S) Standard Aruy k».e Prxtvrtl. Rafe Cx'11 i.,f ft tz,4'SfitEC: EE4;kA. f,WSd[ .illiri{tijN*"pT-1 .t1lS-.E?`,Ht"M.. lt:aifrap ta axa5 aal rt4 ut:stxs t=ear 3e:g,kxeq =Cu^'; tk lq frti4Ci imde ,.n tdseeaa4xwoeof W"t """,-44 At It$ o" A41t .4urw kYY sxk: 0"oosrikr i)4 tax 01. Is< Rt Nt ytxtt i 4x m. ty a. ttdnx. t p>ep i tt atn rdtt l t n:tud tq tzs uq r:ywsnaar'a•MMzy¢ roe sar ti Nr tN tte tpl+tN„a tn.i to 1.4 q+-P- np ng tHtt»ts. 10*1s, ) M ud4sl.tnF m Relay 4s tM nvpM.6f?a Oaxe kc•eafs"X-24to¢x a iN k woo Ptgmr a"tt;ttt a'. it I, V,.4"t,*0 k*.' isw.TPl It wu' d nt'o4M. do-u am.-r.:nia "no- ., n9o.' Wk1t wtet4t A7[h:?ny T. 0083 a;, i.E. mt r )'s W[n tt9 :74. t..2eTioVAI 4( tdgre[nn.te a c y pauiind - 3QQ83t N 9 y te t hd 4Rx Ixhatx4 iCY Pai k4 ti'ttta SNA xr dxxat4b gx u y.,t+r Ir l Niwt'k rr.yxs t meF as a2ss A a I ts: ks }tx-, *+ iex apma m4 t , MrrAA x s. n+:e rts,4ett<:e w.t4wot.noytT it«n5t r,ea-tvrt r;w a.aetr„nTa[.vr s,r xTt.,.rt,ae. r a.»-q ko14st,no-11" ie .,[r+.1 4451 St, Lucie3lvd. Fort Aletce, FL 34946 Cepyrip6i i HIG A-f Reot Gossec-Amhooy t-tom4o III. P.f keprotuaion of Tkiz lommen6 in aeyfotm,is pmA Dited dthoui tht vuaeA pNm4uiao Rom Al&ae(Irustet-Aefhonl t.tomte tll, P_t. IWRCDRKL Truss Truss Type Qty PIY RYAN HOMES / DORAL CJ3 Jack -Open I 1 A0005773 Job Reference (optional) Fort Pierce, FL 34946, design@a1truss12 .comRun. 8.0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:10 2018 Page ID: tdgFhvjEVYsgU3bJPYJ3cyuE5n-5ESgJh35F 7xbM14eZbgaSSCem W XH ISk 1 cMRCmyzMT 1- 0-0 2-11-11 1- 0-0 OO ......... { 2-11-11 ..-... ......... ._. 2- 11-11 2- 11-11 _.. LOADING( psf) SPACING- 2-0-0 1i CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 I TC 0.11 Vert(LL) -0.00 7 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required ; cross bracing be installed during truss erection, in i accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 - 70/Mechanical 2 - 187/0-7-4 (min.0-1-8) 4 - 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 - 48(LC 12) 2 = 71(LC 8) Max Grav 3 - 70(LC 1) 2 = 187(LC 1) 4 - 51(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fist bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2. PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% 1a 4 HneeUt.o —N"1UG 13Iitt-*'Nfr,(AW UtWx(:4AMU! 1;x 411 '(1i-VB'WI`In.Fe.•M Nup pi xos eN reaf ves nia,i o-si k• hn;f[#; e nn tttMrt ts tnt-1 E.lAewt Wie ka ne uds xaM.0 AkM w,Be t@9 wt eat a. ueem, rcx M:knHMnelytr er ie •NdO"ror. "a4I eEiN eR he ft Me WixAn'lmny i. I mbo IIi, E. nM n<dR:.s i; ` ta.Mitiq,[Ik npltibllPdnt9h n+0 uise+xmka arlwe MiroyOaig+a m;e nnpne lK a+A'. Wl4el dtuf r., :Me v4t 4'keen dlee'Up we hell d»e'•nrt. i K bzd'.¢}a'gt rnUkM ae#aa}aM:en,esyeuv h+f 1.$0083 Nt'anryae„p ma(e0ae: leme:,e,w,r4l9P4£xHat *p,imxsdektaNy(enroe do.",.":It:pN,s*IM"4WA.e0..a*piax HnzIfI*N,*="Kr:m,ata4w:sOVI's.Rsgni [a VW.", edits k":'9"1—. e Ytt Ml1 e f 6e llw.S.eif,lygeN v/C".`e to l:ay itS{k1 eftl.s .{5:4A:YrlieNl e'Rlmdnq AII.Hh i#k R, Uf et eteex/e Rf 1. 4ASi ,( Lti L Blvd. w part selee, r s4946 opylitbl e, 7010 A -I Root busses-Anshoy l' I mbo ill. p-I. Repro6mon of lkq lolvment, m any tom, "probbited Acol the Knneft pewwoo teem A l Rael teelses Anthafty l lambo 110J. WRCDRKL I cuss Truss Type CJ3A Jack -Open Ply I RYAN HOMES 2 1 1 A0005774 Al Roof Trusses, Plate 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:11 2618 Page 1 2-11-11 ID:tdgFhviEVYsgU3b,jPYJ3cyuE5n-ZQ?2W14iOR3S_vfr7JMp?gkpHws-_tv_ BgOAIIOzMTy2 i 2-11-11 4 2x4 6 3 I e e 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 3-6 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 3-6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0,01 3-6 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 - 116/Mechanical 2 - 75/Mechanical 3 - 42/Mechanical Max Herz 1 - 59(LC 12) Max Uplift 1 - -28(LC 12) 2 - -51(LC 12) 3 - -3(LC 12) Max Grav 1 - 116(LC 1) 2 = 75(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 1, 51 lb uplift at joint 2 and 3 lb uplift at joint 3. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 9 lb FT = 10% a aq Reti ?1,orrvtN ra t;i C 14 t S !i!!k' 6E1 t! tll44Lt:ri#llCFi z3z1%M i"St t S C7 t: ,i+MfX 1 lt'Ar k,qr. teevdm RN r:1 eM I ., }r.p he.cq tCi^, me es AMx 1 I+ry:li,Ff kMv;ae 4re'.r. t UMu.Mk•r:;e :IMM wMID4. a:tM.te m tan'e +p He nx 18@ i x MH t, a'rn R ` e Sn an.',nuer a etl n x.IdA sp¢rnn w e[eaesxe M ne pMessuxi ea sM v£ yaut kh t ee k.n ¢ Ne she I ty,7A 4e ipp . Mn P+.i. 'kr Ee }a n,.at+<ms. lwv'Hennt WOOZtdneltiu4: at1e4sk ta3:WatKi 'le gpnridee tl@W Iiet1 Mee s a,iekq baA,xa,ei Mimro w N", Nt to e.,#,:.ndh`ri'It^47y- TCmt,ff, ;>E_ e'le•ase lM ut4re ea at y.eel.m n+rmghMt i«tns rz.fleet Ii: hn> s x.gaar >4P:x 6atat M{>e-xG s.tuea eyam Mmq**4 Ili cq ta:at as as s tshxl rriti! 4451 St, Lucie 6ivd. Fa't a.e€ee, FL 34946CapyG1M 191d p-I foaE Gussrs- dntheny 1-tombs III, R.E. Rapeaduttian of this doexmem, in not foew, is prohih(ted e dheat the xdtten peemistioa teow AI fleo(teassct-An4+onr L tnmto tU, P.F. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL VVRCDRKL CJ31P Corner Jack 4 1 A0005775 1 _.___-_-- _._ J I __Job Reference (optional) _. ____ russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:11 2018 Page 1 ID:tdgFhvjE VYsgU3b-jPYJ3cyuE5n-ZQ?2 W 14jOR3S_vfr7JMp?gkpTMN 1 v_BgOAI IOzMTy2 1-0-0 2-11-11 1-0-0 - I I 2-11-11 2x4 -_ 10-3-81 0-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-9 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0,11 Vert(CT) 0.01 4-9 999 240 BCLL 0.0 Rep Stress Incr YES I WB 0,00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP I Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required 11 cross bracing be installed during truss erection, in { C accordance with Stabilizer Installation guide REACTIONS. (lb/size) 3 - 60/Mechanical 4 = 26/Mechanical 2 = 208/0-3-0 (min.0-1-8) Max Horz 2 - 67(LC 12) Max Uplift 3 - 39(LC 12) 4 - 26(LC 9) 2 = 114(LC 8) Max Grav 3 = 60(LC 1) 4 = 45(LC 3) 2 - 208(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3, 26 lb uplift at joint 4 and 114 lb uplift at joint 2. LOAD CASE(S) Standard ixwgNe.a Attlq. ee.rce tb `t !G IY.+`cS%EtEt'z p7zlk; lNMS16f:4_M 34i§8 N l,k"t5€tgg5[etX'inr. rgfiTtrttp rafnrdnf tal raN.Aa Mk•., hez. •"`q ¢G1, wEM4.M1Nf1 f-e.b r,t Etdxaae Sln^ieu.,e ere Ilakr. Met.fr:NtM.t pe Iu9 T NI ,_". rw M: M".0 Dot x df.1r .hsepf K""'4Fe 'f' 0- TM P isa rmP,owVaff.w.q.r.Wo,.4,P I :kt {eesreapusu¢trep.;.nmw:.unNAmr An'hony T. Ter'ba:11, R.E. Y oTk; 80083 0. !< s{ .a .s .cx. A3PA. Pions %P e eATr.n. iAifkfea.am ryrte4lgltUxaMrfidifMvs u.k,N tkIT.45^..esrm t.pkx's 1ffhtaia¢&n.fw.xi.,$i XA1 tUMfAe{dNlK3r FI7 ey }tl l4k'A;atSS /E1.~wN lblti i. 4451 4t- iUt3M1I+C.. w _ rorE ,erce, F!_ 34946 4pl'.1hi V Mt AI tod husses- Aolhonp t. lomho H I, NPID&TIaeoffh dofomem,inoay low.'PwhMed wUhoonhe a Veopem'sioehom A 1900ho.... A01NA! I. TO.W11,1`1 Joe I russ Truss Type Qty Ply __ RYAN HOMES / WRCDRKL 1CJ5 Jack -Open 7 1 1 IA0005776 Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s 11 No 1220 17 MiT ID tdgFhvjEVYsgU3b jPYJ3cyuE5n-1 cZl 1-0-0 4-11-11 1-0 0 f 4 11-11 Inc. 4-11-11 i 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 1 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 999 240 BCLL 0.0 i Rep Stress Incr YES WB 0.00 1 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 I Code FBC2017ITP12014 1 Matrix -MP Wlnd(LL) 0.06 4-7 999 240 ; Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 - 26310-7-4 (min.0-1-8) 4 - 64/Mechanical Max Horz 2 115(LC 12) Max Uplift 3 - 89(LC 12) 2 = 80(LC 12) Max Grav 3 - 126(LC 1) 2 - 263(LC 1) 4 - 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-191/266, 6-7=-101/310 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard K'ragrktte Yerrry.nw«su'at4 r rA. i:S'i!UEr; NMilk, iNMSi( ;llitS ClSi3k'#.I,.ti.:M.tylA'Iea. sear Aup prt.vxs t(mMeN.cni§ct.«sBr.ehmq(C:''M ik arn.r4 lwta o,tE hdnwe±k::eiem<rice ertrr*sr wlN uOe iQp. oUr kll qM`b lfe Ia- N f;N ht @S ile i ra tl'1. 15 k ` Q t l FRN'': tll !Ftmty 4 d N 9! @e ttry M51e 0ie40.'¢'f $ tk pNttsiNd Itr1lt Ye .yau111rtt Y M It5{M 53 Rt tbt ( ep'h>/ H t ibQ pl Mtt °i; 'b F M)MrNM^.. Ni{i',pgtlN:. tdm"f of Av. `,t<Y Mhauikt p vptmd'ka*!! lkp,aau .atxae. ihM>(» M1e f* arx;xx 0N1t" xa4;a10 tnaA.{n,;ek rRi } gr yn olk OR Nw.IMI rtM, t.eaNg4r.Fcy>uryt. ahWi 1MMrc'+paq ^s aa,pyti nd Anth ny T. Tpi;}bo a , .E:. MA a x.,r.;[x-pro a x o..rt.lm rrr,m d r ingr«n,an r+.am a+ eeh, x autl e:dM a xx mrs,,,,,e,:«PK+a:es e:,rirr,rri,lxr: z 34483 Iexa pe.,a. }rrry?tpma of 6., r>:,eKx n. »zs 4451 St, rude Blvd. 41 el rate l lx(M a,r4 W tpeH gnnwripy l±d rutn .iu [M ircsx m zpan ,tGi:n 6niu11cs tprcrxl ea cynea rat+rd%.q kl ea t lHa ,ut ss AekaHwilli . epynghr C? 20Ie A 160 Gazers Aothoy 1. lomhe 111 P.E. Repobai eohh s do<emrn maerform,nptobibded without the -pen Pamssion h nm A-ihdlmws Aelho.,IAQmbolll,P-t, FOrF 7}[Ce, Fl34946 1 kVRCDRKL I CJ5A Al Roof Trusses, Fort Pierce, FL 34946, Truss Type Jack -Open truss.com 4 2x4 RYAN HOMES / DORAL 1 1 1 A0005777 f 1 Job Reference to Liional) s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:13 2018 Page 1 ID: tdgFhviEVYsgU3bJPYJ3cyuE5n-Wp7oxi5_Y2JADDoDEkOH45g4?kTAVpUUI KfsNGzMTyO 4-11-11 4-11-11 6 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 3-6 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.06 3-6 921 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 3-6 946 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 - 196/Mechanical 2 - 129/Mechanical 3 = 67/Mechanical Max Horz 1 - 99(LC 12) Max Uplift 1 - 48(LC 12) 2 - 91(LC 12) Max Grav 1 = 196(LC 1) 2 - 129(LC 1) 3 - 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-6=-93/290 NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 1 and 91 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% vaeaq tlme.u.mw. »e'F CG Ro 4iT{i[.IEiif{I;I11ttNSt("a4Y1GN1 C3S15N 3(1`,1 ..`"AaCa;^J;M1Ar"Iam. lin kup nptaNnt aM rcK emit atAi h«t; ks hxaq (ftu,?wk AeAA, t+tl [k €.rt.INercat lx itsen et UNts: aee.ae siNN tntMe ttro. wr mie tw:ar Fxks,tm>axt,el.aei)Oi>tt emd.4;t ins hstitt`.tgwer e..ry:tae'.tpnn, Os ud tt tt!N9.p w ttaNme: NhepNnrluN eaeae tt ytes!hlm k ks:q c M sxpi ar}.iM ttM i@D aal. wfn to-I:af sip As»aM et; tHh:a.axe.saxiNn Anztlmy T, Tomb,); I i., .I:. nd <aa„r,,.aminNNtf,ue ,hn.Nan.Nme).k,.arG+xitem,a:bt rntMququt,m+ ttar:xinNealx.nts: ru<iHnMses-Ncw,:In, °kwatrtNMe'aPoMmhetl amurxnleaglwkrq.:.rye txuent+«nbmrsnN»rr e:rxcdamN :80083 HeF vap4txgx ma ttwroez x= a Xt n at lot Wf. pw of lom. Ift Wf.q (agtaan SNNr fYm IINw VT'.N" d ' M.4 txA." tat;'s P.,?8., it lA§-I."'I- x res tttMttsk 1, l*.t, 5tnrtrt r .ks a„aaa.14e,, A ewM' . rtas 4451 5L iUde Blvd, aH„seddltekye;MrayeHteavimgifNlryn rcn,Ulttltt`cuT;ptxsa(Ihii»g$rupault.s.it,»:Etna't7xl5ptl4tgbAvbmtuttiMNial/II Fort o=erce, FL 34946 opyri9hr 2)1Qf0A-I haaE busses-Amhaat i. tombs lll, P.f. &eproduoiaa of lhis dommen6m aap lot., is prehibiled withaunhe+linen permmioa!raniA Ihof lrassee- Aanhonrf.lembolliji. Job Truss Truss Type Qly Ply RYAN HOMES / DORAL WRCDRKL ( FG1 FLAT GIRDER 1 (,/ A0005778 J [Joh-Reflerence (optional] At Roof Trusses, Fort Pierce, FL 34946, design@attruss com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:13 2018 Isage ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-Wp7oxi5_Y2JADDoDEkOH45gzMkPHVc1 UIKfsNGzMT 3-3-1 6-2-7 9-1-13 12-0-11 15-0-1 17-11-7 21-2-8 3-3-1 2-11-6 2-11-6 2-16-14 2-11-6 1 2-116 3-3-1 Dead Load Defl. = 1/2 in 4x4 II "`"' - 2x4 II 4x4 4x4 = rxb Sx10 -= 4x4 II 3-3-1 6-2-7 13-3-1 2-1-6 Plate 15-0-1 2-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.27 12-13 924 360 TCDL 10 0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.74 12-13 336 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 9 n/a n/a BCDL 10,0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.30 12-13 830 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except" T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 "Except` W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 - 4003/0-7-4 (min.0-1-8) 9 = 4616/0-7-4 (min.0-1-8) Max Horz 16 - 39(LC 6) Max Uplift 16 - 73(LC 4) 9 - 471(LC 5) Max Grav 16 - 4317(LC 2) 9 - 4641(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3429/71, 1-17=-11273/191, 2-17=-11273/191, 2-3=-11273/191. 3A=-24056/1347, 4-18=-24056/1347, 5-18=-24056/1347, 5-19=-24056/1347, 6-19=-24056/1347, 6-20=-10882/696, 7-20=-10882/696, 7-21=-10882/696, 8-21 =-1 0882/696, 8-9=-3915/394 BOT CHORD 16- 22=-27/ 1268, 15-22=-27/1268, 15-23=-537/ 20598, 23-24=-537/20598, 14-24=-537/ 20598, 14-25=-537/20593, 25-26=-537/ 20593, 13-26=-537/20593, 13-27=-1347/ 24056, 27-28=-1347/24056, 12-28=-1347/ 24056,12-29=-1334/20125, 11-29=-1334/ 20125, 11-30=-1333/20122, 10-30=-1333/20122, 10-31=- 81/1232, 9-31 =-81/1232 WEBS 15=-17g/10473, 2-15=- 425/0, ontmued on paqe 2 WEBS 1-15=-176/10473, 2- 15=-425/0, 3- 15=- 9785/365, 3-14=0/1194, 3-13=- 855/4001, 4-13=-868/62, 5-12=- 1370/135, 6-12=-14/4125, 6-11=- 203/727, 6- 1 0=-9696/668, 7- 10=-669/0, 8-10=-644/10102 NOTES- 1) 4-ply truss to be connected together with 1 Od 0.131 "0") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9- 0 oc. Attach TC w/ 1/2" diam, bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult= 150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 16 and 471 lb uplift at joint 9. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11-7 21-2-8 11-6_ { 3-3-1 PLATES GRIP MT20 244/190 Weight: 451 lb FT = 10% 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 786 lb down and 305 lb up at 10-10-0, 337 lb down and 116 lb up at 12-2-8, 337 lb down and 116 lb up at 14-2-8, 236 lb down and 86 lb up at 16-2-8, 139 lb down and 61 lb up at 18-2-8, and 108 lb down and 70 lb up at 20-2-8, and 481 lb down and 219 lb up at 20-11-12 on top chord, and 326 lb down and 46 lb up at 2-0-0, 326 lb down and 46 lb up at 4-0-0, 326 lb down and 46 lb up at 4-8-8, 326 lb down and 46 lb up at 6-8-8, 326 lb down and 46 lb up at 8-8-8, 326 lb down and 46 lb up at 10-8-8, 84 lb down and 94 lb up at 11-9-0, 84 lb down and 94 lb up at 13-9-0. 84 lb down and 94 lb up at 15-9-0, and 84 lb down and 94 lb up at 17-9-0, and 84 Ib down and 94 lb up at 19-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pif) Vert: 1-17=- 60, 8-17=-185, 9-16=-20 Concentrated Loads (lb) Vert:8=-481 5=-337 10=-84( B)7=-139 18=-786 19=-337 20=-236 21=-108 22=-276(B)23=- 276(B) 24=-276(B) 25=-276(B) 26=-276(B) 27=- 276(B) 28=-84(B)29=-84(B)30=-84(B)31=- 84(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1-17=-80, 8-17=-205, 9-16=-20 Concentrated Loads (lb) Vert: 8=-419 5=-295 10=-71( B) 7=-121 18=-686 19=-295 20=-207 21=-91 22=-326(B) 23=- 326(8) 24=-326(B)25=-326(B)26=-326(B)27=- 326(6) 28=-71 (B) 29=-71 (B) 30=-71(B)31=- 71(6) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pif) Vert: 1-17=- 60, 8-17=-185, 9-16=-20 Concentrated Loads (lb) cuq neese uanlyd. tr*tta fla `ta isC fIT,S,' it;t4i 6FNin. 