Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3877 Crawley Down Lp- 18-3108; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT s111 / STATEMENT NUMBER: 18100006 DATE: August 01, 2018 L•Qe" ", j BUILDING APPLICATION #: 18-10000653IBUILDINGPERMITNUMBER: 16-10000653 UNIT ADDRESS: CRAWLEY DOWN LOOP 3877 17-20-31-5VC-0000-1200 { { 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: 3877 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR I ------------ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SinglleeCFEamilyHousing .00 1.000 dwl unit 00 FIRE R 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 91000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 G'"", PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE. THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE i V Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018110413 Book:9219 Page: 119; (1 PAGES) RCD: 9126/2018 1:23:38 PM THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number, 18-3108 Parcel 10 Number. 17-20-31-5yC-QQ0Q-j 299 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 # 120 of Kensington Reserve 3877 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA U5 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6, LENDER: Address: Phone Number. 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number; 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified) WA6=a TQ QWNF,& ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. QMne " -1 Dayna Mitchell Assistant Secretary SI f Owner or Less** or Owners or Leasees (Print Name w4 Provide SignstWs Tiffe/Othc*) 00 Officerafector;Partner/Manager) state of Flgrida County of Qrgnge The foregoing instrument was acknowledged before me this day of _20 18 by Qay[ia Mitchell Who Is personally known to me [)(OR Name of person making statement who has produced Identification 0 type of Identification produced: TRACY LCIGH MCDONALD myCOMMISSION # FF925012 EXPIRS October 06, 2019 E0 ry signattao D, REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 19 RtiensngonReserveProjectName: KProject Address: qy I Building Permit #:_O- 31 0C Electrical Permit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs, Scott James- Faber Ryan Homes Name of PrintNaTr; r nant Signature' tf r/tenant — JURISDICTION EMPLOYEE NAME: JURISDICTION: Scott James Faber - Ryan Homes Print Name of n for NameSignature f e ontractor CGC151715 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor ECO003096 El. Contractor Liceiii—se# CALLED INTO: o Progress Energy n Florida Power and Light on —/, Rev. 02/10/15) COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 DATE: August 01, 2018 BUILDING APPLICATION #: 18-10000653 BUILDING PERMIT NUMBER: 18-10000653 UNIT ADDRESS: CRAWLEY DOWN LOOP 3877 17-20-31-5VC-0000-1200 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: 3877 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR i FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHD RATE UNITS TYPE ROTROAD -ARTERIALS CO -WIDE ORD ngle Famil Housing 705.00 1.000 dwl unit 705.00ROSPS--COLLECTORRSN/A ily Housiing .00 1.000 dwl unit 00 FIRInESCUE LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLSCO -WIDE ORD ngle Family Houusiing 91000.00 1.000 dwl unit 9,000.00 PARKSLAW ENFORCE N/A 00 DRAINAGE N/A Q0 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 T CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE RE UEST FOR REVIEW MUSTMEETTHERE8pUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. 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 B ILDING DEPARTMENT 1 01 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHE 'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE KDC(Apy FORMR405-2017 Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 20 Kensington Reserve LargoAG R NW Builder Name: RYAN HOMES Street: 3877 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: 9408Owner: Jurisdiction: Design Location: FL, Orlando ida Climate ZoneCounty: i Seminole (Flor 2) 1 . New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation 2Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft-' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13,0 350.00 ftz 10. Ceiling Types It 30 1.0 sqft,) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft' 6Conditioned floor area above grade (ft') 2169 b- N/A R= ft2 Conditioned floor area below grade (ft') 0 e. N/ A R= ft2 7. Windows( 214.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 4308 Area Weighted Average Overhang Depth: 1.224 ft. Area Weighted Average SHGC: O290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area a. Slab - On -Grade Edge Insulation R=0,0 904.00 ft2 b. Conservation features b. Floor over Garage R=1 1,0 397.00 ft2 None Glass/Floor Area: 0.099 Total Proposed Modified Loads: 64.23 PASS Total BaselineLoads: 64.24 1 hereby certify that the plans and specifications covered by Review of the plans and 7.4 this calculation are in compliance w the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: --6- 15-18-- Scott..Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this build ing, as de ned, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT:,,,---. BUILDING OFFICIAL: Cmmpliance requires certification bythe air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed inaccordance with R4Ou.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage nogreater than s.50ACM50(R4V2,4.1.2). Compliance with aproposed duct leakage Onrequires aDuct Leakage Test Report confirming duct leakage tooutdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 6n5o0189:52mm enorgyGavna@uSA nuRvxzv17Section e*nn.4, Compliant son=a= Page 1m4 FORM R405-2017 PROJECT Title: Lotl 20KensingtonReserveLar Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2169 Lot # 120 Owner Name: Total Stories: 2 Block/Subdivision: KENSINTON of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3877 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE 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 Blockl 2169 18436.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Main 2169 18436.5 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 397 ft2 11 0.16 0 0.84 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 904 ft2 0.39 0 0.61 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1371 ft2 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 W N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type -- ----- --- - 1 Under Attic (Vented) Main 30 Blown 1301 ftz 011 Wood 6/1512018 9:52 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FOPKA PAOC;-9017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowVOrntTOWallType. . ..... . Space R=Value-- Ft In Ft, In Area.... R-Value. Fraction Absor- Grade/. 1 SW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0,23 0.6 0 2 SW Exterior Concrete Block - Int Insul Main 4,1 27 0 9 4 252.0 ft2 0 0 0.6 0 3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 W 0 0.23 0.6 0 4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0,6 0 7 SE Exterior Frame - Wood Main 13 30 0 8 0 240,0 W 0 0.23 0.6 0 8 SE Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft' 0 0 0,6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0 10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93,3 ft2 0 0 0.6 0 11 SE Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 111 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 It 0 in 1 ft 2 in None Exterior 5 2 SW 1 Vinyl Low-E Double Yes 0,35 0.29 N 15.0 111 1 It 0 in 1 ft 2 in None Exterior 5 3 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 NW 3 Vinyl Low-E Double Yes 0.35 029 N 30.0 It' 1 ft 0 in 1 ft 2 in None Exterior 5 5 NE 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 If 0 in 1 ft 2 in None Exterior 5 6 SE 7 Vinyl Low-E Double Yes 035 0.29 N 15.0 ft' 1 ft 0 in 1 It 2 in None Exterior 5 7 SE 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 It 0 in 10 ft 10 in None Exterior 5 8 SE 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 2 It 0 in 2 ft 0 in None Exterior 5 9 NE 6 Vinyl Low-E Double Yes 0,35 0.29 N 324 ft2 1 ft0in 10 ft 10 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height- Exposed ,Wall -lInsulation 1 449 112 449 112 33 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) .000351 