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Lurie Blvd, fnrt ?leree, FL 34946 tapnithl tJ 161G A-1 kaof Lvstes Antkany 1. iom6o 111, P.(. Reprodo0iun of ihn ioeuneat, in say tmm, lsproh:6iied wlMcut Me Witten permission trem A Ronf teuues-6n fioa.Llansto fA, P_E. Job Truss Truss Type W, RCDRKL FG`I FLAT GIRDER RYAN HOMES / A0005778 At Roof Trusses, Fort Pierce, FL 34946, design(alattruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-231 5=-168 10=-34(B) 7=-69 18=-384 19=-168 20=-118 21=-42 22=-274(8) 23=-274(8) 24=-274(B)25=-274(B)26=-274(B)27=-274(8) 28=-34(8)29=-34(B)30=-34(B)31=-34(B) 15) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=31 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26= 1 3(B) 27= 1 3(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-8 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B)7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B)27=13(B)28=69(8)29=69(6)30=69(6) 31=69(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=24 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(6) 24=13(B) 25=13(B) 26=13(B)27=13(B)28=69(B)29=69(6)30=69(B) 31=69(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-5 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B) 27=13(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) CI s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:13 2018 Page 2 I D: tdgFhvjEVYsgU3b_ jPYJ3cyuE5n-Wp7oxi5_Y2JADDoDEkOH45gzMkPHVc 1 U IKfsNGzMTyO Won ok",1 ,'—.nk 1 Cr jri5i3,"ii.(€l ;6EfiFk. f(tkSi{;cC»ACn7 i3ti:ik ttTt ..iiliR"",'uNE%"tpm. 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Repmdu(tioe of It!,knorent,incoy tofm,7sp(oh;FBeE«iMcntthe -teen pe'no,weo horn A -I too[Ilesse, Whooyt.lemboill,P4. Job Truss WRCDRKL FLO1 Al Roof Trusses, Fort Pierce, FL 34946, 0-1-8 2-6-0 I 1 4x8 Truss Type Qty PIy RYAN HOMES / DORAL Floor 1 1 A0005779 Job Reference (optional) ttruss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:14 2018 Page 1 ID:tdgFhviE VYsgU 3b._jPYJ3cyuE5n-_?hB826cJMR 1 rNNQoRvWdl M987iE E4yd W_,PPvjzMTy? 1 176-0 2-2-8 1 1-6-0 1 3x4 :: 3x6 FP 3x4 2 4 6 6 7 8 0111-8 Dead Load Dell. = 3116 in 3x10 --- 9 to 11 3x6 -- 4x8 =- 302 MT20HS FP- 3x4 -- 3x4 4x8 3x6 1.5x4 SP Plate Offsets (X,Y)-- [1 Edge,0-0-121,_[10:0-2-12,Edge], J LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 - 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 - 1 146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 34=-3715/0, 4-5=-4892/0, 5-6=-4892/0, 6-7=-4892/0, 7-8=489210, 8-9=-3713/0,9-10=-371310 BOT CHORD 17-18=0/2162, 16-17=0/4608, 15-16=0/4608, 14-15=0/4892, 13-14=0/4611, 12-13=0/2163 WEBS 10-12=-2391/0, 2-18=-2390/0, 10-13=0/1714, 2-17=0/1717, 9-13=-254/0, 3-17=-257/0, 8-13=-992/0, 4-17=-987/0, 8-14=-98/743, 4-15=-100/750, 5-15=-353/9, 6-14=-348/9 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 21-2-8 13 0-3-0,Edgej, [14:0-1-8,Edgej, CSI. TC 0.78 BC 0.87 WB 0.82 Matrix-S LOAD CASE(S) Standard DEFL. in (loc) I/deft Vert(LL)-0.4314-15 >586 Vert(CT)-0.5914-15 >426 Horz(CT) 0.10 12 n/a a 226 o o q 2 L/d PLATES GRIP 360 MT20 2441190 240 MT20HS 187/143 n/a Weight: 103 Ib FT = 10%F, 10%E 411.4 st RnNyN„€+zee t1e'1!tic lLss SEitFr1 G(1Hk. t(W IGAMI" t1174! A t,. ndRiE; We, 1, 1, kApraeaemc4 IA,,ON,1m:3t i:„aq iPE'; xa he lowfI lwt, v.t(: . to.-1'k ae., nestok,. ;e-'NOe"WR- Msl . em-mrre eN tt =1l nei30texedd e; m ge(eyseee i ek eRr4poee Ytudun tn p tmsnn,e;*sweOMpdes:kMen}++ of ttas:{dAy wt,,VMke ap t ero=th a iM h d"1x1 -kl pn:eagin rek ,nannvAn'hony T, Ttx bo;L, a.[. A ru dttl,z k t Uaeii to pt.MhM1 Anea»rc ib. isearo :ne aeik 4aUkg Dt le^ .+`e;eu ndtn lRi tol nd ne iv.6 !"da(.rk .(a' .la@5 din anMn. W( nn ;rnss. IQeg e*%g.w ntlnm n64n $:t4 Hqe •eWs+e.x d a 80083 ter xxihtttne C'K ecr s,4n .eton exE to wf pwklnn dWiuiaq(seMt iFn•Ixsaenn t(V pet k4, 9aM 41€e neMnwiMpn+Bpt tttWeVerp•srimesWwlnlrVI"! 4epn m:ksyx t.", ud a; V.4"I'a asps; 4451 St. Wd- Blvd U, ,,,eAxnHa MwrtreHeaak.IM4eiWlo'es chd. FuI, I-I,fgaen sVI[ ,in4.js<,.M nNi, .sv+et:arnaaays-04 014t 1nxn:p¢e11ttaeeia1hI Fort:)P,cp, F L 34946 opnlght'0 7016 A I hoof bosses-Amhoey 1. lombo 111, R.F. Repmd om 6it,s dm-tell, in ony torn, is peo NI'd a Ohaut the ndnee Few ision I,w A Roetbens- Aathoar L Tombo ill, P_I. 0 Qty ! Ply I RYAN HOMES / DORAL WRCDRKL I FL02 -- - Floor Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com 0-1-8 2 1 I Job Reference optional) Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc ID:tdgFhvjE VYsgU3b_,jPYJ3cyuE5n-SBFZM07E4fZuTXych 1710-12.. 11 1-6-0... 1 A00057801 15 2018 Paoe 1 1-1-3-011 2-2-12 1 0 {1-8 Dead Load Defl. = 1/8 in 3x8 -- 3x4 3x4 - 3x6 FP:- 4x8 - 30 II 3x4 3x4 1A 25 24 23 22 21 20 19 18 17 16 3x6 -- 3x8 30 = 3x4 3x8 MT20HS FP-::- 3x8 - 3x4 3x4 `- 4x8 == 20-9-4 29-10-8 f 20-9-4 9-t-4 Plate Offsets (X,Y)-- 1:Edge,04-12], [14:0-1-S,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge), 20:0-2-8,Edge], 22:0-1-8,Edge], 24:0-3-12,Edge], [26:0-1-8,0-0-12], 28:0-1-8 0-0-12j LOADING (psf) SPACING- 2-0-0 i CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.37 23-24 670 360 MT20 244/190 TCDL 10.0 Lumber DOL 1-00 BC 0.82 Vert(CT) 0.5123-24 487 240 MT20HS 187/143 BCLL 0.0 Rep Stress Iner YES WB 0.92 Horz(CT) 0.07 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 146 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16 - 262/0-7-4 (min.0-1-8) 25 = 1033/0-7-4 (min.0-1-8) 19 = 1950/0-3-8 (min. 0-1-8) Max Uplift 16 - -66(LC 3) Max Grav 16 = 365(LC 4) 25 = 1050(LC 10) 19 - 1953(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3311 /0, 3-4=-3311 /0, 4-5=-4085/0, 5-6=-4085/0, 6-7=-4085/0, 7-8=-2638/0, 8-9=-2638/0, 9- 1 0=-2638/0, 10-11=0/1771, 11-12=011771, 12-13=-568/382, 13-14=-568/382 BOT CHORD 24-25= 0/1962, 23-24=013996, 22-23=0/4085, 21-22=0/3666, 20-21=0/3666, 19-20=-24/942, 18-19=-823/301, 17-18=-382/568, 16-17=-382/568 WEBS 11-19=-310/ 0, 2-25=-2169/0, 10-19=-2548/0, 2-24=0/1492, 10-20=0/1941, 8-20=-278/0, 4-24=-758/0, 7-20=-1200/0, 4-23=-272/469, 7-22=0/848, 6-22=-390/0, 14-16=-625/421, 12-19=-1328/0, 13-18=-402/0, 12-18=0/801 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 16. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 6-4 R— 1- 1mr -- tu% I IJC iWii4"i4 R% UOL R14i d(FM11L Q111-K k'.r,..ei-Vi;*r Im. Wof kGr tonmtt," 4M1,. r,'f=.1; ku^N-el It ae ON 4Af 11,-4i.ft ldx-i"tt-,, BAn; Nh.ru 104.%,TOO.1 M,Ier aanx rt. - Wl Mt. to, NI Io x,Wl. a. Oesp,egser a x'etri Eeaax Vun a a. [Do epaaen,aritew,, 9 fu V*, e<"—"a"Peii tt4 ote;}a Ia,.Y F pu Ia w. Ae Ito al,.an MP .M Posp ns." iw z. rnms.c«IMiMr An homy T. TSfnbD Ili, P.L. W ,onk,? A•a t&w«,na M.a mnml n.n t. x .a u. uxt"uu.xaga>. :Rmwlkltt ua adn HatFay asr l a r.a er aaw Ixtf 01" a. Io"w R", n,440..xK.r A .Net" f1nn z 80683 INf J+.j Its p".4(a, No dt . .. r. lfl[ at lR V.1 .4 Vow n W 4*4 i4.raal 4lnf lco- M9 Yt3 pHsteea IM tl K4 r.:n a'01,y ,,,,4— ie 1411. 3a ttrfA 01111 W011, ell 111t lk,." ln;&,'F(.pmn.4 n,; e'.xAr.1.0 PI.a:S ehz,asa ldkae,e: em.t greN a.ue amghelr.ns hs .vua a{pan:=n','rv+taAa}DniA+n xt....ra.r,p a,.araw(4 .ta c a?L a f v, a, na»fametialrlt Oe Faort,t St- Lucie Blvd. el' C!', rr 34446 taFniRh1(07@I&A1RealGuuez-AolAoopl- lombaOlt,P.t. ReproloaioeofIt's iommtol,manyform,ilprohibile,l.6oatthe .nptoFermassio homA-IRoof Nw,-ADth.0flA.nbolll,p-t. Job truss Truss Type Qty Ply RYAN HOMES / DORAL WRCDRKL FL03 Floor 4 1 lJob A0005781 Reference (optional) ' Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 11 27 16:20:16 2018 Pagel ID: tdgFhviEVYsgU3b_jPYJ3cyu E5n-wOpxZk8srzh14gXowsx_iiSX4xPYizbw_Hu WybzMTxz 0-1-8 2-6-0 1-6-0 1-10-12 1 6-0 1-10-4 1-3-0IL - 1-1--3-0 11 II i Dead Load DeB. = 1/8 in 3x8 3x4 3x4 :: 3x6 FP -. 4x8 -- 3x3 11 3x3 - 3x3 3x6 - 3x8 -- 3x3 3x4 -- 3x8 MT20HS FP 3x8 -- 3x6 - 4x8 =- 20-9-4 4-11-12 Plate Offsets (X,Y)-- 1:Edge,0-0-12],_[18:0-3-0,Edge],_[19:0-2-12,Edge], [21:0-1-8,Edge], [25 0_1-8,0-0-12], [27:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0,37 22-23 665 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.51 22-23 483 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.08 18 n/a r BCDL 5.0 Cade FBC20171TPI2014 Matnx-S i Weight: 129 lb F, 10%EFT = 10 /° LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1065/0-7-4 (min.0-1-8) 15 =-11/0-3-8 (rein. 0-1-8) 18 = 1737/0-3-8 (min. 0-1-8) Max Uplift 15 =-198(LC 3) Max Grav 24 = 1069(LC 10) 15 = 185(LC 4) 18 = 1737(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/0, 3-4=-3392/0, 4-5=-4249/0, 5-6=4249/0, 6-7=-4249/0, 7-8=-2881/0, 8-9=-2881/0, 9-10=-2881/0, 10-11=0/1123, 11-12=0/1120. 12-13=-96/475 BOTCHORD 23-24=0/2002, 22-23=014120, 21-22=0/4249, 20-21 =0/387 1, 19-20=0/3871, 18-19=0/1 240, 17-18=-475/96, 16-17=-475/96, 15-16=475/96 WEBS 2-24=-2213/0, 2-23=0/1537, 3-23=-25110, 4-23=-805/0,4-22=-207/549, 5-22=-260/62, 10-18=-2495/0, 10-19=0/1832, 8-19=-265/0, 7-19=-1110/0, 7-21=0/782, 6-21=-361 /0, 13-15=-120/628, 12-18=-995/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 15. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 7FFuq.Bessa tiMrryN, mn. x't i C ftSzi "f{lfr".6f11E1t. tiiMSt C:aw'ytliiS tl4isx=R7.1 <,ta.i.,,,iNter lxr 4-0,f pW; fI uass: ake .,a n9t4.10M xq Mlif gRMN vib )N-,.h '<I Mi tRt ilU i%eN,f. 4!t 9 1}1.tpHH_ lift tl lRt!".4t 5PN NMf r Q'!pt< tI MNw-0 IN rk".gid An'h,)nV T. Tomta;li, P t. f/ d!t':'t Y IaHtprtlM ya,NimktetQ R MCtYiiF`#' H)lMaNGrwiffp t5t4M` wwal.lf t T:Mftlt i0fxf,F1..:N Rlxi :klC}Y li dISE tl@IsirorfNl IfA '. V. niMrgtxf `{.t¢'fp !tll° M1kfN 1 dd Mik pat,MhA : 80083 Ih4"'.; 3a gre uefarnn k .M lM Wla yralan p49 s0M Mlk"(.P m}fmlxronean Ul pti k t BfaiWk P—p.4acIria:la; se tap 1 i N,WA.x 01,1s' ANm.I-)'.gn,xpu«»3 ,., Maalrc'"-x Moss 4451 St, Lucie Blvd. EAcaxse f9 Mhs 4•pt fined m+w .rmq Fl d'rmxc,es hN. Getoss 'estp,Meer i, IC:i %x tw4vf &:q+n,, 1 ., S,s.xa gum e pt aal&p V mtwtYk.... ne. 14.4" Utl Fo[t P e,co, FL 34946 oprliyhl( 0 7016 A I bdlww' hrobony 1. 1000111 P.E. topmdadion o(Ikis lotenent, ieanpinlm,is proh4Dited wllgoul lAewsincn pelmissioa hem k-Hcoll,mes- Whwl'lo.Wll, F1 3x4 =- city Ply RYAN HOMES / DORAL 1 1 A0005782 Job Reference (optional) 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:16 2018 Page 1 ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-wOpxZk8srzhi4gXowsx _ijSauxXei8Yw—HuWybzMTxz F 1-3-0 j I 111-8-0 _... 1 1 11 17370 _ 1 3x4 3x3 11 30 t 5x4 11 2 3 3x4 4 5 63x3 --- 7 6-11-12 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14 - 374/0-3-8 (min. 0-1-8) 8 = 247/Mechanical 11 - 649/0-3-8 (min. 0-1-8) Max Grav 14 - 383(LC 10) 8 = 2741LC 7) 11 = 655(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/0, 5-6=-264/0 BOT CHORD 13-14=0/563, 12-13=0/563, 11-12=0/563, 10- 11 =0/264, 9- 1 0=01264, 8-9=0/264 WEBS 2-14=-620/0, 3-11=-603/0, 6-8=-351/0, 5-11=-311/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x8 =- CSI. DEFL. in (loc) I/deft L/d TC 0,45 Vert(LL)-0.0313-14 >999 360 BC 0.29 Vert(CT)-0.0413-14 >999 240 WB 0.17 Horz(CT) 0.01 8 n/a n/a Matrix-S 3x3 PLATES GRIP MT20 244/190 Weight: 61 lb FT = 10%F, 10%E Muwp R»stx ien ti(ttnfe :lt's l{.Jt e10.z4ES',"C..-! ,at4;,;iM k.4AP JNt:bSiu"M; tU?1'. k:KiQlfSlp[t'yex. FnigH:g yraaal.v:e*k Hl wttrort0.s'-mn Uea t kf.ap CSC MAe 4?l ne' 4mk P. ftha ac Rt SeNr,v. Jlfes. a'+n "vet#ea @a i.,xn N;i N>fe lq ee arrc 6mk oH. .:: cal r @n :+paea tte eas .airy' xBrea as N O at .rksnvaa: a uar aq spa k':n In 4sk rgdoe wgk itlrsa.. ei,.$n{r rce«n kL>yen,em s+aas :wJa1 wk.4n.. =+aat:ur A AhonyT. "Tomto II:, R. L. aknektt+t':sAi r tx:dy:ib tµt,+I:Mddet to.;xp9s'4MPIN el y4tlu ek+dkl tespp uNt tpatrkfi,If.1hQ at'Rt tail UfiNej retW 11 ly tpr4.d{4!'dl Mf art t! Iq t.qt #^'9. tWM mkNe x4M agiN l M. Msmhh : K083 4411 Yt Lucie Blvd_ cHa•6r ft!nei h ,wN a egret.pea r, agedt"a a eh+t °.fir ,... Qar q .e1roe. i, 4. M taa,q b+wpa a «s, t a x+e Eeem d »• 4Jae1. t§ al M .f H.a, ve e. kt"xa R ,. E Hot. ,{er; e, AE. 341746 1ePY I9M 4; 2Ut6A tPoatbase; krthnTt tombsIII. P.F. toP od."I-of1h,4dcia*'.LNooyloEa, s P abibded xukaut the wimen pe m tsion baa+A IPoat Gusset Aathonyl_ combo[IE, P.I. Job Truss Truss Type Qty Ply RYAN HOMES ( DORAL WRCDRKL FL05 Floor 1 1 Ao005783 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:17 2018 rage 1 ID: tdgFhvjEVYsgU3b_jPYJ3cyuE5n-OaNJn48UcHpbig6_-TZSDFx_hYL,IiRQj3Dxd3V2zMTxy 0-1-8 2-6-0 1-6-0 -1f 1-11-0 II 1-6-0 1-3-0 I {I1-8-01-3-0 1f _ _ -i Dead Load Defl. = 1/8 in 3x8 =- 3x4 -- 3x4 -= 3x6 FP=- 4x8 -- 3x3 I! 3x3 -- 3x4 --_ 3x6 _ 3x8 -- 30 -= 3x4 -= 3x8 MT20HS FP-- 4x8 3z8 - 3x4 - 8: 0-3-0,Edgej, [19:0-2-12,Edge], [21:0-1 20- 9-8 2p- 9r4 _ 24't-0 i 25-5 $ 0-4- 2 3-3-8..... a 8 0- 0-4 1- 1-An-n-191 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.37 22-23 665 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.51 22-23 482 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 18 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 127 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 15 = - 61/Mechanical 24 - 1060/0-7-4 (min. 0-1-8) 18 = 1774/0-3-8 (min. 0-1-8) Max Uplift 15 -- 242(LC 3) Max Grav 15 - 165(LC 4) 24 = 1064(LC 10) 18 - 1774(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3370/0, 3-4=-3370/0, 4-5=-4204/0, 5- 6=-4204/0, 6-7=-4204/0, 7-8=-2803/0, 8- 9=-2803/0, 9-10=-2803/0, 10-11=0/1225, 11- 12=0/1223, 12-13=-58/525 BOTCHORD 23- 24=0/1991, 22-23=014086, 21- 22=0/4204, 20-21 =0/3809, 19- 20=0/3809, 18-19=0/1 146, 17- 18=-525/58, 16-17=-525/58, 15- 16=-525/58 WEBS 2- 24=-2201/0, 10-18=-251110, 2- 23=0/1525, 10-19=0/1849, 3-23=-250/0, 8- 19=-266/0, 4-23=-792/0, 7-19=-1127/0, 4- 22=-214/537, 7-21=01795, 5-22=-255/65, 6- 21=-36710, 13-15=-77/699, 12- 18=-1045/0, 12-17=0/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 15, 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard NM% a1 %rou i1N Air er..n M'S l?f APi4f F!.1 x'Uks,'1M44.,.AP.' 1t1 ,t,`4At-U, 1 i.¢x,y:.',Mtht'+ax Ia t*h{41r:ixplMi Af itN uksA t'x5 hnp (x¢en1 D6': m1:N sx eri frMtiF..P,.I t tM. )lAk6rt ,s iNte.t cane ,c<i2iK Beat i:p. Alr N - ne lNin tbrAt eveia?h ikbh ae. > w y>Qe m '"t A ;A rsp roe Aesttranex rt+ :. i'r9 <sgn,rk;am rx ktrye et uy kptx4 .tY . w{e.:1l'. to iz roe tralMm :a1 ae4..A,. <wa,xtr Anthct ty T. 7ambu It;, P.E. 1 4 aRr '.r.s Ix s*Pdnq -:: Rr P+'x Ne' h A nnrF Mgta trt b:"saml 1 9t :ua'tn Ta Kl4e+F.:^e elf Ha,7 tcJs aN R its NFt'd k4e 1?3 roA wr4 ik ¢Fa[! m+tg »N1a1 rN+at ar++. aK Yha{ 11lkar. pawd,# $(}683 ati llal tNripn wl vt kl(ah ra at e. w2t k eM F'A v'hklb}; IM 4d bklnzP E`S wsd aAk nW It eta ! 1+w ;"Nx HI.ft4As,4.t,r.pkvroA.:s:. m!lmazdYt ..vnt.:. sxe.W.yrore aN ra,,N»Ae:'«tr,x+nr t14,«:" 4-tao,wua.rcPA µa.. «,4.*- W"'.-oa :rno-; D.qn ,et me t ti,: ue tnunl k"', t ,nat.,r.elma d-t *q 41, aq 4tAW, utu 16" tia s. h wi'Sr u:rref, a€ie Elvd_ H 34946 fupyug9t w 2036 k 3 Roof h nseei k JFunr E tcm@a itl, P.t. tepmduaioo at tAis datumrni- in any iotm, i<pmAiCilyd dn6ou 1fie+n;tleo pm mission Item A I Rani bassos AelAoaq f. [om6o Ut P.t. Truss ITruss Type Oty Ply RYAN HOMES / DORAL FL06 Floor 1 AOQ05784 Job Reference (optional) e, FL 34946, design@altruss.com Run: 8.126 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:18 2018 Page 1 ID: tdgFhvjEVYsgU3b_jPYJ3cyuE5n-smwh_Q96NaxSK_hB 1 H_Sn8Xnyl2KAszDRbNd 1 UzMTxx I t-6-0 it 1-10-12 II 1-6-0. 1 11-3-611 1-10-0 II 1-3-0I 11-4-12Q-I-B Dead Load Detl. = 1/8 in 3x4 -:- 3x4 3x6 FP 4x8 -- 3x3 11 3x3 - 3x3 3x3 11 3x4 27 26 25 24 23 22 21 20 19 18 17 3x6 -- 3x8 -= 3x3 3x4 -- 3x8 MT20HS FP -= 3x8 3x8 --- 3x3-= 1.5x4 SP--- 4x8 ` 20-9A 25-7A429-10-8 1._ 20-9 r 4-10-0 I 4-3-4 Plate Offsets (X,Y)-- 1:Edge,0-0-12], [2:0-2-12,Edge], [7:0-1-12,Edge], [15:0-1-12,Edge], [21:0-3-4,Edge], [22:0-2-8,Edge], [24:0-1-8,Edge], [26:0-3-8,Edge], [28:0-1-8 10-0-121,[30:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.36 25-26 680 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.50 25-26 492 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.06 21 n/a n/a BCDL 5.0 Code FBC2017lTP12014 Matrix-S Weight 150 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) "Except' 62: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-7-4 except Ot=length) 21=0-3-8, 18=0-3-8. lb) - Max Uplift All uplift 100 lb or less at joint(s) exceptl7=-297(LC 3) Max Grav All reactions 250 lb or less at joint(s) except 17=558(LC 4), 27=1001(LC 5), 21=1658(LC 13), 18=1521(LC 14) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3105/0, 34=-3105/0, 4-5=-3671 /0, 5-6=-3671/0, 6-7=-3671/0, 7-8=-2011/0, 8-9=-2011/0, 9-1 0=-201 1 /0, 10-11 =0/2205, 11-12=0/2201, 12-13=0/1894, 13-14=0/1672,14-15=0/1680 BOT CHORD 26-27=0/1860, 25-26=0/3684, 24-25=0/3671, 23-24=0/3148, 22-23=0/3148, 20-21=-1894/0, 19-20=-1894/0, 18-19=-1894/0, 17-18=-428/589 WEBS 14-18=-772/0, 2-27=-2057/0, 2-26=0/1377, 4-26=-640/0, 4-25=-307/396, 10-21=-2627/0, 10-22=0/1983, 8-22=-274/0, 7-22=-1265/0, 7-24=0/882, 6-24=-406/0, 13-18=-158/488, 12-21=-561/0, 15-18=-1954/0, 15-17=-765/556 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 17. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pff) Vert: 17-27=-10, 1-14=-100, 14-16=-400(F=-300) 7faur7 NeartWeryNe,nu"ru't 2., Itd,SK"if:iE!'6iA:lk, fEedS 6(:'nt111tkS tlSiid R7];l,rl itf:.MEX Inz-te+ot #ap faeunersWuad wtixtmi tear ietph y(ifG; me de Adlxtl I:w 'd.t Etdxea,e4M,tsu e„1 UdmseRe.•,e zldee ee tl<tiA .u, 1Nteh c—wI m. fW N, Iw1 1"141t s Wip[iot- a a:une f'pKe, R>ted xai tUO.ep ems ea—jl dne r, on"'N.1 a¢,e W"Rileea M t" J"sN tP Pis, titee m lh l06 up. Wn li •I to Ns,µnuodoc,"oirp:attn ynNHlnt An1i,,)ny T Tombo:11, ;).E. t asedi t` ,q p. NW,n is 14 <w5iwq oral eee Axe a ;e:*ox ete Ne. IN taNleg Oer pr. uEu; t faMlM.. di 3. al lk 4ea to l:,,t Mr wt fNl le aF, ndtM'50 ed M. hell Alk rtss. Itl t" xeµtMfpw erc &xrt +d nras .e.tsn,e:.lar e! z 300$3 14e d'Ri44yan lN(MeMf. x x fewxM l(dtM6 raRl 1pd4 (Ifs ptlpq( }taM idH!15.e n rlf Nd b4N fN eat SNA nt'el d`u }Keay pedeect 1r Ik5a; 4a etµ^t}+,mes M4 Lrfn e'A l-es. fk aprrlens des i#pm, }.,ets lHrAe.Y z,.akts 4451 St, tude Blvd, eAu• Iuiduet1, ee,wl epeeeawn.rnlryI, dl rp enw,Mi do Ins,14s'p+.nNecn ;: Al. ax Andal l'i-In,x 1, a,.alume. mi.04111wlg"4 bcgr ere as Od eM u IN I. Fort Pence., FL 34946 4plvi9141 07014 AI Roof hoswc Aulhooq 1. lombo Ill, P.J. Reproducion of Ibis dmumenl,inmyfolm,is peohiWed withw lbe wvheo lit -woo I'm A I Roof I'm" Anthony t. lombo Ili, P.E. Truss I Truss Type I Qty 1 Ply i RYAN HOMES / DORAL WRCDRKL Al Roof Trusses, Fort 18 17 I FL I 07GE Floor - 1 Supported Gable 1 1 Job Reference (optional) e, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-smwh.,Q96NaxSK_,_tiBlI 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 PlateOffsets(X,Y)--_ [1:Edge,0-0-1 2], [9:Edge0-0-1 2]? [17.0-1-8,0-0-121, 01 LOADING ( psf) SPACING- 2-0-0 CSL TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 6C 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017frPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SIP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. All bearings 8-7-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1 .5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web)- 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3*) nails. Strongbacks, to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 8- 7-4 8- 7-4 121 DEFL. in (loc) I/def! L/d Vert( LI-) n/a n/a 999 Vert( CT) n/a n/a 999 Horz( CT) 0.00 9 n/a n/a A0005785 1 - - 1 16: 20:18 2018 Page 1 XA4EDRbNd1UzMTxx 0 r1l 1 8 PLATES GRIP MT20 2441190 Weight: 39 lb FT = 10%F, 10%E 1. lmit;o 111, P.L. n000. 0.""'Wfww. All 4451 St, Luri9 PIA fW 1,1946 16dfi- f' b1hoTIAm.b.111 pf, Jab i Truss Truss 1 WRCDRKL FL08 Floor Al Roof Trusses, Fort Pierce, Ft. 34946, design@a1truss.com Qty 1 Ply I RYAN HOMES / DORAL A0005786 I _.l. _....... .... I -Job Reference(optional) - _ ---_--_a Av 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:18 2018 Page 1 I D:tdgFhvjE VYsgU3b_jPYJ3cyuE5n-smwh_Q96NaxSK_hB 1 H_Sn8Xq 1 IAIAOcDRbNd 1 UzMTxx 0-1-8 11f5x(t ll 1-5-0 2_314 30 Ii 3x3 = 3x6 =- 0-3-0i- 4-5-0 0-3-0 4-2-0 Plate Offsets (X,Y)-- [1:Edge,0-0-1211_[6:0-1-8,0-0-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.00 5 360 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 - 841/0-3-8 (min, 0-1-8) 5 = 841/0-7-4 (min, 0-1-8) Max Grav 4 - 841(LC 1) 5 - 841(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-430/0 BOT CHORD 4-5=0/849 WEBS 24=-935/0, 2-5=-1096/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails- Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-400(F=-300) PLATES GRIP MT20 244/190 Weight: 25 lb FT = 10%F, 10%E 1-4 fle'ww.no . ..... . N'A, i UV IIJAFitigE twP bun, tiU4slt. ar;that(is,do "i ...04is,'Aq-Ia.- pKA, h:p .4,,4 s,s x r., i u)r 1-4!rw, asd IN Air t t—e FE.W.—Gn,uur-uan:04—A1"ran, tt?A.., M!l k.rwc»paa ea!a p7u 1e l36 rSaerld. 4:F't R: Hnlp, iw--0,5P.",totldxp. IOaep'4Wt rr «,ArcAa, 0 IN P 9" 0lap:are'""sf.No, lka V'!N,.pier OfMM1,TOO ab.rft Tk i6, 1" V aS uapnl ray erraaMf.--h" gnetiony 1. 1Qmbo:11, P.t:. N dA i!:' Ynt ypigrp ;ta /AaIMNmOr.a. Qrurtt NrAta f: Ia WNIP'q.'at'.t ,ri r11#IC 1} »11b,mpvfa9:r/t raf lPl ie zp{!R,f la (fDlarmhit rfa,.a5t..vlra!a^A.y.W'rf, rai10".Wam'a'y Saa afSa fspm4k4hr1 $0483 lap ter Sa erx( Acv,P —aa V44.01. !`1*4tu4 u, Nxnu`ammo?ea,..[rlin. k'vs.paa.4 r,n, x.,a[aMa m:.r, 4451 St, Lucie 6lvd. r5erhuldl& ha egw,pPetl aria#vnaq i. d prrts e»fiH. rx ln, xs m,gaer<:>At(`a t» p$e, n xl.as area fyourn ap aalmy rl.,>#!ai]al a; aemieleM,x FB I. Fort Pierce, FL 34446 Ceprciggl Q?70169-I Raa(hussai-dmhaayLlamEa III. P.f. Reprodarlioa of Ibis locumeat ro aap lorm,is pmAiAikd rritAom the ow permuuaa hpm kl Rnaf iruuer FpthoartlemSo III'PS. Job Truss WRCDRKL FL10GE Al Roof Trusses, Fort Pierce, FL 34946, 0)1,-8 Truss Type Oty PN IRYAN HOMES / DORAL Floor Supported Gable 1 f 1 A0005787 Job Reference (optional) ^ s.com Run: 8.126 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Fri Apr 27 16:20:19 2018 Page 1 I D:ldgFhvjE WsgU3b_ jPYJ3cyuE5n-KZU4BmAl8u3Jx8GN b_VtiKM4AwftvXUMgF6AZwzMTxw 0)ti 8 30 ST1 STt ST1 STt t%V2 ST.1 Sl't STt ST1 STt STt STt 1 r j 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TP12014 i Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-9-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 A-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 lb FT = 10%F, 10%E araxar Fteavetess U.e,x,9t'4;F.131tli S.:LLit,,..fs,.,ik4l`.,,kP r4e,,9>':,M;`WIr"'..iK+•O;fDSk.4+,na. Fea:hkuyx #xe*ase; w,Eilq ltc ut A.s?«srpe.,g kR ul,uGml at u+taeF I wM tb t,tweeur ilellkeh,txse lm'v?xse attx xc±e.79G. eNt VIVO azv'v t4» kt1 e,es "a fk mute .4 !, hem as gwn;:e New U'.. tte maw. t.,3 eP<t+k+n e:NhMex M14a tnsmceA aee iw*t im!o- a.k yadm sNlk Trutt tf e(.^Me wfN .tE :.. i !r qa rat'.*. sa/n} am?a ,n t.an r zp - as a A e:rin &p03nsiaura* pe .M w se, tt, xilwa+e me^ wanes rawaantartwM+ dt. rae,ffu t rrr ,ata TwzRt ,aae t «r..xi tet to x+, ,ram. r<.r.rml nmilxm d'1eI ,,;,-,;#.,a:. ,.?»; .ur.,._r ,,. µurtw..r. >o-: 4451 St. tj[ie NA rackR„eu t,w,.r..eg«dqw ryeue•, ,eF . • pt, igAilOihAikouf huz e 4rtkaurticmhu lil Pf_&epwdntYun u#tFirdcrumeat-iaanrfurut,. pmh 4nnd nakam iPc «•mea pe roi ziac54 AI Raaf lrussec dnthoayl.lamhutlf. PVol'.Pierre, H 3494E E_ I RCDRKL F-L11 Floor l Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 1Qly Ply 1 IRYAN HOMES / DORAL 2 Job Reference Coptional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc I D:tdgFlivlEVYsgU3b_ jPYJ3cyu E5n-KZU4BmA18u3JX8G N b_ I 2-6-0 { 1_ 1-3-0- -- 1 1.5x4 It 3x4 - 1.5x4 11 3x4 --= 3 4 5 6 A0005788 I- t-3-0 _ 1 '-P Dead Load Deb. = 1/16 in 3x3 11 5x6 -= 7 8 3x4 U6 -- 1.5x4 11 3x4 :. 4x6 LOADING (psf) SPACING- 2-0-0 CSL TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 TCDL 10.0 Lumber DOL 1.00 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.58 BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except` T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 856/0-3-8 (min. 0-1-8) 14 = 856/0-7-4 (min. 0-1-8) Max Grav 8 - 856(LC 1) 14 = 856(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2641/0, 5-6=-2641/0, 6-7=-918/0, 7-8=-919/0 BOTCHORD 13-14=0/1550, 12-13=0/2641, 11-12=0/2641, 10-11=0/2093 WEBS 8-10=0/1219, 2-14=-1714/0, 2-13=0/1071, 6-1 0=-1 298/0, 3-13=-338/0, 6-11=0/899, 4-13=-508/128, 5-11=-458/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 15-9-0 DEFL. in (loc) 1/defl L/d Vert(LL) 0.3212-13 593 360 Vert(CT) 0.4112-13 460 240 Horz(CT) 0.04 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 10%F, 10%E 1 fatty-!Ms<tYMM{Ny traits l'u'i l Ul Il.,ad 'iF.tfYi S(1Vk: ($xS d C:ntstiCp f SiJk xT ! kfrlC4;i4>MEn" laz lank fruit laln.NMt fN IxM s-Nd<e tka l ets•, 1e p Mn,yi(C'; tfe tM naM.t 1 t44M? f e lffa^xe 4cu ieae ne. Ao't:Os f•rst 004 f' 1, IN ntr Ma(s aflsa MI+MtyNlaNs 761 N,NN. it t P ! Itga Is S .an. `.refs« f Mxa!tUd epsn t x,lnatNlMNxIltsutNey y..gmdwrro MI { Kllet+ I trrlNanelDpxb+Neetx,i 'Mps.ysnufpx tMR-):anMa.tfnNtfR An,fmry T. Taomtio 711, E. N dfn S •laigyiSlM W t.ma;x7 mfry ,e.marNsSeaf:fkFab 1UeIgM aaa: InNNIM as4:MfeMlaa!«nae 1 e[xl 'MylttatM G6nNtnhflt NNe ts. tayWkfy. a:y fnlfNxtaskrtn nM-.k2 retl.lu4,imN d 80083 On Fw t=18ts f11( 1tbr 1',— r.. . ba 101t NIMyM sMplNrtc Uwbll/,AI COnINtU NrtJiTl n4RM UllfN-Iuq tl W/llil at:d ,t8M MM1Yl g!19a,11:-I phhH4Av'tilF Jai,tS tR: SuktCBtl ft.Ibti{keF ei.t: +.:IJIMH FAOer:S Walff tM M4:i tdxs,nu lNbNkrs:ntrog lgeN.put.rwykNl lams,MavW. [klMt; fx:fya,yMa', 7, laNnp 4fs.M<ftt „i'i_m .gnkrt m{toddy dli fMffi1MY+sat St ltYmNlx iFl.i. 4,( ioice. Fie 3494rarttooree. F!_ 34446 opplkM(rl2016A-Ikooll sses Aolhonyl.lomhollhPJ. Reprodonionof11A,, koatepl,toany fmw,rcpmh,baed.4haauhtaafeftpefw,uiooboon A-1110.11a,et- Anthony 1.lowho111,Ff. ttuaa f 1russ type uty 'ply RYAN HOMES / DORAL WRCDRKL I FL12G FLOOR GIRDER 1 A0005789 j Job Reference (oEtional) At Roof Trusses, Fort Pierce, FL 3494&,design@atlruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20 20 2018 Pagel ID:tdgFhviE VYsgU 3b-iPYJ3cyuE5n-o92SP6BNvCCAZIrZ9iOwsZcDnYrTevwWvvsi5MxMTxv 0-1-8 3x4 -- 3x6 3x6 4- LOADING (psf) ) SPACING- 2-0-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 TCDL 10.0 Lumber DOL 1.00 BC 0.49 BCLL 0.0 Rep Stress Incr NO WB 0.34 BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP 240OF 2.0E(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc; purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 - 1059/0-7-4 (min.0-1-8) 5 - 880/Mechanical Max Grav 8 - 1059(LC 1) 5 - 880(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/0 BOTCHORD 7-8=0/1204, 6-7=0/1204, 5-6=0/1204 WEBS 2-8=-1447/0, 3-5=-1447/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 3=-756 9=-757 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) -0.01 7 >999 360 MT20 244/190 Vert(CT) -0.02 7 >999 240 Horz(CT) 0,01 5 n/a n/a Weight: 24 lb FT = 10%F, 10%E ft n P'vafe ii>!trvyN :r+nr 9e%;1 }i llxt ::=.A 'AIM i4qk 4+IP yh .Gr'vM;'4U'!i t rsGB iQGv-tl"n . to nt n ra'eaw:we"au+es€e4<.tr benp 6ea,q,iAH_:af zti txt*»rf St>M&t,te<aeetittffsMe R. >3k:r at+e +,. asfe6 . rl xNt 1474 Flee toiY ,,o*;te `cnk au S I "t=w axon;, ye M"r axAen; e Q0 .ry -A-6s rehs,waa:n sssg esKesa<m h+st lexya Anr;rrylr # nC 1n Mat, a#n!h 1 M4, usr r-rsf m+ ww. Anthnnv 1. =i1mLo iii, P.E.. xisaeouPo l kW'?e P*> dpe .w Ne !# weF-Aq pm tF teceM 4ri tk Rna 9e xcai tx lai'+fe s+t+i, ik rkH Ada %s 4%`eM mr tWt dell "raNx#'wasptkaay W' d T g(081 n tMnPagec wa to Aq Mk t a M+ 6A wf'ie p f p.am a tmM 4 taaea 4.+ i. efnsrew.+ i pr.ekt 4 H ere thk Snnx f N xae; : y fM+ iq 4eMtt, ltr r,e sgA e, M farzs el2e -e„ Qr,.p!m .ss,ttsya:age«z nt +. MmAn-sx ao-< <v 4441 5(. Lucie Elvd- ed-.tldrMlSt,caNx<grxtF ryce en ,e§hrgmUe; a'4+r.; Dr ge.epasc .ai'. be 4"iNy M.xrt,.n S.sMn.:tettelmb<ikry. F',ydl p ei esie wt e,H . ap !iyhl Z' 2016 A i Rea[ lm et Arthany E_ Iemh 111-F 2, tnpwdoti an o9 idis Acramcnt is cap to w s p ahi2ittd r<+thaul the wi tee pe minian item A-1606 na Anthony 1. N. ill. P-F. For 34 46 Job ITruss Truss Type Qty Ply RYANHOMES/DORAL WRCDRKL IFL13G Floor Girder 1 1 A0005790 Al Roof Trusses, Fort Pierce, FL 34946, des n altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Novb Reference017 MiTe Indus) Ig @(k Industries, Inc. Fri Apr 27 16:20:21 2018 Page ID:tdgFhvjE VYsgU3b_ jPYJ3cyuE5n-HLcgcSC?gVK 1 BSQmiPX9Pn9QIy5pN Fuf7ZbHepzMTx 0-1-8 11-3-0 I I 1-5-12_ I i 1 5-12 i Dead Load Dell. = 1/8 in 1.5x4 II 1.5x4 II 1.5x4 -=: 3x8 - 1.5x4 II 3x4 - 1.5x4 II 3x4 3x6 FP 4gI10 3x3 II 3x4 (i 1.5x4 II 0 1 2 3 4 5 6 7 8 X 10 11 12 9 62 2 J Ir l` 21 ttt , 20-s 19 18 17 16 15 13 3x6 3x8 3x3 - 3x12 MT20HS FP:=-- 400 - 3x3 - 1.5x4 II 3x8 1 19-10-8 22-10-0 I. 1$-7-4 1 3 4 2 11 $ Plat e Offsets (X YL- [1:Edge,0-0-12] [6:0-1-8,Edgej, [15:0-3-0,Edge], [21 0-1-8,0-0-12j LOADING (psf) SPACING- 2-0 0 CSI. I DEFL. in (loc) 1/defi L/d i PLATES GRIP TGLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.29 17-18 761 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0A0 17-18 550 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.08 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight 119 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(Flat) BOT CHORD 2x4 SP M 30(Nat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 14 = 2493/0-3-8 (min.0-1-8) 20 = 1035/0-7-4 (min.0-1-8) Max Grav 14 = 2493(LC 1) 20 - 1077(LC 13) FORCES. (lb) Max. Comp.(Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3422/0, 34=-3422/0, 4-5=-4341/0, 5-6=-4341/0, 6-7=-3875/0, 7-8=-3875/0, 8-9=-3875/0, 9-10=-559/1216, 10-23=-559/1216, 11-23=-559/1216 BOT CHORD 19-20=0/2016, 18-19=0/4177, 17-18=0/4341, 16-17=0/4341, 15-16=0/4341, 14-15=0/2708 WEBS 10-14=-348/0, 2-20=-2228/0, 9-14=-3706/0, 2-19=011555, 9-15=0/1389, 3-19=- 256/0, 7-15=-318/0, 4-19=-835/0, 6-15=- 824/56, 4-18=-167/593, 5-18=- 280/56, 11-14=-1217/422 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 860 lb down at 15-11-4, and 254 lb down at 20-3-4, and 150 lb down and 317 lb up at 22-3-4 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate increase=1.00 Uniform Loads ( pif) Vert: 13- 20=-10, 1-12=-100 Concentrated Loads ( lb) Vert: 9=- 780(F) 23=-174(6) 24=-90(B) we.q- Nuf—w!,,.a.Ne V kW FI'5Ss'ytMr& 6EA:bt; (FINS H'Mitilr#Y (1t1=3M 3t-1 ,i{AI'1;xfn1`Ixx. iartr Nup ya.mera: aM rrN.9', n N;l",S) f) ..,4A0:. IN tree., i lie.! rt. Adawe 4a .ere e mx wu6 ot—", 100 n ee Ikfti;mrau l+e uak :N ix eetlon w Ntl. ty B gyp` r a SwiNle lrgtm.?!uNxas lRD rparauseaum. NeriNulaa ry ieasiwsWt 14 prN;.O (q,r4t,il1 WI NltIei o— ra V W y+mw:. srmee> An'fmny T. Tc)mb9 :17, D.E. mds<A Tsi s. 4. ry lathy nik t,ptv4lmdafe1 dep wi4w'+'N exa r:'nit Faif epesga•. a?te itn Nhr lR: #r E al etl,;l luaaa N, M3 tx i. le qyn. Nna DP a.l x. hdl dee irxsc rkq Amlay, a.'ap Y9NMae team .N a£!'e=1a4Y!A.d « 80083 MIR'.tt. 13r5:¢tW(..^.;r[#:pl 5,R`m'aiMiM,t11sp1 m1pNNNlI(It<PINyCrltle:=!SelUAMINRNMI(.CI.N.FMttt i%Wil(SFt'FIH%t4h(p r:s3MlItIb3M.T,"ttgs5l Fmft,htk.te`Arleti2ti lrrin,lisp,-£rpxngni.;4MAtth(kle.Mass 4451St.Lucie Blvd, r4i±.ru ( elirNH a;.Nran ggpcl qa x7mgho!'faras 0.egee}-[1eSnv.r,.,gnee+'4 A:t'sa ra MlBts+ke rt f. ,s<.} tR giNal erfareMq tell tw IN i+e e>., rf. at ldmN tx tflJ. Fait r':,,fce, Ft. 's4946 opyullhi V 2016 A -I foof I sst, Whooy 1. Combo III P_f. Repro&lioe of Au Joromem,,o o.y form, is proh,bBod clbw the written permission hum A Roof trmes Aonhony 1. fombo 111, P-f- dou I r russ 1 i russ i ype QtY jPIY ! RYAN HOMES / DORAL - WRCDRKL IFL14 Floor 6 1 A0005791 i Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:21 2018 Page 1 ID: tdgFhvjE VYsgU3b- jPYJ3cyuE5n-HLcgcSC?gVK 1 BSQmiPX9Pn9ozy6YNG_f7ZbHepzMTxu 0-1-8 1-3-0 ! 2-0-0 ! 2-0-0 Dead Load Dell. = 1/8 in 1.5x4 11 3x3 ,- 1.5x4 -- 3x6 -- 1.5x4 II 3x4 - 1.5x4 11 3x6 FP -- 1.5x4 !I 3x6 3x3 II 1 2 3 4 5 r 7 n a 1. 3x6 _ 3x8 = 3x8 MT20HS FP =- 3x3 , 1.5x4 11 3x8 3x6 Plate Offsets (X,Y)-- [1 Edge,0-0-12j, [2 0-2-8,Edgej, [9 LOADING (psf) SPACING- 2-0-0 TCLL 40,0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 i Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except" T2: 2x4 SP No.2(Flat) BOT CHORD 2x4 SP M 30(Flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 1014/0-7-4 (min.0-1-8) 11 = 1014/0-3-8 (min.0-1-8) Max Grav 17 - 1014(LC 1) 11 = 1014(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except whenshown. TOP CHORD 2-3=-3161 /0, 3-4=-3161 /0, 4-5=-3798/0, 5-6=3798/0, 6-7=-3153/0, 7-8=-3153/0, 8-9=-3153/0 BOT CHORD 16-17=0/1887, 15-16=0/3768, 14-15=0/3768, 13-14=0/3798, 12-13=0/3798, 11-12=0/1925 WEBS 2-17=-2086/0, 2-16=0/1409, 4-16=-671/0, 4-14=-258/449, 9-11=-2119/0, 9-12=0/1358, 8-12 =-254/52, 6-12=-972/0 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard i-rs,u-u-1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.62 Vert(LL) 0.3314-16 677 360 MT20 244/190 BC 0.82 Vert(CT) 0.4514-16 494 240 MT20HS 187/143 WB 0.67 Horz(CT) 0.07 11 n/a n/a Matrix-S i Weight: 94 lb FT = 10%F, 10%E Puary tinu NwrryM}ir+n"IS'F i,t R,ti:S,a(itEr; 6ECrkagtlASb(`+T.1trd}C#}IJMi lLI lsft!ki.B;rtA'tn.. te fxnpl am,W<e a ies xtgcioxs:5<ae Aa„q,R tM Ae d ilnp! lx1a ^.fE fdxn e ie;ae nr UNss: eRr.nr aatNrorie 104.;rr INt . aw.tu kik ##'a 1 h Re na tr # etl4. t: < Bt p ¢MN ; tli rive. ; Y ttN ro n* fiR+M' ea as tta.e A M pdns ud rate M srMuhim t Ik 1 ; g*. r' ne V ! 10. N rte t9t1 We +Mtt !.I @a a n pre: kl<p :uanw.. s.Aq 6^t ;y e4.,i-., FwNNe aerie, mim.a^«3. x+ v scfle.<aE ge:rwk+uaoo-ai dtN Qk 1N a laK AM . a&q k:A gef t x'e ra,ac+1.nd An h;rny T, lo aLo ai, f:. t` M* .a »e'xrt dhr lY a i+ ut nxN 4 4: s:N at fk.l. :l<yitar ....riflam al &k e ail ^J $QQ 3iME+J i'tER ut C3R'kY Eirtsa4 t'ta'e Rt /UD ia11k t4 te 4Jl4Alk dilgy Cewtt nl4Am le+t0en KS!'pN k!P tfi NAf1 +drR Yhl iex ti quJa. iriQNq;2:rs(lUlznl 66: 5evtte'C. I.ss lN.i{a^I emz ln;S;Ag#u rfe .; MdmN.T"a n'.es: rtw*ne k#uttlr a, ,ere rAeel ape vamp Li Rltm,es wreirH. IM tns:x.+m,q seen>!?li'a kufM1t e.aan r Ir...i+.ex .yexere 7a.IAq {I`tp dew Win: ue mitlaNnft41. 4451 5t, R Blvd, tart D=erce, EE 34946 Capynthl(0761G Ad ioef laisses-.Fmhortp 1. t¢m6o III: P.l. R¢pro4naiun¢f tdisloamro6io aatlorp,is progihiitd wlthaut the vrineepxmrssiaa hom Ml Reol itestiot-An AaarLtrtatEo lA, P.t. A0005792 2 2018 Paae 1 Job Truss WRCDRI FL15 At Roof Trusses. Fort Pierce. FL 11 0-1-8 Ht 260 I 3x8 -_ 2 DORAL Floor 6 1 Job Reference (optional) truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri A ID:tdgFhviEVYsgU3bJPYJ3cyuE5n-IYACgnCdRpSuob_yG720y. 1 1-3-0 II 2-5-0 11 1-3 0 I 1.5x4 11 3x4 =-- 1.5x4 11 3 4 5 1.5x4 11 3x4 --- 3x6 FP- 6 7 8 3x6 -- 3x12 MT20HS FP 3x4 3x4=-- 3x8 ---= 3x6 3x10 Plate Offsets (? LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 Q SPACING- 2-0-0 CSI. Plate Grip DOL 1.00 TC 0.74 Lumber DOL 1.00 BC 0.87 Rep Stress Incr YES WB 0.80 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except" T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1133/0-3-8 (min. 0-1-8) 18 - 1133/0-7-4 (min.0-1-8) Max Grav 12 - 1133(LC 1) 18 - 1133(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3662/0, 34=-3662/0, 4-5=-4777/0, 5-6=-4777/0, 6-7=-4777/0, 7-8=4777/0, 8-9=-3689/0, 9-10=-3689/0 BOTCHORD 17-18=012135, 16-17=0/4527, 15-16=0/4527, 14-15=0/4777, 13-14=0/4545, 12-13=012181 WEBS 10-12=-2401/0, 2-18=-2360/0, 10-13=0/1668, 2-17=0/1689, 9-13=-254/0, 3-17=259/0, 8-13=-946/0, 4-17=-957/0, 8-14=-118/718, 4-15=-105/738, 5-15=-396/22, 6-14=-384/30 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. DEFL. in (loc) I/deft L/d Vert(LL) 0.4113-14 602 360 Vert(CT) 0.5614-15 438 240 Horz(CT) 0.09 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 103 lb FT = 10%F, 10%E h°uq past 5a (., ueNe`It3G`fii<SiS{daEr'c&`titpe itFNF2CtCtpfLtl('t?t3K d.t,locti-,;xEa"tans iad;M;ip pataunsraf eY+anamsh.vk pd aup [W`, aat iNWq tcdp. rE. tefHtua9zn z,'+r arf UkS;Xa,.m<aadMMe ihB. Matee ate:urpn td'se zfMroe lxl ps x'N+p. ps aNa gtpa p tit. Etpetn; At udMa.tQ@,p eac rt x:}m:e l anpeHssuwl h4 a eyasr4larvMiFs {:urt+ta e t. tnNahe rW ial, .ara l??.i pa kx nswpm pt6xt,ptaaH:. snMi4+ Anthony T. Tmbo:H, P.E. 9 uAa,sf .ml,fyitlNuspinprimdfk9 M pise t'a.ktpa,iupaiNt}4pvp:+=aik.utttgMM;..ar3:rlHeN(MtmNag ka;tx.i leepp d4e:0@tatMeh trtlpa: vs. pgpwt»q,a pe Mim xakxap ad:rt u. •pat a.tl a $0083 MrwW+g3ese x4(ce Mu p! a4aa.tAt IQO al ik Mx ,aSpINh NM pxipq tEq..aatt fatn lra rtm xUp H pttw('N WUfp xE+A! xt.'n pan plau ilUq;nas l+e,pnstiros w4ans+'aelx.tknprc a*xs ksips?apttn Ap in„MgpAa,a nrcv; dvau Idw!6e aana 1p1N+p xwrnxp It dt prxz eeJre!Ik [ess xs,p,'gneu :r R'!4 pitYA1 fl x1., .r+ea qn+a t.wi axid pt spa. u.tY sc aen knaet u!p 1. 44$1 St. Luc3494rootPierce- , Fl- FL 349 6 apYi€thi (C17610 q-Itoefitants- Anpioayl.t040111,1"l. Reproduaiopoflh'slomment, m ant larm,a prohibited aitho tthe-R P pewwoa hom A Ito.f4w,-Whaart.lnmh M,N, WRCDRKL I FL16GE Al -Roof Trusses, Fort Pierce, FL 349, 0III11-8 Floor Supported Gable truss,corn Run: 8.126 s Nol I U3 1, 4 5 6 ST1 ST1 ST1 ST1 VY2 ST1 B 36 35 34 33 32 31 30 3x6 FP U3 Qty Ply RYAN HOMES / DORAL iJob Reference (optional) 17 Print: 8.120 s Nov 12 2017 MiTek Industries, I _ nc 7 8 9 10 I j I T ST1 ST1 ST1 ST1 29 28 27 26 201- 11-0 20- 11-0 3X3 U6 FP 11 12 13 14 ST1 ST1 W STI 25 24 23 30 A0005793 I , 1 12 2018 Pacie 1 0111- 8 15 16 17 18 J2 11 ST1 ST1 ST1 n 22 21 20 19 PlateOffsets( X,Y)-- [I:Edge,0-0-1 21, [37:0-1-8,0-0--1-2]1139:0-1-81,0-0-121 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.08 Veri(I-L) n/a n/a 999 MT20 244/190 TCDL 10. 0 j Lumber DOL 1.00 BC 0,01 Vert(CT) n/a - n/a 999 BCLL 0. 0 Rep Stress Incr YES WS 0.03 Horz(CT) 0.00 19 n/a n/a BCDL 5. 0 Code FBC2017ITP12014 Matrix-S Weight: 95 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 1\10.2(flat) WEBS 2x4 SP No,3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc; purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-11 -0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) Max. Comp./ Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE( S) Standard 0, " 0. i19 Vol— Anthonv T. T cmto It P.F. 4451St I A -ulie [J, d Eq— 0 4 411*'A 1, f00 Iwl'" pt AV'0 opy"giti Z- 71116 A t R0.1 1, A"th— T I-b III, f t' I'P'06aw 0i lki' dm—t A ny fol. c, poklad xAnl Mo —11,0 P" —'-' 1— A I R.01 Imm hth"y I 14.bo III P I, zt i WRCDRKL I HJ5 I Diagonal Hip Girder 12 A0005794 design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:23 2018 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-hwlzFTEty0ic2v8LOX4s1 PnsR9AXanC5gXgxF9zMTxr 1-5-0 7-0-2 3x4 7-0-2 7-0-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 4-7 691 360 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 4-7 326 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.16 4-7 528 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ __ __ - ] REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 386/0-4-9 (min. 0-1-8) 4 = 101/Mechanical Max Horz 2 = 129(LC 4) Max Uplift 3 = 118(LC 8) 2 = 199(LC 4) 4 - 4(LC 8) Max Grav 3 = 183(LC 1) 2 = 386(LC 1) 4 - 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-275/185 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25f; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 3, 199 lb uplift at joint 2 and 4 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 51 lb up at 4-2-8, and 41 lb down and 47 lb up at 4-2-8 on top chord, and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 1-4-9, and 14 lb down and 18 lb up at 4-2-8, and 14 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-0(B) 9=-7(F=-3, B=-3) 10=-22(F=-9, 6=-14) Dead Load Deft. = 1 /8 in PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% 14w" M." 1ko4d.renex IN't. lac, ll!.*5VIfr't AV 4, IE19i 0. (N17W(9Si3x kx.I,A,FIIA'.E.eMW Ip.. 4A 3aup rpeudas WteA ml¢s niks!<-),9 rdta.,4 tlCT: ne lAarl I"t:., t L ldaexr%,W-ets 90es104 U Ik IN sa r tkter tmecnr pu ,4 aN, to J)D N k del. 41, 1-Owl, p.er t..S-0,fw-;:.rou0 Hrn l08 -p- d to ll:Nrsslad ul-MNgNo*1d,*tu1r, al roe:up Ni; Nr IN salt. Wn M I.'4 Nsp ns #- Iol.tN;aamN!. vnN9m An -horsy T. TomLa ice, P.E. al.se d'wirF `F^m?twi6ae isl saa lla{dC+R.u.tt+R ui;e: e aH e eA folk 4wf/iu @<tlpe nh;Mrn qtu lt..»t+S sN pe br v k. aa.M ra f?4d. le g7rrE dlx :RA ail a. hill ON,':nse,+I Nce Rsd y.w,p rdlidMaae kvax rot ;b0 « 80083 IW hnasA? evpe ae [nnMr. 9i'. x ar,a n 1{At wl fa paaaesa9 prl9 sdneF Iaq toa/4am;11pi lut'n6.a pSl pN sk3at §aa1.1[3 ua dpuo 'a pndy'«t7w tt Ip'Im, to <. sk,um ad a+.s Ylrl.rs: (kn 1 .t esaa:p spun p4tmiktMt p. wax 4451 St. Lucie Blvd. aSe+Iu ldiceaGs`,mro apeedauax rtmq It ill la es w.urei tAs fr.a :,FaI„,xalslCt eta tnl2rgacxl.r., <.nsn+xeraal a.Rbq {IIcroNati apt ptnklaN is ill 1. Fort Piece, FL 34946 Caprrithi 49261d p-I Rael busses-hnibonl4-lomba t€€. P.f. Rap+odunian of this doeument,in.ay lorm,it prohibited without Ma written permisuaa ham klRooRms;esAathonr 1. tomb. ill, P.E. Job Truss Truss Type WRCDRKL HJ5P Diagonal Hip Girder At Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Ru 1-5-0 1-5-0 2x4 Ply I RYAN HOMES / DORAL A0005795 2 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:24 2018 ID:tdgFhviEVYsgU3bJPYJ3cyuE5n-hwlzFTEtyQic2v8LOX4s1 Pnuh9CpanC5gXgxl LOADING (psf) SPACING- 2110 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.15 4-9 555 360 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.16 4-9 523 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required Icrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 166/Mechanical 4 - 76/Mechanical 2 = 337/0-4-4 (min.0-1-8) Max Horz 2 - 116(LC 4) Max Uplift 3 = 106(LC 8) 4 = 66(LC 4) 2 = 224(LC 4) Max Grav 3 = 166(LC 1) 4 - 115(LC 3) 2 = 337(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-9=-325/237 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 3, 66 Ib uplift at joint 4 and 224 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 37 lb up at 4-2-8, and 33 lb down and 37 lb up at 4-2-8 on top chord, and 51 lb down and 47 lb up at 1 A-9, 51 lb down and 47 lb up at 1-4-9, and 12 Ib down and 38 lb up at 4-2-8, and 12 lb down and 38 Ib up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=67(F=33, B=33) 12=-5(F=-3, B=-3) Dead Load Deg. = 1/16 in PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% aagHene lla+gN,t;rt}rik AlluC n. xis"ifilft F6E&tk t:kNSS("a;Ail..atCp i A;,4f,1,.,}NCk,M<EXF'Ixz-t<-ttpitsi t{wtale,s tN e>/tM:nt3ri et; 3ts r )anq;fC;tp tN A.Mutl tes ,tl Mnerct Am!at.-. Jdet: t}e ,se nMNrotlt l p, etsp ktlf rurrxk ,}al'..a :e16rM1hRmk dl.t n 0 y }per« s klgii}aay..'M N tn:NQr«ttx c-exa;edn N}instxdto keetpuFNri.mf teL 'aawwdrlCK, M Mn!?t-1. &< lxtsnMn tu.ap. nw.staNrg^! An*honyT TCmho:ll, s,E. M ed'e,tr}t a miulliaq,ttk / luartfneP t.ak0 tt .}an katefitrisln7MwDe ynt•:aitr;m ttii IY.'st L;s/k ktsM a ,-:Meadrysl :kepat ett VtlA N.!n.Itll tfa r:t..dq}xl.:q.tnrgt tHlth ekr».o }tC s^z.esrMc} ntl ' Iltr +xi at4jkCer'}Ca Ff ttt eCKax IQD tN I}trxl,m, a4yxa4 }t tflk Naary (qqc MfNdf lri}'an t(A NN.SArEnrq MU(,t elex Sri gttt}}a+aa $0083Itlkettt'}t'et}fnt}.iats MSk9}sfY,7t.ku{terins k..Ppank Sfrv, Y,aMN+ft aks= tte Rke NlitteN¢.}aut}ttt+tnw r.trtiq kdl iaets iertrea. t#tlt.xG+a.rykeet3s+Glum fa; yesgan.nl}.s <.ts.na .rynaui r Nday Klf [tY n<z^a. Kt as ftF}d is fll! .45I $t. Lucie Blvd, ZE Fort;Yoce, FL 34946 ap}tigM 1GI6 A -I hoer losses-Aathoay l.lomba 111 P.E. Fapmdurliaa o(lkis dommea4 to *fly twat, it prohibited without the ktinea pum8siaa heat Al Rao(lrmses AnthooyL1ow6o 1p, P.1. Job Truss Truss Type WRCDRKL HP Diagonal Hip Girder Al Roof Trusses. FortPierce. FL 34946. desianO_aItruss.com Ru RYAN HOMES / DORAL 4 A0005796 I 1 j Job Reference (optional) __j 2 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:25 2018 Page 1 I D:tdgFhviE VYsgU3b_jPYJ3cyuE5n-96sLSpF-VikgTf3jXxFc5ZdK4eZVtJ55F2BZUnazMTxq 9- 10-t 5- 3-11 Dead Load Defl. = 1/16 in 2x4 `-: 1.5x4 I 5 4- 6-5 9-10-1 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.05 6-7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 902 240 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.02 5 n/a n/a BCDL 10,0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 6-7 999 240 Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 4 = 165/Mechanical 2 - 546/0-4-9 (min. 0-1-8) 5 - 346/Mechanical Max Horz 2 - 169(LC 4) Max Uplift 4 = 119(LC 4) 2 - 255(LC 4) 5 - 102(LC 8) Max Grav 4 165(LC 1) 2 = 546(LC 1) 5 = 346(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 9=-326/92, 9-11=-1103/370, 3- 11=-1047/371 BOT CHORD 8- 10=-143/288, 10-13=-463/1047, 13- 14=-463/1047, 7-14=-463/1047, 7- 15=-463/1047, 6-15=-463/1047 WEBS 3- 7=0/289, 3-6=-1085/480, 2-8=-348/200, 8- 9=-312/88, 2-10=-142/283 NOTES- 1) Wind: ASCE 7-10; Volt=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1-60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 4, 255 lb uplift at joint 2 and 102 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 51 lb up at 4-2-8, 41 lb down and 47 lb up at 4-2-8, and 72 lb down and 100 lb up at 7-0-7, and 71 Ib down and 98 lb up at 7-0-7 on top chord, and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 1-4-9, 14 lb down and 18 lb up at 4-2-8, 14 lb down at 4-2-8, and 39 lb down and 25 lb up at 7-0-7, and 36 lb down at 7-0-7 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 11=-O(B) 12=-86(F=-42, B=-44) 13=-7(F=-3, B=- 3) 14=-22(F=-9, B=-14) 15=-75(F=-36, B=-39) aaq rfuutlaerydr lei!"tk it lJt tib'iSiS'iFS[ri cnzo, ifw d(-12411Civjpu44, kup rN,aelm,MiM aki platie li a.1ar"iy;iDG.,u tN Adlnrl T'oz+r[. Id— Rersa."m Ida: K6:nu g0tito eIDO. ur Mrt«,ra:+ erra M: n!rertD9 t,6,44. 