19973 109.65 206.21 3155 6.5 6/ 15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM RAnc;_qn17 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 0,94 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool Attic 6 430.8 ft Attic 107,7 ft Proposed On Main cfm 130.1 cfm 0.06 0,60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Faris: Conlin g Jan Feb Mar Aprr Ma Jun JuluXjyNovDeciSeNovDec Heating MJanFebMar Ap M ay jXj Jun ]JulJu AugAug9xl S J Oct11 N jVentingXJanFebXMarAprMayJunJulAuSepOctXNov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 4 FDRMR4O5'2U17 LEVELQU« 0 K K N 0 (EPL) N N b 0 v0 0 "0 n ESTIMATED ENERGY PERFORMANCE |hJ[lEX° = 100 The lower the EnengyPorhxmonceIndex, the more efficient the home. 3877CRAVVLEYDOWN LO{}P, 8ANFORO, FL.32773 New construction or existing u. Single family mmultiple family a. Number u/units, nmultiple family 4. Number of Bedrooms o. |athis aworst case? u. Conditioned floor a= m(ft') r. vvinuv°x` Description u.uFaumc om.u~ nao anGc: sHGc~o.oy o.o-Fwuoc om. u~noc onGo: aHoc~o,zo c u'nxuoc wm anoc: u ufpuor wm onsC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) o Wall Types Insulation Area Frame Wood, Exterior n~ 13o 1208.00n` Single-family-familyn u. Concrete Block '/mmsv. Exterior 41 e66.00nr 1 cn"me Wood, Adjacent n=/ao aonoon` owm n~ o' m Ceiling Types Insulation Area n« a.Under Attic ( Venxm) R~aou 301o0x` 2169 w/A n= n. o,N/A n~ o` Area 11Ducts u n` 1s«/ o«' a.Sup: Attic, ne/Attic, xH:Main a 430n 48.00 ftz 1o,Cooling systems komm, Efficiency ft2 1.224 ft. 0. 290 o Floor Types Insulation Area a.a|au-On-an= uoEdge Insulation n=oo en*nnn` u.noor over Garage n=1 1.0 n*r.no/p c.wm n= n" 1aHeating systems a, Electric Heat Pump 14.Hot water systems a. Electric u. Conservation features None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) nthis home before final inspection. Otherwise, anew EPLDisplay Card will becompleted based oninstalled Code |i Builder Signature: Date: 6/15/2018 Address cfNew Home: 38 levy own Loop City/FLZip: 32778 xemm, smuieoo Cap, ungallons Note: This ionot aBuilding Energy Rating. |fyour Index | abelow 7U` your home may qualify for energy efficient mortgage (EEK8)incentives ifyou obtain aFlorida EnorgyGeugeRating. Email Energy8ougotech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/15/ 2018 9:52 AM EnergyGauge@ USA - FlaRes2017 - Section R405.41 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 3877 CRAWLEY DOWN LOOP Permit Number: SANFORD, FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope, The building thermal envelope shall comply with Sections R402,4.1.1 and R402.4.1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1,1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402,4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(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 leakag(kVindows, 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. 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, 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 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope, 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 YC) 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 A . 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 515A 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. 6/1512018 9:52 AM EnergyGaugee 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($) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment, Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1 . R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following Criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor, R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, 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 MAXIMUN 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 An For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/15/2018 9:52 AM Ener-gyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.71.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403,7.1. R403.71.3 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), R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403. 