4+ .s4es p f,pee< Sx.kn f,mxa; udumlDk,p ed ue.en eNiiepdxaad q"es'ry e,}w.ulilm iqMsg3 z`Uesapet siK,•Mxhe iW ak, !Nn ifi-i kress,nW,n ip i'imx. naNiN!t Anthony T. Tb);nba 711, P. E. aJ ed' roti b I lim t 6 rye 6W dI1 l 11,N.","ftr" t d?.le:' W Wit"kNgos ."II:m A Nli( 11 Vni iit Wo pads wae ua ix-i1,apa,t dh, VW u. i kd NtI"- m4"imwnt'otw idi ,p MaiM 3 ,.. W" .riw a:nd „. 80083 WI"4.Z ry . iw^M A ..S,a.tQxlap flxtIM"»lpaid N dD,1164t.'JoW.1.fnKVp0c' ITIn+M40uerrlaetAn GP4.,TV10,*!!ktspat,.w.411i.5k' 111r,'r.,Im.lttgt!1;o—*N,MdtdM.b.,.ass 4451St, LilrjeBlvd. i'AP rni ldi+Nh,.vFed tyeN AH, ,xmUiy li di ra et ixv,ef r,e ln; rr..m.xpeeer-s Ai `:x taH al3esgae ,[,.z <.nsa. Muaai a.d8y IIt, xN'e ar ai s+i+DaNntlrL FoO 'etce, FL 34946 CDpixigAi * 9016 A Real lrassts-drtihdny 1. tombs III F_L RdpwaaRioa of iRFs lore, is pro6l6iied w116oat iht.ruueo parmrnioa fmm AI tcol ltuues- Fnthortr, L [omta III, R-f_ Job Tru WRCDRKL J5 Al Roof Trusses, Fort Truss Type Jack -Open 1truss.com Run 8.120 s 2 1 1 12 2017 Print: 8.120 s Nov ID:tdgFhvjEVYsgU3b_jF 5-0-0- 5-0-0 YAN HOMES / DORAL A00O5797 b Reference (optional) 12 2017 MiTek Industries, Inc. Fri Apr 27 16:26:26 2018 F+age 1 YJ3cyu E5n-dJPjf9F8U2yKHDIjVy7K6gslwzwp2hiOHrJ2JOzMTxF i 2x4 `- 5-0-0 5-0-0 f LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d TCLL 20D Plate Grip DOL L25 TC OAl Vert(LL) 0.03 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 2 = 264/0-3-8 (min.0-1-8) 4 - 64/Mechanical Max Horz 2 - 1151LC 12) Max Uplift 3 - 90(LC 12) 2 - 80(LC 12) Max Grav 3 = 127(LC 1) 2 - 264(LC 1) 4 - 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-191/267, 6-7=-102/313 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 10% akaq ltnte M.rryN, +re. xa'. `I,,G RKtES"U'tr,041, RIK 1, c"Itp1i_M (J51PN "'tt-t E,tt;,f„ 4fti`INx. te= kup gNwNnt titfeel utn•N,!,,,0t15,),.wgJWyetN 3NF»gt iwaxs,.. t E[Newt 4tc ss+en ce iNeY: NM<.,ct nNN m It 160 a7 d--l"5 1f14>:N hr tk t)@qk dl t ? I &vp 4g¢er, :? _O,,i,gxex.'I+ NA. ay lWop" e'. eans.r ON wltgx •gatlaulAA,Y ne fesgc xi 14 ;111, N, itlN .*TK it,.+, i±f.! '!et g vs aN ro, dAA N"w."*gt,, An'ft: tt y T. T^(T'ii;t., I.E. t uNas`:arsf I.fMt:ik elnvMm.d3a Qxa. rtr a3eNr Me4 ON f+ti" e?k;rk 01. IM 1, Val* a t.,E,j tit W 141-0Nti rtx A it, 10.4 NM :W, ",I,t4, MIN 1kua xN M;r. ,g tti nN 8006,3tfaxleayv. xa (rn-xro S; cea cx artaf IWI p.x xt }vf in Nttrt t.Upt (xagztsN i6mizarnEfrq U MN M;v ad ti N. dnex 4e pani }+itrat it tnax; 6x rt.gat r, rte a; ,rw,isNR Irn knper ,le.p upxro aeatsesaN^eer aia rksnse iN ui h s;cf .1 .)"A NI l M4 it Nf WAt -1 tit tns, ITT tx k.f.11ks*0 x Nls Tit ma!V,. ' mif . ,4 Ali N Ws,A 1, ut ,x 14.0"ill 1 4451 M. 1t nQ riiivd. oPydghl C12UI6 A ROO 1,"SIts - Wholly 1,1.40 ;it P.f. RIP, fto ¢ioa of lhn li mmm"ll coy br."s R ok,bilad .t1hounht .,",A FewsIt. hom A Roof ltessu - Amhony I lombo III, P_f. rot( ? erce, it 34946 Job Truss Truss Type Oty Ply RYAN HOMES ! DORAL WRCDRKL J5P Jack -Open 3 A0005798 Job Reference (optional) j a a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:2.6 2018 Page 1 ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-dJPjf9F8U2yKHDlj Vy7K6gsl Nzv92hiOHrJ2JOzMTxp 1-0-0 5-0-0 1 - 1-00 4 500 1 20 -9 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 10.0 Lumber DOL 1.25 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code F6C2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, m accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 119/Mechanical 4 = 56/Mechanical 2 - 280/0-3-0 (min.0-1-8) Max Horz 2 = 104(LC 12) Max Uplift 3 - 76(LC 12) 4 = 49(LC 9) 2 = 144(LC 8) Max Grav 3 - 119(LC 1) 4 = 85(LC 3) 2 = 280(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteriar(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. l4vil] DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.09 4-9 >670 360 MT20 244/190 Vert(CT) 0.08 4-9 >785 240 Horz(CT) -0.01 3 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 3, 49 lb uplift at joint 4 and 144 lb uplift at joint 2. LOAD CASE(S) Standard Weight: 17 lb FT = 10% Aceq-flare xl4r eu a lkz tJC 4"iiaE1 dkt,IXlti"`nGitvttf7s7;15 Nn.t.,.,A1'VJfiME1Tlu @=Pn Bupla.adees axru srv..#.}^§wn y itSy alNiplaei iMAWrt. Idxx+nr9tt'zeasne odex N4A.rce g9NaNlaR. mif Maln:.ear'ar lra IRS ulNNii@In4edd. I:t Oesp egNn t Sroae¢anria,masedaa.looeflesetlskateN rtedptrtiifaM e.a+z-ry"4.44ae Y ksN F 0 tepci.0,1,4 NUah+bnlfl.l`4 kvpnsrrtp as Nfa):aaMe."Awk, Anrh')i`y T. Tembo; :11,.E. a4 edvici SmlaMieq;sl4<rla iknnlflkJe.n+Oaisc+ie Mva+1al41.xgn¢o pea•a tal dNiR:1rSa/NMtNd>iapNeaalfl{lealpeedru'hpsalmlKN AN'. is. iebe AcM•y."'4' Nfmna/4Kry,rd:: rx y;avrawd : 80083 rock+# yrtoesprt al l,RnMr aE as eesaN lOP dNryaneer.wl Yd la aNpxikq eo¢yxea ikert lr d a,r sw r fl x4uAe e-e naa, p. axn , lr10s ;a, r,rr++r.;a<,aria,-,ran.l ti o am+l+s rsr +,p.,m a+r n.,, a„anc sr +;> 445' S(, Woe Blvd, etrc< iy 1MNN ter`.a4alry eel mur xrnar lr tli rx.0 e.rsirct. f1e &nr is>. pant It to in'ial8zx mtr> ,snx c+plracat wanq Akei to rv'.:rs ne a K.4+ +:V[ Fott ,ocp-, FL 34946 w ( oppghl( 1QIEA-Itoothossez-Anthony 1. tambo llf, R.F. Rrpmdnitioa ohkis doronam,ia aap form, is ptohibilad wuhem tA<rritten Famisslea hum A-i &oo(Ivnstes-Anthony 1. lumtn ffl, p.I. Job iTruss Truss Type WRCDRKL J7 Jack -Open IN RYAN HOMES / A0O05799 I f j Job Reference design@altrtiss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiT( ID: tdgFhvjE VYsgU3bJPYJ3cyu E5n-5Vz5 I _ 1-0-0 i._ 7-0-0 1-0-0 7-0 0 U4 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. ( lb/size) 3 = 183/Mechanical 2 - 342/0-3-8 (min.0-1-8) 4 = 91/Mechanical Max Harz 2 - 156(LC 12) Max Uplift 3 - 129(LC 12) 2 = 99(LC 12) Max Grav 3 - 183(LC 1) 2 - 342(LC 1) 4 = 128(LC 3) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2- 5=-242/316, 6-7=-179/540 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; EncL, GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Inc. Fri Apr Dead Load Defl. = 1/8 in 7- 0-0 CSL I DEFL, in floc) I/deft L/d PLATES GRIP TC 0.93 Vert(LL) 0.10 4-7 823 360 MT20 244/190 BC 0.75 Vert(CT) 0.24 4-7 349 240 WB 0.00 Horz(CT) 0.01 3 n/a n/a Matrix - MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2. LOAD CASE(S) Standard sxxq pxe Naxryt r+Ms ne'ct UC 4J s:l "S{ULri 5blitd, ff Wt (R11t dsti A'it ,t , .41, 4,v 3»inC ixe_ 1nM1r pup taw xr i eat eaf.N:. a rus'e4r 3ei} ke.i gtlK; ea cos Mxx; i iaN a. t E. kdmxzs 4M n e n+ Udnc ertc.ae u fe! n 1e 148. s+'i bun xanxFrh :ld:MtsNMRt 1)Q tax xl. e:e! Bas{oEr am i. Sm wit epAe ;, nt udnar tQW ep sensrox:epm:e el xepdats+nil igx..... I hs}.£tte s0' f.. 6114.e 4, U al. .ak fKI'M6pa .p-4Nry.: nn:. swa+mr An-h,,ny T. TCfbl:11, d. E. adpMi:4t+4 ts.i:u Ike ry.xN.k'x9.xne0 xt e+x' k iaMe:Ikralfuy6 p4'.tEt:exe eEtttN:'et 6;»elknxaF4;eN „.(pi ItMvendlN U9Wn.Ml1 pM xiegpeiminq,l:'e}t rtile Mxxsy e.i#tte..txukd a 80083 tM6iol fk''ee4w eq 'W' mtW tal[ F h ; s [ u Pixq [;aeni m, IagekMe ptpehWh >i M4C(Ax Bxez t p ro p3,xe it ac,w: r:esrxa ne u36usr rl,i mtxnper, n. a<, gr apse mf u, vmr.+v. K:; 4451 Yt tune Blvd. eRa.u6A x6lfa raen,aeH e6n,rt.m q i*dr pK s nce N. [k 4e. p,apx•x-, A;a Pr tx{a9 sn';smxl 5uagna+c ar aMfeq bl :4rrdh as xa ce id a6Aip 4. Fert a,erce. FL 349a5 gp" J91P>YWA1tnoftEossas hikoopt.Imboill If, Rep odaa asofi4 sdocumam,ieoellmm spEoblhded«dhcanM16ruxeopa mhsianhemA-IRuolMusses-AnthoorLtom6oIII,P-E. Job Truss Truss Type aty Ply RYANHOMESIDORAL IWRCDRKL LWG Hip Girder 1 1 A0005800 if Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:28 2018 Page 1 ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-ZhXT4rHOOfC2 W WS6d N9oBFxeNnZCWaPhk9o9OvzMTxn 9-0-0 14 0-0 1570-0 I 1-0_0 f. _ 5-0-0 - - - - -) 4-0 _0_ - f --- -- _5_0 0 ... I 1-0-0 ern Dead Load Dell. = 1/16 in U4 _. i t- -- 4 - 8- 16-3- 0_3 4-8-8 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.12 7-16 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.15 7-16 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 52 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. M i Te k-- recommends that Sjabhzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 910/0-3-0 (min. 0-1-8) 5 = 872/0-3-0 (min. 0-1-8) Max Horz 2 - 40(LC 8) Max Uplift 2 = 592(LC 4) 5 = 568(LC 5) Max Grav 2 = 910(LC 1) 5 = 872(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-12=-409/295,3-12=-1620/1094, 3-17=-1454/1040,4-17=-1454/1040, 4-15=-1601/1090,5-15=-543/371 BOT CHORD 11-13=-242/350, 8-13=-948/1441, 8-18=-960/1454, 7-18=-960/1454, 7-16=-949/1442, 14-16=-315/469 WEBS 3-8=-173/300, 4-7=-164/289, 10-11 =-309/210,12-13=-320/273, 11 -1 2=-423/285,10-13=-224/345, 5-14=-504/326, 14-15=-506/343, 5-16=-290/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 2 and 568 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb down and 209 lb up at 5-0-0, and 64 lb down and 86 lb up at 7-0-0, and 187 lb down and 209 lb up at 9-0-0 on top chord, and 103 lb down and 167 lb up at 5-0-0, and 45 lb down and 69 lb up at 7-0-0, and 103 lb down and 167 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=-140(B) 4=-140(B) 8=-84(B) 7=-84(B) 17=-59(B)18=-36(B) we:xq Nscr tlwelH.rr•eerk`511)C f1JtSiS,"iE(tEk"16EfEtd; tfkMSt(`NAiIC2 Cdf33"KYT;;itiCW'A'Xil-I., il,k,,prern"'Wre09"srwLasslr.Urvnq fC-0, wt fkr Arnim, I l"k, tfWt.,lkz.ze+.eea. UdeurRer.,u Adetnpr To air Matei:rxrnm p:Pe W. gee lrtgx im is k.dd. 4:e.. n piepare rr. rpmttr iglr«.; a!sel rr m.t. pr;mswa;rnw-e Nik palassnmteq.ur•dl rrxprultlgr Tlk lr '¢+tte seq f Nn l tle 1pD adr..Wn (?!-i ha. ;s x.rnpx ru.p rr[surrs. uediMT An-hl ny T. Tornbo ill, P.E, Srdn.ti `• a ielkgitlR yrevkinxd4k`1 nrQ ,FgM NgM1'hflet/qb iN'.a?bttWEddMlf(.At i »Iilrl de %w retx INl.lfgrlydlM'UbzUreha dRr. t, rpeiexNeg,mq RIM melee >f rtf?d'RyYeuMiRd w', 80083 tk4 a par<:pe W(ca`rr. sl kn. w,z m R< W t4 rk rm l pddmx d nrpikq tagvrm All d a.r"W* n a real h(A¢.+d ub'ep rpenr. iran--ssr.p*s =mrr a?.ksraet sx lkape i xapan.1 i..,k "1" ni,. 4451 St. Lucie Blvd. rReswisr/ dnHll¢.rUred rperA rpra vrmgkdita.rz nc reE. [Yr lnxi irr ae'.gprex s ioie Sd[Asp ar.:pn.ul,rs $cen igmmrmr aedMq al ra fd rN+ae na ee ldaeln@N' Fort P'-efCe, FL 34446 oppigM( 2CId A -I taof lrgsses-Anibanr t.lombn ill. P.E. Heproduaion off%,$ umem.ingoyform, is pohibBed wiPoegi the written pewsdoo fiom A-hooftresses- AgihoneLtombolll'I"I Job Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRKL L02 Common 2 1 40005801 1 I _J. )_Job Reference (optional) t Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:: I D: tdgFhviE VYsgU3b_jPYJ3cyuE5n-2u5sIB10nzKv8g 1 IA5g 1 kTUj4At_F 1-0-0 7-0-0 14-0-0 15-0-0 1-0-0 -- 7-0-0 _- 7-0-0 1-0-0 5.00 F12 4x6 -- L5x4 II 3 t 7-0-0 _. I 13-8-8 .. 1 -( 0 3 8 __.6-8-8 6-8-8 _..--3-8 Plate Offsets (X,Y)-_ [2 0-2-0 Edge),_[4 0 2-O,Edge) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) 0.24 6-14 712 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.19 6-14 862 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 633/0-3-0 (min.0-1-8) 4 = 60710-3-0 (min.0-1-8) Max Horz 2 = 53(LC 17) Max Uplift 2 = 341((-C 8) 4 = 328(LC 9) Max Grav 2 = 633(LC 1) 4 = 607(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-10=-203/348, 3-10=-859/1380, 3-13=-854/1373, 4-13=-307/552 BOT CHORD 9-11=-321/214, 6-11=-1121/725, 6-14=-1121/725, 12-14=-468/281 WEBS 3-6=-604/315, 8-9=-173/327, 10-11=A09/353, 9-10=-225/393, 8-11=-306/199, 4-12=-379/612, 13-14=-257/227, 12-13=-292/516, 4-14=-434/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15f; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 2 and 328 lb uplift at joint 4. LOAD CASE(S) Standard Dead Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 51 lb FT = 10% x"my-it.,,rk—'N.r,.H«I.'AIIA 11,_rS{,tiIft,VCII.I4WI CANIICnn<-md Styy,IAe,afe;xnl'W I,d,I,t'"P.I.ot, reires42des.m.I- pN."IAl",mil.ketlneytl<*4,1!Id—,I'i.a<t"r. ude's&-a:109..IDo., I NI' .At,, 14 Ob Ir d,i. k ' (M , "!.9 ..' fll em ! , m d le my 100;'Pf M or io : a N rfIt551.N 1Ay'Ff!'IFy R4n.Nknn{ 4 tte i 5 ff, 1ON "or f }:'IM Ikt TDO W, .4" R I e' p rs-roM . Qf' NGhH!. 4 mm- /{y}t11 ny 1. 1 ornb i 11, P L. W } 4111 y' ti { N.P tl. ilt ylml daft.1 d.ht . e1b (t y"tp 1'ik laN f6n {M t^e:ll 41u IK Tt.a'..I N41H k'+li£:1if MC rail Mkt RY E 4t. Wid rN hdll Intl: IOm i..W't.h.'fyf .ilm kME bN R eft .{rp(.f ya14)IMd 7e croe. aesl. r.frr :. a rt lot W1.i, 'Mpidk IIIkedon b".. 42nrram V((F.R .a"M.4 AfA.= d exeag r'p A- If;100-V e,p sx ones asG .ssV l v,isgt, I .ksp,f,r..14. U nr'.II ars 445z R. Lucie Blvd. t6nwaf4lNho-k4-ai egeH!.nr xnmy lydya+es mc!.11eb..,.xs:.rty ma;, nCl e6elay ur, µn, Lt.,gs.exa{u+ne.7 wtAo{FIIiwEr!f em. mraNiKueir RlJ- tort ?leue, FL 34446 opyvght(El 7016A-IRoof Iones-dmhoay1.tombefit, P.E. Repmduaionofthadumem„in cry form, 4p0bitedwish"tthe xrineapewwoohomklRoof Ito nes hntbonrLiamtolll,P-E. Truss Type Half Hip 0 RYAN HOMES / DORAL A0O05802 1WRCDRK1- IM2 Al Roof Trusses, Fort Pierce, FL 34946, Job Reference (optional) i ar'attruss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:30 2018 Page 1 I D:ldgFhvjEVYsgU3b_jPYJ3cyuE5n-W4fEV WJeYGSlmgcUkoBGGg 12BaL5_Uw-CTHFSnzMTxl 3-0-0 4X4 Plate Offsets (X,Y)--[2:0-0-8,0-0-5j,_[2:0-4-7,0-0-101 LOADING(ps" SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code F6C2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 542/0-8-0 (min. 0-1-8) 5 = 296/Mechanical Max Horz 2 = 61(LC 12) Max Uplift 2 - 27(LC 12) 5 = 26(LC 9) Max Grav 2 - 542(LC 1) 5 = 346(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-254/57, 3-7=-583/260 BOTCHORD 5-8=-197/435 WEBS 3-5=-493/223, 2-6=-327/241, 6-7=-265/115 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.14 Vert(LL) 0.00 8 999 360 MT20 244/190 BC 0.15 Vert(CT) 0.00 5-8 999 240 WB 0.11 Horz(CT) 0.00 5 n/a n/a Matrix -MP Wind(LL) 0.00 8 999 240 Weight: 16 lb FT = 10% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 26 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=-550 YYPt4 f`tdFti dx}defNY3.l rl} rUislsrS.:,.r•'s.ul}:Hri S..A'Ih .I i':.Jt .r Aiik'JPi'.6`-..'Sl''#4 tni17`kt:'491 Fk':ANttli bSk4NM,5`'trtS Qt}Fp kt•ra(;.C"-UARtk4}t44ri IMNi,r:.1t{R14fY>11f14 teY.. othik a4Paiu 4l Eti tm ik ly's Nir Fq, i —1. r4m sled k ,el Sv 1.S # dfl. 3: ge.