10.1 through R403.10.5. R403.10.1 Heaters, The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 6/15/2018 9:51:37 AM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 wrightsoft, Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3877 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Design Conditions Job: LotlMensingtonReser.. Date: 7/25/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 27521 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.2°F Latent gain: 3973 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 31495 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 29937 Btuh 109% of load Latent capacity: 4726 Btuh 119% of load Total capacity: 34663 Btuh 110% of load SH R: 86% Design Conditions Outdoor design DB: 42.3°F Heat loss: 22078 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 148% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoft, 2018-Jun-15 09:41:40 Right-SuileO Universal 2018 18.0.13 RSU23828 Page I A(11(11K ...argoAGRNW1Lotl20KensingtonReserveLargoAGRNW.rup Calc = MJ8 House faces: NW Component Constructions Job: Lotl20KensingtonReser.. wrightsoft- Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project Information For: RYAN HOMES 3877 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Location: Orlando/Jetport, FL, US Elevation: 105 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor temperature (OF) Design TD (OF) Relative humidity Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 0.8 45.8 Simplified Semi -tight 0 Ml Construction descriptions Or Area Ll-value Insult R Htg HTM Loss CIg HTM Gain it, Btuhlftl-*F ft-F/Muh Btuh/ft' Btkj h % h /It' Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int frish, 2"W wood frm, 16" o.c. stud 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int tnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr 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 ft overhang (5 ft window ht, 1.17 ft sep.) , 6.67 ft head ht 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 ft window ht, 10.83 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); 2 ft overhang (8 ft window ht, 2 ft sep,), 6.67 ft head ht 2A-2om: 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 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht ne 349 0,091 13.0 2,52 880 2.85 994 se 225 0.091 13.0 2.52 567 2.85 641 sw 337 0.091 13,0 2.52 849 2.85 959 nw 195 0.091 13.0 2.52 492 2.85 555 all 1106 0.091 13.0 2.52 2788 2.85 3148 ne 323 0,201 4.1 5.57 1800 5.29 1712 se 199 0.201 4.1 5.57 1110 5.29 1055 sw 252 0.201 4.1 5.57 1403 5.29 1334 nw 55 0.201 4.1 5.57 308 5.29 293 all 830 0.201 4.1 5.57 4621 5.29 4394 332 0.091 13.0 2.52 837 1.45 482 ne 15 0350 0 9.69 145 22.0 330 se 15 0.350 0 9.69 145 21.4 321 sw 15 0.350 0 9.69 145 21.4 321 nw 45 0.350 0 9.69 436 22,0 989 all 90 0350 0 9.69 873 21.8 1961 ne 15 0.350 0 9.69 150 22.0 340 ne 16 0350 0 9.69 154 22.0 349 se 33 0.350 0 9.69 317 22.5 737 all 64 0.350 0 9.69 621 22.3 1426 se 48 0.620 0 172 824 28.8 1383 sw 12 0.350 0 9.69 116 21 A 254 wrights4oft, Right-SuiteD Universal 2018 18o13 RSU23828 2018-Jun-1 5 09,41 40 0 , ...argoAG , I I R N WkLot e120K n , s , ingtonReserveLargoAGRNW.rup Calc = MJ8 House faces: NW Page 1 Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" gypsum board int fnsh Floors 20P-11 t: Fir floor, firm fir, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth nw 24 0,390 0 10.8 259 12,0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 1301 0M2 30.0 0.89 1153 1.74 2263 397 0.078 MO 216 857 1.12 444 104 0,989 0 27.4 2835 0 0 wrilightsoft" 2018-Jun- 15 09,41 40 Right-SuiteO Universal 2018 18,0,13 RSU23828 Page 2 argoAGRNW\Lotl2OKensingtonReserveLargoAGRNW,rup Cale = MJ8 House faces: NW Project Summary Job: Lotl20KensingtonReser.. wrightsoft' Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3877 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Notes: L.S. 06-15-18 SRP Weather: Winter Design Conditions Outside db 42 OF Inside db 70 IF Design TD 28 OF Heating Summary Structure 18649 Btuh Ducts 3429 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 22078 Btuh Infiltration Orlando/Jetport, FL, US Summer Design Conditions Outside db 93 OF Inside db 75 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 21312 Btuh Ducts 6209 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 27521 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2462 Btuh Ducts 1512 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling pone) Area (ft2) 2169 2169 Equipment latent load 3973 Btuh Volume (ft3) 18852 18852 Air changes/hour 0.28 0,15 Equipment Total Load (Seril 31495 Btuh Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 IF Backup: 8.5 HSPF 32600 Btuh @ 470F 26 IF 1160 cfm 0.053 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN- JANITROL; AMANA DISTI... Cond GSZ140361k Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VWriigt1t:L-.C)0ft- 2018-Jun-I 5 09AIA0 Right-SuiteO Universal 2018 18,0,13 RSU23828 Page 1 argoAGRNW,,Lotl2QKensingtonReserveLargoAGRNW.rup Calc = MJ8 House faces: NW d.i. 9- wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lott 20Kensingto n Reservet.... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 ft 3 Room height 8.5 ft 9.3 ft heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2205.8 ft2 480.0 ftz Ty Construction U-value Or HTM Area (w) Load Area (fv) Load number BtutVft2-'F) 13t ft2) or perimeter (ft) Bt h) I or perimeter (ft) 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG12C-Osw 0,091 ne 2.52 2,85 364 349 880 994 0 0 0 0 2A-2om 0.350 ne 9,69 21.97 15 0 145 330 0 0 0 0 Elk wall, s 0.201 ne 5.57 5.29 355 323 18W 1712 149 118 657 625 T=13A-2ocs 2A-2om 0.350 ne 9.69 21.97 15 0 150 340 15 0 150 340 11 2A-2orn 0.350 ne 9.69 21.97 16 0 154 349 16 0 154 349 t--G 12C-Osw 0091 se 2.52 285 240 225 567 641 0 0 0 0 2A-2orn 0'.350 se 9.69 21.42 15 1 145 321 0 0 0 0 V613A-2ocs Blk wall, s 0.201 se 5.57 5.29 280 199 1110 1055 280 199 1110 1055 2A-2orn 0.350 se 9,69 22.54 33 0 317 737 33 0 317 737 2A-2omd 0.620 se 17.17 28.80 48 8 824 1383 48 8 824 1383 Ir::2 12C-Osw 0.091 sw 2.52 2.85 364 337 849 959 0 0 0 0 2A-2om 0,350 sw 969 21.14 12 1 116 254 0 0 0 0 2A-2om 0,350 w 169 21.42 15 1 145 321 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 sw 5,57 5.29 252 252 1403 1334 149 149 831 791 t-G 12C-Osw OD91 nw 2.52 Z85 240 195 492 555 0 0 0 0 2A-2om 0.350 rw 9.69 21.97 45 0 436 989 0 0 0 0 t-0 13A-2ocs Elk wall, s 0.201 nw 5.57 5.29 79 55 308 293 0 0 0 0 11DO 0.390 nw 10.80 12 03 24 24 259 289 0 0 0 0 1--D 2C-Osw111DO 0091* 252* 1.45 350 332 837 482 0 0 0 0 03% n 10.80 12,03 18 18 193 215 0 0 0 0 C 16B-30ad 0.032 0,89 11.74 1301 1301 1153 2263 0 0 0 0 F 2op-lit 0.078 2.16 1.12 397 397 857 444 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 1 01 60 Envelope loss/on 15979 16259 5742 5339 12 a) Infiltration 2670 904 711 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 3000 600 Subtotal (lines 6 to 13) 18649 21312 6453 7100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18649 21312 6453 7100 1151 Duct loads 1 181% 3429 6209 15'/6l 2 8% 1 9611 19881 Total room load 1 22078 27521 1 741411 9088 Air required (cfm) 1160 1160 390 383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- 2018-Jun-1 5 09:41:40 Right-SuiteO Universal 2018 18,0.13 RSU23828 Page 1 IrgoAGRNW\Lotl2OKensingionReserveLargoAGRNW.rup Calc = MJ8 House faces: NW da.. 74- wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.GOM Job: Lott 20Kensington ReserveL... Date: 7/2512015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pdr 8.0 ft 9.3 It heat/cool 4.5 x 8.0 It 36.0 ft2 mud rm 0 ft 9. 3 ft heal/cool 6.0 x 6.0 ft 36.0 W Ty Construction number U-value Btuh/ tt1-*F) Or HTIVI Btuh/ W) Area ( ftj or perimeter (ft) Load Btuh) Area yt2 or perimeter (It) Load Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 *1 VL. G 12C- Osw 2A- tom 13A- 20cs Blk wall, s 2A-2om 2A- 2om 12C- Osw 2A- tam 13A- 2ocs Blk wall, s 2A-2om 2A- 2omd 12C- Osw 2A- 20m 2A- 2om 13A- 2ocs Blk wall, s 12C-Osw 2A- 2orn 1 3A-2ocs Blk wall, s 1ID0 1w 2C- Os 11DO 16B-30ad 20P- 11t 22A-tpl 0.091 0350 0, 201 0. 350 0,350 1 0. 