>fa ye+ . See ., :apva M eE A, ?wd }'tszM4 a v'MSMm u 4r YRt . ni mp°c rw, tsNettitiM Av ffie kaq d'M csyF {xp w 'hx : w" 'M i IM M'ye es:re s:N.ce:. seNft+±+• Antha iy T. Tk(nit. II:, P L w rmi,sM Shay -a ,rcA> dree M a± ertn tN qe"r ar t: qde paM atM,w ca ne 4.M&, azth de,eaRariMe ml fll. pN disc °g at eat f edwe say aNwr lmpc ziacw ask trawl sgti Sa Ae-;tiw e^d Y hN1Hz 4451 St loc- e 61A Mc,ascl nci t eiee.r2e(5<el Ne'rc. agNeta,eSadH'k :iks,p4apa<'.k'i 6t lwlpet 6txyRH0.t,S!aito.t¢.aer dta te,lNry k;(il kl ..l ii.:.. tlt idwnlm ik,tZt for% , icr:e, Ft 34146 EePyeigki a' Lam i I tool l-"I "Ib'Ay I- Tnmhe III P.I Jou truss I cuss type Qty Ply RYAN HOMES I DORAL WRCDRKL 0 M2GE Half Hip Supported A0005803 i@altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 We k Industries, Inc. Fri Apr 27 16:20:3( ID:tdgFhvjEVYsgU3bjPYJ3cyuE5n-W4fEVWJeYGS[mqcU koBGGg 1 OLaN 3V5, 1-0-0 1-0-0 3-0-0 — 1-0-0- 1-0-0 --M-0 I I. 1-0-0 1 3-0-0 1-0-0 2-0-0 1 Plate. Offsets (XY)-- [2:0-0-8,0-0-51, [2:0-4-7,0-0-10) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.03 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 1 Code FBC2017rTP12014 Matrix-P Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 5 185/3-0-0 (min. 0-1-8) 2 148/3-0-0 (min. 0-1-8) 6 = 187/3-0-0 (min. 0-1-8) Max Hor-z 2 64(LC 12) Max Uplift 2 28(LC 12) Max Grav 5 204(LC 2) 2 148(LC 1) 6 = 203(LC 2) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=S.Opsf: h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1, 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing, 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-185, 2-5=-20 YPsp Pose. ropM ex. % A Ithon i I I omhG I r, P E, W no ,,I e .0" 4 ;— N,V, F,,— N 1,404 )-r, 0 ., h4c, k 11 0- , 7. tts 4451 ,t Llloe BIAZIt206AIBaal[ T-helll P I rt Dw,tp, K 1494, RKL IM3 Jack -Closed Qty I Ply I RYAN HOMES / DORAL A0005804 Trusses, Fort Pierce, FL 34946, design@a1truss.com L _f jJob Reference Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiT ID:tdgFhvjEVYsgU3b iPYJ3cyuE5n-_( 1-0-0 3-0-0 1p0 3_00 3-0-0I 3-p-0 I Plate Offsets (X,Y)-- [2 0-0-8,0-0-5j,[2:0-4-7,0-0-1oj LOADING(ps1) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wlnd(LL) 0 01 4-7 999 240 Weight 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. l MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 104/Mechanical 2 - 185/0-8-0 (min. 0-1-8) Max Horz 2 - 117(LC 12) Max Uplift 4 = 74(LC 12) 2 = 35(LC 12) Max Grav 4 - 126(LC 19) 2 - 185(LC 1) FORCES. (lb) Max. Comp./Max. Ten_ - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint 4 and 35 lb uplift at joint 2. LOAD CASE(S) Standard oilasap ykau gwe+¢d. tnrt* fah'41 ilC [Y„>[S `ii.[kIR 5iMN1, fltMi d ("u11 NS t4clDli % .1 ,!_iAit7',Milt tuc-1tr1 leap pe dex xd ird k=z w M; iruzs 1t: p hl.iq if141`;af rtt MIWt t leo} t, t!_ IAn.st'.}ze- tal i t Arts NAe*eiit vAN x h,f iCO. etir Will amWF01-SN4 "t. Wxl ae ...... tr llh haav:. as uNmmtpA •.psns a aswhceNahpNn:r,cel hq!aza.IryinW"trtnr?al/egn 0 N "' NIS 00,ml ah T9W, et. 1?s6, 4a"444r, Antit(iny T. Tomb.,.11, P. F, ad eNa,sl s<.Sr.n4pinrylclk t.e klmrt':w7 tlaQ.ai'ihay l+Nh fe:iklaigtgR.yra arer:e.eldMlt*.asS ado Irestxkay W—OKl 'kgt.ah 0It. DhW.7Me 0a,7"".a.1.4i=b'A:q. m:4, IIIN akt,YN.,.as+k. " 0.0 : 10083 aer ta.13.<i'rt hM (xhCflN' it r a he mn Nltt1 atlndsNx Nat tnlnq cmr«rt rim ta+. n pv. Ntl ka at>f n#.NA nz-Nil kpwpskah IrlNSHs le hspa teats n44:khs Nl. Lss Benpd,I ns xiaxe awi ken noah^+e ohs 4451 St. Lucie Blvd. eJeaulNuHk. e'ae at tgeM. av,ugiTdgN hs un..,hl.[helaeuas..q mr„at=fs SnNhl.npn.ri..,S,xtz,grttxtiii Vlaq aL svrf eNa.avaroslzreN ialN1. Fort Pteice, R 34946 opydphT T616A-tRoofllunes 1mhoovl.lomhoill.1`1. RepndvaionofTh"do(anenbinany form,isprohahhedwiahoa the .01enpc+m(sstpohn.A-IReal imxet-Anthonyt.lambIll'U, J00 I Fuss Truss Type Qty Ply J_kAN HOMES / DORALWRCDRKLWGEMonopitchSupportedGable11A0005805 Pierce, L 34946, design at?attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s N-.- ov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:32 2018 Fage 1 ID:tdgFhvjEVYsgU3b jPYJ3cyuE5n-STn - wCKu4uiT?81tsDEkM56PSO2aSPJHfnmMXgzMTxj1-0-0 3-0-0 L__ 100 I 300 I 6 5 4x4 =- 1.5x4 II 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10 0 Code FBC2017ITP12014 Matrix-P i LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Na.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and -required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide } REACTIONS. (lb/size) 5 = 64/3-0-0 (min. 0-1-8) 2 = 111/3-0-0 (min.0-1-8) 6 = 114/3-0-0 (min.0-1-8) Max Harz 2 - 120(LC 12) Max Uplift 5 - 40(LC 12) 2 - 19(LC 8) 6 = 99(LC 12) Max Grav 5 - 74(LC 19) 2 - 111(LC 1) 6 = 148(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-259/190 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5,Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 19 lb uplift at joint 2 and 99 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% Gars{ P=reir s2ep!r=R.Ih `t ! F IU`4 41iL;r, cL6A; :ik$t:.t&CMS ,t>"uM"!7l .i knkM lEtlRs'.4E:57"xa ia3. t£+:lt fiktaerrzeeP ua/¢tst p'kt'«r4 Gr;yt Rt*xq fir: !!kr, !aa»il {. 6arm+tknlA tnt awv4.*'e*<,t.'Rtd eO bt ib,i. nk - iH k a'flM MfitnkW"2c Q b Ntd F it k:yp t1xe a h agMN'',q M r;yyaa M' aia.eFhtwzti"n} ,aareairrt xg km xta la:+a& 1rd.. etgb kY^sd h+iaeP+. aNt)6: i k 1ent:Wn`s tntey W'. y:'d>:.n AnthQay 1. Tombo Ii:, t'.I:.. Q ..e r 7s1 .4f .. tpm f+ ff NI !M RO bh r N IrIK b iAWJ ,h j3a H Nt tie!tk M iif_ 1Rf iH {pt !I i N ij:tN ad i i qr. A! k'6F N Y, i+t d £? S(i NH?ra!{ Hki ,IM4ft. -0+ig Y54 k b1 Ne f R! .tlA 4MF' t r ga. nr t Fwrm. saMa i n xi rre ey,w„ a,ta gfvar» sarl.+a m a puwtt. r ,t,t : r # rl ae,t,r,,,aletodtxasxaetr.h,g„.•< <.-.. ,,.,re,:n„,e , a 8fJ683 s, 01-4 *Flx, ,. „N,r. ,n-aa,e ue,..eoo ,n>.t,,aysf.h- Wo"D-Vm.F4>rUAwa to- .1M: 4451 St Lxc e 81A F[ tt. e,l 34946Capytight":26?6k4Raa(tiu4teskodaorCtom6o lfL FL lept sArttioo ai tAis 9otamxnl. in orsy loan,[4 piogidihd r eka ruhe n!-Flee permissiert 6amAEkoot hassts 01600L1na:6114. F_E jWRCDRKL IM4 Monopitch Qty I Ply I RYAN HOMES / DORAL A0005806 Pierce, FL 34946, design@a1truss.com j I _I Job Reference (optional) 1 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 30 08:54:14 2018 Page 1 ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-Ded5CM63NYRVvQvXQ_1 YGCKer6JxKYKm03B688zLbC7 1-0-12 3-10-12 1012 i_ 31012 3x4 r 7 m c5 Jx4 - 1.5x4 i I._ 3-10-12 Plate Oftsets ((Y)-- p.0-4-8,Edge] - _ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) 1/defl L/d PLATES GRIP TCLL 20.O Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,19 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix MP Weight: 31 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 229/0-7-4 (min.0-1-8) 7 = 109/0-3-0 (min.0-1-8) Max Herz 5 120(LC 9) Max Uplift 5 - 30(LC 8) 7 _ 98(LC 12) Max Grav 5 = 229(LC 1) 7 - 112(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-210/322 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 5 and 98 lb uplift at joint 7. LOAD CASE(S) Standard vu,} tkex ltw.yNi .vea ik':t LC `ft%VU1, R"W t GIWICV, 1III ;,M ll,:'rr!*JMNiq' I., id fis,r Ma# f.; kNI1—),r, bar"I aVMM Apberl I,,,,0l t I Jdn: ake.,s, 904 a t410 w-'t Nat:; aalmt'r M'Pe-IMffie 1lG tok.tlq. M:G:. SPespE,pmzI c n. .nap 4teNaae@6%Mab,eNa:x PlMtl>fit3laderfftt n l.tauilirtl Mies§a'Ms E. lytlkwne IN I, uka lq.l ki.t;tans,uMx.iatagaabM`.. satdiGR An'Jimy T. 1 f'7Ei4 i t i,?. E. W." 0InI u.Mifa,W."la.iNIO!013...MCxf:iaa,Htfeae:'lie1,,*"4",.N:W9NIt',1,radM.1ItO'nrlWIII I h%a,d14 0.4mWt efNln,s. 1.64IAg+:ry nNpW,kkaasad'a rtsrxsi.en,I ycQ$} M imxxg eez a ee(wa• 4'; as xMINW1 pm -9rtO a f14 klky(-"wMHt11 n F(V pb3 k.INWWA.1 xeeMp . R IW. W f-,e*II"I, k,.,. .nI)",V, E,pxn* Ns, r.,0,1, akss 4451 SC Lucie Blvd, eM*vlu0a0111."-. Igm een.emat 1. oi4tp es ar,lef. t4et ns Ces a.q as l: 5;; As dnXxl6a ,n ,f....ls.ex x}ixaE sM4q iiicA f7+s[t auo-e ns l,luelu[fti. wort (J;etce, It, 34946 epylihh10P9I6A I bellsnssrs-AnlhonyLtomhG ll€, P.E. &nproiemivn o(tkrc iommcm, In enyform,is prohihiteA withoattgc written permssian ham A-I1001116wa Anlhnnyl.lemtrolIUL Job Truss WRCDRI<L IV14GE Monopitch Supported Gable RYAN Aoo05807 Pierce, FL LOADING (pso SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTelk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 155/3-10-12 (min. 0-1-8) 5 63/3-10-12 (min. 0-1-8) 6 = 143/3-10-12 (min. 0-1-8) Max Herz 7 = 126(LC 9) Max Uplift 7 8) 5 35(LC 12) 6 = 163(LC 12) Max Grav 7 155(LC 1) 5 71(LC 19) 6 211 (LC 19) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-255/204 WEBS 2-6=-253/317 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h= 1 5ft: Cat. 11; Exp C; Encl., GCpi=0.18: MWIFIRS (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 Rum 8,in S N--- - I I ] Job Reference(optional) Nov 1 2 2017 Print: 8.120 s Nov 12 2617 WT4 industries, Inc, Fri Apr 27 IOU3 2018 Page 1 ID :tdgFhviEVYsgU3b_jPYJ3cyuE5n-wfKM7YLXrBqKdIK3PwizuJfZGnOVBryQuRVv36zMTxi 1-0-12 3-10-12 1-0-12 - 3---10- 12 4 1.5x4 IL, 8,00 1.5x4 11 3 36 V 2 ST1 wi W2 1,5x4 7 1.5X4 I 3x4 6 5 CS1. DEFL. in loc) Well L/o PLATES GRIP TC 0,15 Vert(LL) 0.00 1 n/r 90 MT20 244/190 BC 0.05 Vert(CT) 0,00 1 n/r 80 WB 0.09 Horz(CT) 0.00 5 n1a n/a Matrix-P Weight: 28 lb FT = 10% 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 7, 35 lb uplift at joint 5 and 163 lb uplift at joint 6. LOAD CASE(S) Standard Ion' ,, an.; ^--"t IN, Wh AnlhonI, T. Ton tIwiv. 0 4451 LUC,- 131A 41I,ghl " N16 A I W 1-i" 000II, t [-W ill P l' R'P' Fo,, 3494(, Zt 1441),k"M7 ;,p,h b.ld.lh ith'..,p".,,i t,,,A lkoitl ...... Aptfiorql 1-1,011 PF, I:WRCDRKL MG7A Al Roof Trusses, Fort Pierce, FL 3 Jack -Closed Girder A0005808 trUSS.CQm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:33 2018 Page 1 ID:tdgFhvjEVYsgU 3b_jPYJ3cyuE5n-wfKM 7YLXrBgKdIK3PwlzuJfW6nDwBeUQuRVv36zMTxi 4-9-0 7-0-0 49Q 23-0 1.5x4 II 4x4 4x10 II 6x6 ``-- 4-9-0 Plate Offsets (X,Y)-- [1:0-3-5,Edgej,_[4:0-3-0,0-4-01 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ( TC 0.35 Vert(LL) 0.04 5-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.07 5-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 i Matrix -MP Wind(LL) 0.04 5-7 999 240 Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1152/0-3-8 (min. 0-1-8) 4 - 2283/Mechanical Max Herz 1 = 138(LC 8) Max Uplift 1 369(LC 8) 4 = 787(LC 8) Max Grav 1 = 1152(LC 1) 4 = 2283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-2244/653, 2-6=-2245/7O9 BOT CHORD 1-8=-725/2037, 7-8=-726/2042, 7-9=-731/2050, 5-9=-731/2050, 5-10=-731/2050,4-10=-731/2050 WEBS 2-5=-807/2510, 2-4=-2780/991 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 1 and 787 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 46 lb up at 0-8-12, 176 lb down and 68 lb up at 2-8-12, and 1779 lb down and 644 lb up at 4-8-12, and 832 lb down and 243 lb up at 5-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1 . 25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1779(F) 8=-99(F) 9=-176(F) 10=-832(F) 9a q Fhau NmaWer+_re. Me'1 k?e tG;..i"S:.,C,.MEi.F: t;kxit_,ipr..a4.ti?d>R rU ir; l{FsJx;t9aM:5!'iM+ inhd nw rreax;at reM eaeswm, i,,,s pefya t emi;s;(v:f!x<wr! Ptah tF_F; ieiwra i3h tt4.rne. :'Kau an».x<srFet m'ae iSp. red. M kwe:?ee iMM kx,ih -.edb Mad Nraie k; 8 iyax k,'+s que n .aae,.9 r aa±rar pq, 9 h :a vp aq resprM+sih tart krytd Mx ref h}.:4w.'h t xU xwar !rs. ! k esr "w .ea#ry a4<ua;. ..7S:n A;,thony T. Tombo It', P.E, u4 t#!M, i, h m!«d+a}ti'N h r 'dtk Kat M to ltth* NryKaa Ni+a!q be tatut Khr U'.M is ta49a Af 7m}:th ai N. ik xry Idt I's tRC inr i4 4 dMl W*'W'r i" *t ei 0 1, .e:mrMdM0 r 80087 M Fulin}:va}F aN eA . Ui taMt M M i3C te/ M Mr s Ae! ¢.¢p M d 2. € SdN_ (argt M F xhl e X fat 6 S v„eE N'.x {uw. I r Ain ifl ft ess Me i as,Ng;m m/ Suer d'u 1 .. 9F a in 3u p 41 tN x.r NMvbf-xrt wMsc w Sr_ Lucie @Ivd_ t - f u u;e, [ }49c6 aPlriypl i.'2P?6ktRuo(hatsa Arth-14.6011 r-E- Kg,odw1, f1hod mmea-in anp luim,rsp+aftibitcd zabcut rAe radea @mm stiarz hamAlRnoFlmne: Aath¢r L Iamb¢Eli, P.F. WRCDRKL I MG7C Qty I Ply I RYAN HOMES if Jack -Closed Girder A0005809 Al Roof Trusses, truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:31 I D: tdgFhviE VYsgU3b_ jPYJ3cyuE 5n-OrulLuM9cVyBERvGzeGC R W BhhB WywDna 3-8-2 l 7-0-0 3-8.2 3-3-14 5,00112 3x4 s=- 1.5x4 it 3 l W3 8 9 10 5 11 6 4 4x4 -- 3x6 11 3x6 - 3-8-2 7-070 3-8-2 3-3-14 LOADING (psf} SPACING- 2-0-0 GSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 5-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.06 5-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MP Wind(LL) 0.04 5-8 999 240 i Weight: 32 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 846/0-3-8 (min. 0-1-8) 4 = 902/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 289(LC 8) 4 = 356(LC 8) Max Grav 1 - 846(LC 1) 4 = 902(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-613/193, 2-7=-1554/514 BOT CHORD 6-8=-231/518, 8-9=-573/1427, 9-10=-573/1427, 5-10=-573/1427, 5-11=-573/1427, 4-11=-573/1427 WEBS 2-5=-333/1041, 2-4=-1591/639. 1-6=-435/155, 6-7=-552/171, 1-8=-209/469 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCDL=5-Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 1 and 356 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 48 lb up at 1-0-12, and 693 lb down and 288 lb up at 3-0-12, and 411 lb down and 144 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-96(F) 10=-693(F) 11=411(F) Fa+*aq Fks€cogs«}++r n+. tlr i.;t a iU '.i'xv.tai ti#tCati,eq 7,4i d,,Cr"W ,1`. xtCZJtt€4 k l ss ia:k kc:}irwnF: wi k are 1n'n; 6r.p he. p:GV: ne sA.'r ln4fi' t. Weeps. i3ee. ista<.a efe.s r?+ce., as ev ke'. @. roar IN t W b tftlt N 4 Pa ht >?t U ! wq S l 2t W E1tNi yf •M ktMxtt li at a a. vie ffF 0. K. 1Mef N Aq ttt:YM. NT. m1 fpgM'rt, M M hY 514Ii !a r i;{t kJ Yk a t : ,i, at!•'Fi'_. IM h t :es}.".q+ 4aAe}1 Otk"s . !t2hh Anthofty 1. n w .aa ae daub xe a n a e 6a€a a1 cam uaab5 l r#ti 1,tgxgt. w.a a r. aan u+>, an. a nx = &9i}83M6'4." f N k. A 1%, e,4 rxrt. f} * Pa 1'4":'.' F SOO,44- 1t p^M t! f eWW"tut 04 1 Ib 4 IN N ., N'k ,. iva}s.µnegw r,,Na W, 4451 St, LLE (( 61A Zttte9H! b.a -. ry+v€. ,irg Pi i rysWx i e4 hn*ts ht pEecnn ¢R.: mf.Ibq hesilFae 1 I agwt tla, tatfiry Fkglri.d lE s 4Nmn aF Cnppngbi'.:: 701691 Raa16a.... Who,I f-befit -P.E Ntpodclro dth"dorumeat"naon-1cam, prapibfttd.ataarth,.'1:'n pmmistroa ham A I Atrot!muter What 1. lombo III P_1 ft %igrCe F1 14946 I WRCDRKL I VM3 At Roof Trusses, Fort Pierce, FL 34946, Truss Type Valley 1 truss.com 2x4 ,- RYAN 9 A0005810 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:20:35 2018 Page 1 ID:tdgF hviE VYsgU 3b_jPYJ3cyuE5n-s2S7YEMnNp52sbUSXLnRzkkvWb4xfmwiLl_07?zMTxg 1 5x4 11 2 3 LOADING(psf) SPACING- 2-0-0 i CSI. I DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 84/2-11-6 (min. 0-1-8) 3 = 84/2-11-6 (min. 0-1-8) Max Horz 1 - 43(LC 12) Max Uplift 1 = 21(LC 12) 3 - 39(LC 12) Max Grav 1 - 84(LC 1) 3 = 84(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 39 lb uplift at joint 3. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10% YN#al taieM w(§h Ms, Nt 4 t„3 kP.}t}°Sz .r.t,tM.,',2M.1..b4.iMS;p;.rp•i7!tl=sCrs3rttUhNs"ax. re'hN:ga jiMII!ei$WiHI MiKnlbt t.tStxu>E tr:Gt: aa9 A!4}49ti'tW}, It Fl lKef r it kket 4l{ut sl. :::tsb aFw^nu i'#t(re At lSQ xk klthony T, Tombo 111, F.E. rca ea'ni;3 I a.k«#a{:sta Rmd nf,:.ee snn Nq.. rmek*+Y.gx:ym. 2e,ia'r NittntR:.al r 31t dul,shW 4 »M NatiPn cartlt dnrl. r w1.'lwq w vn a/k q NIII M :mwA^cd .' 800A3 Mt NiyGen}e wl.xnsv,. SW n t 'k.SC4451 St i.0 ie BMIc FNe .,. 0 rdaNi tartts pnf 9a n•.3p R.paxu ant.N skB.s. Qt N"Erywm i.xb_tu kwitug fax c; n, S,9exlnaSr +m N,KrcS F9,a 1..0 ica. sr er khr.a t'Ht Fac, t erce, rt 32946 Cnpy; tyhl >2gi(.klRe lfiusus kob"I fomholltpf, 16.11 m Whoyl140.1ll,t_E- Job Truss Truss Type Qty Ply RYAN HOMES / DORAL 11 WRCDRKL I VM5 Valley 2 I 1 Aoo05811 Job Reference (optional) ,, Al Roof Trusses, Fort , dPierce, FL 34946esign@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:210:35 2018 Page 1 ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-s2S7YEMnNp52sbUSXLnRzkkgKbl WfmwjLl_07?zMTxg 5 0-0 .. _ 5-0-0 1.5x4 II 5DO (.12 ,...- T I— w1 N 1 v 81 a 2x4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 10.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES ? WB 0.00 BCDL 10,0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 - 164/4-11-6 (min. 0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Harz 1 = 83(LC 12) Max Uplift 1 = -41(LC 12) 3 - -75(LC 12) Max Grav 1 - 164(LC 1) 3 - 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0,00 n/a n/a PLATES GRIP MT20 244/190 I Weight 16 lb FT = 10% M 4 Pres iw Nh fq F If 10M relih, ;Jc t- *[) ME V s ' M'v#R nt !ksr i N i".G'.W. 4*. 1 1Ik r I'*., e 'mle- ,t ,Rsk pe Ra 1J0. WN N t tk'1101 lack'AM r H A 0t 3 i• 4 F< MI N- "9 <Y ee ,tttac=Nb ptlf. xt ryea aq pasW4sk ltt'nk r d'a tuNt k# Mw¢L+e I'1 Ne ndtt ':fl Sk lx 9e ta.:yaas 4 1 MY - WM. A9 irra f. At tho, y 1, TmitL1Krµ +i, , w «nor r.e ,1M+1;v. 1a,xrM1'a a i-- MM 1ax 8Dt783aM1lhijCri ,pngtp tEMh f < ya!*Mxt4 yH^t. E} knfi M E fM `kAM ett SA ip tR: r N taro R w! &[ u A (eel', { ka 11 M p e.J1Afl-;rc Yd {au<;d k e $t::¢m ', is 6t. pi,[ynae M +e>s WFdttxt alesr inn„eldme}trM Lui a ry,rel e:o ., wq e, rlexaa w.. ae ses.0 De Y ew",,M afn Cu4ng tn,,n e , [,em,a x,; Mt r.eu"{. Ct ertMl,zT rz.-,ar et sY.iem .=n, 40.53 Sr. Lucie P.Ivd. Fri I r: e, ^t. 34946tapyrg6l=2i1t4i4ktRee(6vsutk[ugaorticm6e lU.P-#-Raprodallon cl lhis dsromcni, (a onr (a1m 4pmhibiied w IheanFe wr,Ren pMntnsiaF 11rzm6l Cocllmwnn dnthoapl.Inm6oIII Pf- I JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLO I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TIC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ttach Corner Jack's t/ (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) I "," of W, 51 S., 3 vc. fo t Pierce, L 14Q46 tsprgi l r N116 A 1101 hmw Clow, t, 104N, 4Pf.,dv!:0P Of *,s 4vowe t 201 1s(. zi P*Wtd a40,q Ot -1W otm sw hm 4,1 too,. ho"It, Who." 1 t"4 91, P L FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES a 24' O.C. 2X6 DIAGONAL BRACE SPACED 46' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WINO SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL/ GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS / UKAL TRUSS iTUO AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL A THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. sR NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- D.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION, SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8* TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS, PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION, cue ON, 111'. .' 1"'& 'N t' cw-w-t' cw w'p, TA 4*oryt I.MWIl I'l "a€y!- Ito, Art'nl lmto fFL pt JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 A-1 ROOF TRUSSES A. , — . 1.1- .1 — FOF SECURE VALLEY TRUSS W/ ONE ROW OF 1 Od NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W1 TWO USP WS45 (1/4- X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. nFTA11 A GENERAL SPECIFICATIONS: t NAIL SIZE = 3"X 0.131" = lod 2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01, 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24"O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. M6A I 600"m tA140*1 10400' Ili, "'W1 tv", wRpemSSmf'#% k I kWfm';tsI fo*0111 P'( I TEBRUARY 5,2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE wic VALLEY TRUSS TYPICAL.) GABLE END, COMMON TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3"X 0.131'= 10d 2, WOOD SCREW = 3"WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5, BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6, NAILING DONE PER NDS - 01, 7, VALLEY STUD SPACING NOT TO EXCEED 48"O.C, P f-1 2 SEE DETAIL "A" BELOW (TYP,) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1,60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24"O.C, (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS, owl WN.v"Ki oow,p wq' FoO R 4110 1 1 N tj %J %J L_ LJ V r_%t_ t- &_ I %J t- I L..f L_ I rx 111- DULY 17, 2017 I (HIGH WIND VELOCITY) STDTL07 A -I ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24"O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY 1L. I I nvaaca 11U0 I OC DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10"ON AFFECTED TOP CHORDS, NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER, FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A F—NON-BEVEI-EO MAXIMUM 6/12 PITCH I BOTTOM CHORD H NON -BEVELED' BOTTOM CHORD] CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) f W., -"'4 1. 11 Woe Blvd, In) h k I k-4 I— A.A.— I F-' 1H p t -- -.-- I... & I 0. I- T t- M Pt F,4t Net(,,, F -',1946 FEBRUARY 17, 2017 ( STANDARD GABLE END DETAIL I STDTLO8 A A-1 ROOF TRUSSES 4451 SL LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' Q.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' D.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. 2,LFOR INDIVIDUAL ENGINEERING DRAWINGS TRUSS DESIGN CRITERIA. PROVIDE 2X4 BLOCKING BETWEEN VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF B 3X4= PLYWOOD SHEATHING TO SHEATHING 2X4 STD SPF BLOCK DIAGONAL BRACING * is L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX.`_f^1 f/ 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. IOd 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF lOd NAILS SPACED 6' O.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'OZ. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUOS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO 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'X35' 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. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES I/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5.6.11 6-6.11 11-1-13 2X4 SP #3 / STUD 16" Q.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24" O.C. 2.8-6 3.11.3 54-12 8-1-2 2X4 SP #2 12" O.C. 3.10.15 5-6-11 6-6-11 11.8-14 2X4 SP #2 16" Q.C. 3-6-11 4-9-12 6-6-11 10-8.0 2X4 SP #2 24' O.C. 3.14 3.11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. TT WITH 2XIBRACE ONLY IL STDTL09 BRACE /F FEBRUARY 17, 2017 - NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 1-BRACE 2X8 2X8 T-BRACE 2X8 1-BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS NAILS C( WEB T-BRACE SECTION DETAIL.,S FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. Adw.:. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH 13) - 10d SCAB WITH (3) -10d TO TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NABS (0131WITH (3)X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IOd NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' DIA.) USE METAL FRAMING ' ' ATTACH TO VERTICAL 4- ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0.131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' STRONGBACK ( TYPICAL 0' WALL SPLICE) ( BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL ( STDTL11 e A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3494E 772-409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c o 135 93.5 85.6 74.2 72.6 63.4 0 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c 131 75.9 69.5 60.3 59.0 51.1z0a N 148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X B4.5 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60• 45.00' ANGLE MAY VARY FROM 30• TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS I NEAR SIDE 1 NEAR SIDE NEAR SIDE NEAR SIDE 0° a FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP DF HF SPF SPF-S 0 z .131 59 46 32 30 20 0 135 150 48 33 30 20 A I ROOF TRUSSES 4451 ST LUCIE BLVD, U? . 162 72 58 39 37 25 m 30 .128 54 42 28 27 19 z FORT PIERCE, FL 34W 772AO9- 1010 Lo 0 .131 55 43 29 28 19 zLU 148 62 48 34 31 21 120 51 39 27 26 17 z . 128 49 38 26 25 17 0 Lo z 0 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY, BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. .131 51 39 27 26 17 148 57 44 31 28 20 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 ( NAILS) X 37 (LB/NAIL) X 1-33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 ( NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE ( 3) TOE -NAILS ON 2X4 BEARING WALL USE ( 4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 31r X I TOPPLATEOF WALL _11' FOR ' NAIL 1- 1/10-rUK 325' NAIL FAR SIDE 1- 3/16'FOR 3.5' NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL13 45 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I"-MMA 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. 11 6 April 11, 2016 A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STIDTL14 4) 12d MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 if O.C. SIMPSON H5 FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 • + DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST LUOIE IILVO- FORT RI . CC, FL 34946 7I2-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 1 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIOE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). 00 NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR, 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. I t FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16 I AA ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION Zroym 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, 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 END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED To AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. IREFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 1-1ATC11 LEGEND 8'- 8" 9'- 4" A.F.F. 1 7/8" 18'- 9 7/8" A.F.F. 3 5/8"' 5r ro" FYI'. FND OFTAII NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. AREA NU It ALL I KUlJ I U WALL ANU,VK I KUJJ I Lf f LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE ALL CEILING DROPS BELOW BEAM ARE Z BY BUILDER (UNLESS NOTED OTHERWISE) i= 1 e it NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I D, AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 7-- STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE, -—Z—ZZsG REFER TO THE INDIVIDUAL TRUSS ENGINEERING 2 2 DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCST-03 ANDIOR ENGINEER OF RECORD z REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING TJUS24 ..46 Ell JUS26 J' MSH422 THID26 MUS26 7. TH028 E. THD2r 2 TH028 2 z v' IHBS HANGER BY BUILDER LOADING ROOF FLOOR MIND LOAD 9 LIVE LOAD 20 I 40 1 ASCE 7-10 Z DEAD LOAD 10 10 150 MPH Exp C LIVE LOAD j 10* 0 CATEGORY 11 Eo f i DEAD LOAD 10 5 ENCLOSED _E TOTAL LOAD 40 55 FBC-2017 DURATION FACTOR 1.25 1,00 TPI 2014 ji 7j j REMARKS 01 i12J09t2016i IT REVISED STAIR OPENIN'r 02 102114/2017! i ADDED ERG ADIACENTTO STAIRS PEARLAN 03, 11,20/17 IT REVISE FLOW; 1105 HANGER INTO FL13G A r 1 104 12/08/20171 IT CODE UPDATE 2 Z. a i A 5 Z Apppo%ED are ac^'e iabif, for 'thep APPROWD AS Ni),-iD tabrtGa4or1 at lmxses' cverh,I"qS ANO R)8"%-T txaong all delad rer!av'mA W "Ns tri 5"pjarwleW pian Nc, -:- z: Arler, DATE a;)pro ai " 'm ai A-1 Roof Tr,szes 5Y PLAN DATE) ARCH. STRUCT: CUSTOMER RYAN HOMES !2 z is JOB NAME DORAL'K' a,44TRVh, 2 79 OFMONi'S) fA4Af = f z z COMMNTY it J LOT 4 KENSINGTON RESERVE, LOT 71 Z — BLDG BLDG TYPE 4,= JOB b 72843 MASTER WRCDRKL DRAWN: SCALE DATE 07/27j2016 1 7: A-1 ROOF Z i TRUSS E t is A FLORIDA CORPORAT ION Ph 772-409-1010 t Fax 772-40?-1015 .:2 z T REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final ME Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final LE REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION i PERMIT APPLICATION Application No:"> - Documented Construction Value: $ - "' 12.10 11.°° 1 Job Address: 2305 Kelmscott Court Historic District: Yes No I Parcel ID: 17-20-31-5VC-0000-0710 Residential X Commercial Type of Work: New[A Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC„ba gyp h9pgs Phone:407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`1' Edition (2014) Florida Building Code Revised: June 30, 2015 1 f L{ (A ( 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, hS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 7/31 /2018 7/31 /2018 Signa of er gent Date Signatu fC or/ Date Tracv McDonald Tracy McDonald Print O er/Agent's Name Print Contr ctor/Agent' Name 7/31 /2018 7/31 /2018 ignature of Not State of Florida Date Signature of Not• -State of Florida Date KRISTIN R FERRIIL rQ i' ,°0g KRISTIN R FERRfII R^ Commission # GG 233069 Commission # GG 233069 N? ` oT Expires July 11, 2021 NTf Q Expires July 11, 2021 F or rGOQ Bonded Thru Budget Notary Services FOr f v6P Bntded Thru Budget Notary Strvkea Owner/Agent is __C_ 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 Rr Electrical Wr Mechanical®' Plumbing Gas[] Roof Construction Type: Occupancy Use:, Flood Zone: Total Sq Ft of Bldg: ?