091* 0, 3500.201 0.350 0.620 0.091 0.350 0.350 0.201 0,091 0,350 0.201 0.390 0.091 0.390 0.032 0.078 0,989 ne ne ne ne ne se se se se se sw sw sw sw nw, rw nw, nw n 2. 52 9. 69 5.57 9,69 9.69 252 9. 69 5. 57 9.69 17,17 2,52 9.69 9.69 5.57 2,52 9.69 5.57 10.80 2,52 10.80 0.89 2.16 27.40 2.85 21.97 5.29 21.97 21.97 2.85 21.42 5.29 22.54 28.80 2.85 21.14 21.42 5.29 Z85 21. 97 5. 29 12.03 1.45 12.03 1.74 1.12 0.00 0 0 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 416 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219 0 0 395 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 79 18 0 0 36 1 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 61 18 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 312 0 0 0 0 155 193 0 0 164 0 0 0 0 0 0 0 0 0 0 0 0 0 297 0 0 0 0 89 215 0 0 0 t_ G W t-(,, t D L 4:) C F F 6 c) AED excursion 1 321 1 1 -47 Envelope loss/gain 635 363 8241 554 12 a) Infiltration b) Room ventilation 92 0 31 0 69 0 23 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 01 0 0 0 Subtotal ( lines 6 to 13) 727 395 893 577 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 15% 289/6 0 0 0 727 1081 0 0 0 395 110 15% 1 28% 0 0 0 893 133 0 0 0 577 162 Total room load Air required (cfm) 835 441 5051 21 11026 54, 739 31. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right-SuiteO Universal 2018 18,0,13 RSU23828 2018-Jun-15 09: 41:40 Page 2 argoAGRNW\Lotl20KensingtonReserveLargoAGRNW. rup Calc = MJ8 House laces: NW d 1 77 wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot I Men sington ReserveL Date: 7/25/2015 By: FJF I Room name kitchen mstr (M 2 Exposed waft 27.5 ft 30.5 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 352.5 ft 352.5 ft2 1.0 x 251.5 ft 251.5 ft2 Ty Construction u-value Or HTM Area (ft Load Area (ft2) Load number BtutVft2-'F) Bt Ift2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 136 136 343 387 2A-tom 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0 131k wall, s 0.201 ne 5.57 5.29 131 131 728 692 0 0 0 0T= 13A-20cs 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 it 2A-2om 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0 t__G 12C-Osw 0.091 se 2.52 2.85 0 0 0 0 108 93 234 265 2A-2om 0,350 se 9.69 21.42 0 0 0 0 15 1 145 321 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A,2omd 0.620 se 17.17 28.80 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9,69 21.14 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9,69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 47 47 260 247 0 0 0 0 t-(,• 12C-Osw 0.091 rrw 2152 2,85 0 0 0 0 0 0 0 0 2A-2om 0350 nw 9,69 21.97 0 0 0 0 0 0 0 0 t__o 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 79 55 308 293 0 0 0 0 11DO 0.390 nw 10.80 12,03 24 24 259 289 0 0 0 0 12C-Osw 0,091 2.52 1.45 271 271 682 393 0 0 0 0 11DO 166-30ad 0390 0.032 n 10.80 0.89 12.03 1.74 0 0 0 0 0 0 0 0 0 252 0 252 0 223 0 437C F 20P_11t 0.078 2,16 1A2 0 0 0 0 0 0 0 0 F 22A-tpl 0M9 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 1 2411 8 Envelope loss/gain 1 2990 16731 946 1403 12 a) Infiltration 315 1071 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3306 2979 12451 2334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 29791 1245 2334 15 Duct loads 1 15%1 289% 1 493 834 24% 1 W% 297 708 Total room load I 1 1 3798 3814 1 1542 30431Airrequired (ctm) 2001 1611 811 128 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun- 15 09:41:40 Right-SuiteO Universal 2018 18,0,13 RSU23828 Page 3 rgoAGRNW\Lotl20KensingtonReserveLargoAGRNW.rup Calc = MJ8 House faces: NW wrightsofts Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot120KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room dame rm 3 wic rm 2 2 Exposed wall 12.0 It 7.0 It 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 7.0 x 5.0 it 35.0 f12 1.0 x 149.8 it 149.8 ft2 Ty Construction U-value Or HTM Area (W) Load Area (III Load number BtuWtt °F) BtufUft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C-0sw 0.091 ne 2,52 2.85 40 40 101 114 20 20 50 57 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0G 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 yf L-G 12C-Osw 0,091 se 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0 Imo_ ja 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0.620 se 17.17 28.80 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.52 2,85 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9.69 21.14 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 V)/ 12C-Osw 0.091 nw 2.52 2.85 56 56 141 159 36 21 53 60 t___(, 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 15 0 145 330 t-D 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 11D0 0.390 nw 10.80 12.03 0 0 0 0 0 0 0 0 R D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0 c 166-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 20P-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 311 1104 Envelope loss/gain 349 342 562 905 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 467 382 631 928 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 382 631 928 1151 Duct loads 1241% 301% 111 116 24% 30% 150 282 Total room load 578 498 781 1209 Air required (cfm) 30 21 41 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 l.h wrighta.fifiC 2018-Jun-15 09:41:40 1 ^ °,•. M,.,- ^-•- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4 argoAGRNW1Lotl20KensingtonReserveLargoAGRNW,rup Calc = MJ8 House faces: NW 11 f 9w wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lott 20Kensington ReserveL Date: 7125/2015 By: FJF I Room name rm 3 bth 1 2 Exposed wall 25.0 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 14.5 x 10.5 ft 152.3 f12 11.0 x 5.5 ft 60,5 ft2 Ty Construction number U-value BtutVftl-'F) Or HTM Btuh f12) Area (ft2 or perimeter (ft) Load Bt h) Area (09 or perimeter (ft) Load Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat I Cool 6 Vfl 12C-Osw 2A_2. 13A-2ocs Blk wall, s 0.091 0,350 0,201 ne ne ne 2.52 9.69 5.57 2.85 21,97 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I'l 2A-2om 2A-2orn 0.350 0.350 ne ne 9.69 9.69 21.97 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 12C-Osw 2A-2om 13A-2ocs Blk wall, s 0,091 0.350 0.201 so se se 2.52 9.69 5.57 285 21.42 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2orn 2A-2omd 0.350 0.620 se se 9.69 17.17 22.54 28.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2onn 2A-2om 0M1 0.350 0.350 sw sw sw 2.52'52 9.69 9,69 2.85 21.14 2142 84 0 0 84 0 0 212 0 0 239 0 0 44 0 0 44 0 0 ill 0 0 125 0 0 W 13A-2ocs Blk wall, s 12C-Osw 0.201 0.091 sw nw 5.57 2.52 5.29 2.85 0 116 0 86 0 217 0 245 0 0 0 0 0 0 0 0 yJ D 2A-2orn 13A-2ocs 61k wall, s 11DO 0,350 0.201 0.390 nw nw rTw 9.69 5.57 10.80 21,97 5.29 12.03 30 0 0 0 0 0 291 0 0 659 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2C-0sw I0.091' 2.52 1.45 0 0 0 0 0 0 0 0 11DO 166-30ad 0.390 0,032 n 10.80 0.89 12.03 1.74 0 152 0 152 0 135 0 265 0 61 0 61 0 54 0 105C F 20P_11t 0.078 2.16 112 152 152 329 170 61 61 131 68 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 66 c) AED excursion 208 24 Envelope loss/gain 1183 1786 295 275 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1429 1869 349 293 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1429 1869 349 293 15 Duct loads 24% 30% 1 341, 56711 241% 301% 1 1 Total room load 17701 24361 1 1 4331 382 Air required (cfm) 931 103 23 16 Calculations approved by ACCA to meet all requirements of Manual J 8th E& 2018-Jun- 15 09:41:40 Right-SuifeO Universal 2018 18,0,13 RSU23828 Page 5 rgoAGRNW\Lotl20KensingionReserveLargoAGRNW.rup Calc = MJ8 House faces: NW A., 9- wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISGO WAY, SANFORD, FL 32771 none: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lotl 20Kensington ReserveL Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 It 11'0 If 3 Room height 8.0 It heat/cool 8.0 ft heat/coo( 4 Room dimensions 6.5 x 5.5 ft 1.0 x 132.3 ft 5 Room area 35.8 ft2 132.3 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number BtulVft2-IF) Bt ft--) or perimeter (ft) Bt h) or perimeter (it) Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 2A-2orn 0.350 ne 9.69 21,97 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A-2orn 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0 1*1 2.A-2om 0.350 ne 