—' y 3 Min. Occupancy Load: # of Stories: 2-- New Construction: Electric - # of Amps ?.ems Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No Z # of Heads APPROVALS: ZONING UTILITIES: COMMENTS: ENGINEERING: tit , C Z 1-1 FIRE: Ok to construct single familywithsetbacks t t t R Inon c,)r- V. , Fire Alarm Permit: Yes No WASTE WATER: B1-)I1,,DING:fF to)-(, ( Revised: June 30, 2015 Permit Application CITY OF SANFORD f BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 Documented Construction Value: $ s J Job Address: 2305 Kelmscott Court Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0710 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan omes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 7/31 /2018 7/31 /2018 Signa of0 er gent Date Signatur, fC or/Agent Date Tracy McDonald Tracy McDonald Print 04 er/Agent's Name Print Cont ctor/Agent' Name 7/31 /2018 _ 7/31 /2018 d' -State of Florida Date Signature of No -State of Florida Date ro"tar Poe, KRISTIN R FERRILL rot .. ".. KRISTIN R FERRILL commission # GG 233069 ,*", w; Commission # GG 233069 c'` Expires July 11, 2021 N Expires July 11, 2021 FOr f4oQ Bonded Thru Bud9et Notary Swkes Seeded Thm Budget Notary Sw*es 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 0 Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: / WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Y 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: trmcdonaC@nvrinc.com Property Address: 2305 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0710 Phone Number: 407,692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: FE-1 New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-1 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: 0 floodplain F-1floodway F-1 A portion of the parcel is in the: 0 floodplain El floodway All The parcel is not in the: FE-1floodplain ofloodway 0 The structure is in the: Elfloodplain Elfloodway El The structure is not in the: EJ floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3352 Reviewed by: Michael Cash, CFM Date: August 21, 2018 A I P I Application for Paved Driveway, Sidewalk or V ' 1P I Walkway Including Right -of -Way Use & 0v0RJ Landscaping Right -of -Way1877— " www,sanfordfl,gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the m" woft below, size and location of the existing right—of-way and use shall be provided or application could be delayed, Call birtaro PU dit 1. Project Location/Address: 2305 Kelmscott Court, Sanford, FL 32773 2. Proposed Activity: FX_1 Driveway El Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home I This application is Signatur ' Address: 4730 in Phone: (407) 16 by. H-20 Orlando, FL 32811 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 07/31/2018 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. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: the above statement and by signing this application I agree to its terms. Date: 07/31/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection, Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: ZAO 10 Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Driveway,W 7/31/2018 SCPA Parcel View: 17-20-31-5VC-0000-0710 cra aroppirty_Reggird Qard Parcel: 17-20-31-5V(,-0000-0710 Property Address: 2305 KELMSCOTT CT SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-071 0 Owner(s) BRISSON WEST PROJECT I LLC Valuation Method Property Address 2305 KELMSCOTT CT SANFORD, FL 32773 1 Number of Buildings Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name , 1 IN(jOtjRESER/E Depreciated EXFT Value Tax District: S11-SANFORD Land Value (Market) DOR Use Code, 00-VACANT RESIDENTIAL Land Value Ag Exemptions 4 M111, 40 zi,,li CV Legal Description LOT 71 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Seminole County GIS Assessment Value Portability Adj 2018 Working 2017 Certified Values Values Cost/Market Cost/Market 0 0 52,000 $14,000 52,000 $14,000 Save Our Homes Adj $0 $0 I Amendment 1 Adj $0 $0 i P&G Adj $0 $0 Assessed Value $52,000 $14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estir-nator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 52,000 0 52,000 Book Page Amount Qualified Vac/Imp No Sales LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific perrpit pnd application for work located Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Ora_ nge May 20,2018 The foregoing instrument was acknowledged before me thisday of 20019, by Robert Lattanzi who is ® : or who has produced as identification and who did (did not) takeAn oath. Notary Seal) Print or type name Notary Public - State of FlOnd0 - Commission No. My Commission Expires:-7/ KRISTIN R FERRILL Rev. 08. 12) * * Commisslon # GG 233069 Expires July 11, 2021 FOF r p 8-W TMu Budget Notary eVOM A f C B I T E C T f SQ.FT. CALC.'S 1ST FLR LIVING 162 6a FT. 2NO PLR LIVING 1,125 $a FT. TOTAL LIVING I"l Sa FT, ENTIeI' 21 SQ FT. GARAGE 452 Sa FT. LANAI 140 $a FT. TOTAL 2,513 5a FT. CMIP W AND CLAMM WINOL AD• MW 00 BrOMIE PON S @BOOM tf WM CALL* sa+uE WKM mew RD bMFH o POOTACE D 710N 1 Ia 16 -O 5 26M-32b9 2 24 3080 DR 4 30rM-32.16 3 IT 4 30S4/-3M 4 it 2541 5 3084l-3355 5 IT 25-W 4 3AW-3355 b 65 8080 sw 5 2859/-312S WIND DESIGN CRITERIA A. BASIC WND SPEED 'tPH <3 SECOND GiiST7 YLLT•150 / VASD•ISb CTPH B. WTERNA. PRESSURE COEFFICENT.. -0 C. RISK CATEGORT.TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR CGTIPONENTS 4 CLADDMG PRESSURE ARE BASED ON T4E Vult DESsc,14 UM40 SPEED. FEICK 6TW ED. (201T) ALLOWS THESE PI'E=SSUIRES TO BE MULTIPLIED BY 04. TO I'EET T1E ALLOWABLE OR NOMINAL TESTED VALUES USED BT F`Flb T MANFACTUREW. NOMLPRIOR 70 ORTWH.L WALLATICN CN ALL FROM PEMBM 2'-O• FAM M RON FLOOR WLL BE $PRATED AIC TREATED W WRATE' A IMWM TREATED WPA7 5 in• IQ k A.AIE 2 i iam wrf— oK'L A- CABINET SECTION 16'- 0' 25- N 5' 13, 2• 5' X6 P.T. PCsT YY W. W. 4P TOV-4' AFF. I am TO 1UT04 IcoLu'N aiDTN I SC4REEN I ENCLOSURE df•: rr i i s III ; ii t• I I I -- i.: i O i O GREAT ROOM I I DINING W- 4'. rT d I W-ON r-r' T- 4. I Y-4' C1.6 I A I FM X4 POST Sw II P Y-4.O.C. 4 UDR • 8'-0' RA GE 4 n O LE' IW FY I TO EXT. e o J 4' FOYER FFOYER 9- 41 CIA 4 PMT 2- CAR GARAGE 704 a 74>'-4' POWDER milhL r Nm 0! All LSE OF 2Dd 'All --- R6'- 0' X T-0' OW'D FIRST FLOOR PLAN SCALE: 1/4 . F-0' 631 Desi n Grou. l" L N. RONALD REAGAN OLVD. LONG WOOD. FL 32750 PH : 407-774b07$ FA%, 407-7744078 nxw. aUGe f000332500 o25.wm AABuBl> rv. & LO'I`- KENSINGTON RESERVE IDT # 071) MODEL• DORAL VERSION$ 01) PROJECT*: 02997. 000/071R1 PACE: FIRST FLOOR PLAN r -- i 1 _ • DATE: 7 /11 /18 HCALM 1/4"=1'-O" SKEET 3 or 9 COMINMEM AND CLALTOMO IMO LOADS 941110 WM MrOIR E FOR 0 MODOND its CALL # 80"Am Rolm aw IDO Y'N MIO 1 30 2) 5 Ml/-385 2 30 2) AN 5 2962/-38b 3 9 303040 5 3LW/-42.V 4 b 3030- 5 AW-4103 5 6 E88 4 3106/-33.76 b 5 400 TRAGOM 4 3L9W/-34b0TIM 7 b 86 4 3106/•33.76 8 8 S4 4 XW/-34b0 WIND DESIGN CRITERIA A 5A51C W1l 0 SPEED MPW (3 SECOND GUST) YJLT- 50 / VASC)-% —F-F4 5. 44TERNAL PRES&mE CCgFFICENT.. JS C. MOK CATEGORT-TYPE 11 D. E)Qw06 AE CATEGORY C NOTE: VAL.IE$ FOR =IPCHEW$ 4 CLADAiNG PREP .41E BASED ON NE YuIt DE5444 WMD SF -EEO. F5CR, &T+4 ED. f20917 ALLMIS T}}ESE PRESSURES TO IBE MULTiPLMO BY 06 TO MEET THE ALLOWABLE OR NOMNAL TESTED VAL.tE$ USED 5Y PRODUCT MAN.FACTURERS. NOTELPRIOR 70 DRYWALL NSTALLAMN CN ALL RiN'AG MINE" 2'-V FROM DE RO N FLOOR ILL $E &FRAYED AND TMATED W"CO ATE' A TEROM TMATED "AY NON-M4 MU SECOND FLOOR PLAN GAL£: 1/4 . I'-0' A A C N IT EC T S Design Gr u I2., 14A3 N. RONALD REAGAN BLYD. LONG WOOD, iL 32750 PN: 407-7]"078 FAx:407-774-4078 AA l: 0003325 BUHDIV. & LOT: KENSINGTON RESERVE LOT #071) MODELS DORAL VERSION#01) PROJECT#: 02887.000 071R1 PAGE: SECOND FLOOR PLAN DATE: 7 /11 /18 SCALE: 1/4"=V-0" aiMCI 4 or 9 M 0 2 CITY OF SANFORD BUILDING & FIRE PREVENTION 3y PERMIT APPLICATION Application No: J I Documented Construction Value: Job Address: Historic District, yes Q No Parcel ID: Residential _0 Commercial Type of Work: NewAddition Q Alteration Q Repair Demo 0 Change of Use[] move Description of Work: P1 D aneview Contact Person: Title: Phone: Fax: Email: Property Owner Information Name L -` 7--' Phone: Street: Resident of property? City, State Zip: Contractor Information Name 4"("t ri Phone: Street: i FZ Fax: J City, State Zip: ,%Ll' t State License No,: Name: Street: City, St, Zip: Bonding Company Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code ReV13W. June 30, 2015 wz AW NQTIU: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthePublicrecordsofthiscounty, and there may he additional Permits required fFOru Other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Of Florida Lien Law, FS 7 11 The City of Sanford requires payment of a plan review fee at the time Of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured Off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. OtArY Slate of FloridaMM Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID lPature of Contractor/Agmt Date 1-11 MW e Cintnctor,Agen('s Name y. S)9n;uuTF,pfNcuary-S t?, -eKWLWW*-RNUS Date C,, fntriis4ion # GG 110622 Expires August 7, 2021 Contractor/ Agent Personally Known to Me or Produced ID ___T}pe of ID BELQIS FOR OFFICE USE ONLY Permits Required: Building El Electrical E] Mechanical El Plumbing[] Gas[] Roof[] Construction Type: Occupancy Use: ------- Flood Zone. Total Sq Ft of Bldg: INlin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit, Yes [] No [] # of Heads _ Fire Fire AlarmPermit: Yes [1 No E] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:---,- COMMENTS: Revised: June 30, 201 5 NMI, Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003352 Date 10/30/18 Application pin number . . . 011424 Property Address . . . . . . 2305 KELMSCOTT CT Parcel Number 17.20.31.5VC-0000-0710 Tenant nbr, name 2 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 270471 Application desc NEED NOC Owner Contractor RYAN HOMES RYAN HOMES C/P TRACY 4307 VINELAND RD H20 ORLANDO FL 32811 407) 69-2983 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2513.00 Permit . . . ELECTRICAL PERMIT Additional desc . Phone Access Code 1085174 Permit pin number 1085174 Sub Contractor . PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 10/30/18 Valuation . . 4413 Expiration Date . . 4/28/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-BLDG PLAN REVIEW 1035.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003352 Date 10/30/18 Property Address . . . . . . 2305 KELMSCOTT CT Parcel Number . . 17.20.31.5VC-0000-0710 Tenant nbr, name . . . . . . 2 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1085174 Permit pin number 1085174 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / M CITY OF SANFORD11NOV01, 2018 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION k _ Application No:'""°, V1 S j j'z C7 Y"1 Documented Construction Value: S 1 Jab Address: F Historic District: Yes Noe% Parcel ID: _ ResidentialpCommercial Type of Work: Newt Addition Alteration RepairEl Demo Change ''of UseEl Move Description of Work: PIumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell—-—_-, Title: Clerical Phone: 407- 323-7515 _ Fax: 407-323-8954 ._____ Email: infot,r ai-orlandocom 41 PropertyOwner information Name ._., Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advance Plumbing, Inc.M Phone: 407-323-7515 Street: PO Box 1117 _ Fax: 407- 323-8954 City, State Zip: __ Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information _m Name: Street: City, St, Zip: Bonding Company - Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 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 ofpermit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is sued, inisaccordancewithtarotordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signxtttre Print Ov"W46t's Name SignohtreofNotary-State ofFlorida_ m_ ~_'_ Dax Owner/Agent is Personally Known to Me or Produced Ill Type of ID Signet= Of traotodAgent 1 wb A. 7homes Smith PrintComrac,odASWVSName S. ;1 -% Signs rcof otoyStateofFL td Die V01- 4, CNOTARYPU13LSTATEOFFLORIDA Cormig GG136M Expires 8#2112021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID _ BELOW IS FOR OFFICE USE oNLY Permits Required: Building [] Electrical Mechanical [] Plumbing Gas Roof [] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: CONU TENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003352 Date 11/01/18 Property Address . . . . . . 2305 KELMSCOTT CT Parcel Number . . 17,20.31.5VC-0000-0710 Tenant nbr, name . . . . . . 2 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . Property Zoning . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085661 Permit pin number 1085661 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003352 Date 11/01/18 Application pin number . . . 011424 Property Address . . . . . . 2305 KELMSCOTT CT Parcel Number 17.20.31.5VC-0000-0710 Tenant nbr, name . . . . 2 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . . . PUD Application valuation . . . . 270471 Application desc NEED NOC Owner Contractor RYAN HOMES RYAN HOMES C/P TRACY 4307 VINELAND RD H20 ORLANDO FL 32811 407) 69-2983 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . RESIDENTIAL USE GROUP Flood zone . . . . * . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2513.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085661 Permit pin number 1085661 Sub Contractor . ADVANTAGE PLUMBING INC Permit Fee . . . . 108.00 Issue Date . . . . 11/01/18 valuation . . 4670 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . I . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-BLDG PLAN REVIEW 1035.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD BUILDING &&FIRE 'PREVENTION PERMIT APPLICATION Application No: UocummelltedConstruction Value: Job Address: ' f 1r t " fr Historic district: YeS EI No Parcel ID: ResidentiaQ Commercial Type of Work: Newo Addition Alteration D{ Repair El .DemoEl Change of Use El Move El Plan Review:" Contacterson: ,J I Title: Phone: `k-! - 1r3Q Email: Property Owtier Information Name t. f. Phone: Street:- ' Resident of property? City; State Zip• # Con dor information Name %Phone: _ '/— Street: rsC- 0 Fax' Q City, Slate Zip:R State License No.: Q Architect/Engineer Inf6rmation Name: Phone: Street: Pax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 pp Permit Application Ar % NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate tat work will be -done in compliance with, all applicable laws regulating construction -and390 g. LA 1z Signature of Owner/Agent Date %, Print Owner/Agent's Name t GontracttrrfAheWs Name L'J'J tat , FloridaSignature,of Notary -State of Florida Date Signature of No ry-! late o Florida - 1 to CHERYL D AKERS W COMMISSION # FF0062 EXPIRES June 05, 2020 Me ortoOwner/Agent is Personally Known to Me or Contractor/Agent is _1,,-T6rsoha[(y known Produced 11D Type of ID Produced ID type of ID BELOW IS FOR OF UICKUSE ONLY Permits Required: BuildingE) ElectricalEl MechanicalEl PlumbingE] GasE] RoofE] Construction TvDe: occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: — # of Stories: . ........... ...... .. New Construction: Electric - # of Amps Plumbing - Al of Fixtures Fire Sprinkler Permit: YesE] NoF1 # of Heads — Fire Alarm Permit: YesE] No [I APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30,2015 Permit Application IL STATEWIDE State Cert CAC03244 1-888-038-2065' DELwAIR Ryan Homes Phone: 407-692-9828 4307Vine|and Road, SuiteV-2O Revised Date: 03/20/17 Orlando, FL32811 Page 1 of JOB NAME: Standard Series - Revised We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria; R-38 - Vented Under Attic R-19 -Ven1ed Knee Wall K-4.1 - Block Walls R-13 - Frame Wood, Adjacent R-13 - Frame Wood, Exterior VVmdows-LowE Doub|ePane- U'Value.54-SMGC.31 ;U-Va|ue.62-5HG[.2S VVaterMeater- SO Gallon Electric Eff: 0.95 Duct Leakage Test Required AMELIATB(ISLAND PALM BISCAYNE TH (ISLAND PALM BONITA SPRINGS VERSION 2 OPT HVm STATE ccorucwcAuoz44o o/coo/ucoWAY Sanford.a/zn' wn`zm'cooc