9.69 211.97 0 0 0 0 0 0 0 0 yf 12C-Osw 0,091 se 2,52 285 0 0 0 0 0 0 0 0 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5.57 5,29 0 0 0 0 0 0 0 0 2A-2orn 0,350 se 9.69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0.620 se 17.17 28.80 0 0 0 0 0 0 0 0 12C-Osw 0M11 sw 2.52 2.85 44 44 ill 125 88 73 184 208 2A-2orn 0.350 sw 9.69 21,14 0 0 0 0 0 0 0 0 2A-2om 0,350 sw 9.69 211.42 0 0 0 0 15 1 145 321 W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 rrw 2,52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 ryw 9.69 211.97 0 0 0 0 0 0 0 0 13A-20cs Blk wall, s 0.201 rrw 5.57 5.29 0 0 0 0 0 0 0 0 11DO 0,390 nw 10.80 12.03 0 0 0 0 0 0 0 0 Ff 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 16B-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 36 0 36 0 32 0 62 0 132 0 132 0 117 0 230C F 20P-11t 0.078 2,16 1.12 18 18 38 20 0 0 0 0 F 22A-tpl 0M9 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 621 1 99 Envelope loss/gain 180 145 447 858 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 234 764 555 895 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 764 555 895 15 Duct loads 1 249/6 30% 1 56S" 2321 24% 301% 132 2T2] Total room bad 2901115 9951 687 Air required (ctm) 42 36 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-1 5 09:41:40 Right-SuileO Universal 2018 18,0,13 RSU23828 Pae 6 AttK argoAGRNW\'L'o'tl20KensingtonReserveLargoAGRNW.rup Calc = MJ8 House faces: NW g j 1. 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.DEL-AIR,COM Job: LoMOKensingtonReservet_... Date: 7/25/2015 By: FJF I Room name mstr bin mstr wic 2 Exposed wall 22.0 It 7.5 it 3 Room height 8.0 it heat/cool 8,0 it heat/cool 4 Room dimensions 1.0 X 111.0 it 7.5 x 5.0 ft 5 Room area 111.0 112 37.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (W) LOW number BtulVft2-OF) Elt fv) or perimeter (it) Bt h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal CoalI_ 6 t--G 12C-0sw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0 Blk wall, s 0.201 no 5.57 5,29 0 0 0 0 0 0 0 0 T=13A-2ocs 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11 2A-2om 0.350 ne 9,69 21.97 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 se Z52 285 72 72 181 205 60 60 151 171 2A-2orn 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 0.201 se 5,57 529 0 0 0 0 0 0 0 0 2A-2om 0,350 se 9,69 22.54 0 0 0 0 0 0 0 0 2A-2omd 0,620 se 17.17 28.80 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.52 2.85 104 92 232 262 0 0 0 0 2A-2om 0.350 sw 9.69 21.14 12 1 116 254 0 0 0 0 2A-2orn 0,350 sw 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs 81k wall, s 0201 sw 5.57 5.29 0 0 0 0 0 0 0 0 t-0.091G12C-Osw 0I rrw Z52 Z85 0 0 0 0 0 0 0 0 2A-2om 0350 rrw 9.69 21.97 0 0 0 0 0 0 0 0 t-D 13A-2ocs Blk wall, s 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 11DO 0.390 rrw 10.80 12.03 0 0 0 0 0 0 0 0 I 2C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.89 1.74 ill ill 98 193 38 38 33 65 F 20P-llt 0.078 2.16 1,12 0 0 0 0 0 0 0 0 F 22A-tpi 0,989 27.40 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 57 20 Envelope loss/gain 628 971 184 217 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 844 1044 258 241 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 844 1044 258 241 15 Duct loads 1 24% 301% 201 3171 241% 309/61 621 73 Total room load 1 1046 1361 3201 315 Air required (cfm) 551 571 171 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-15 09:41 40 Right-SuileO Universal 2018 18.0.13 RSU23828 Page 7 argoAGRNW\Lotl20KensingtonReserveLargoA(3RNW,rtip Calc=MJ8 House taces:NW A.1- 9- 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.DEL-AIR.COM Job: Lott 2011(ensingtonReservet_... Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 If heat/cool 4 Room dimensions 5.5 x 4.5 It 5.5 x 4,0 ft 5 Room area 24.8 tt2 22.0 IV Ty Construction U-value Or HTIVI Area (W) Load Area (fr) Load number BtuWftl-'F) St ft2) or perimeter (ft) Bt h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2. 0.091 0.350 ne ne 2.52 9.69 2.85 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 1 T=13A-2ocs 2A-2orn 2A-2orn 0.350 0.350 ne ne 9.69 9.69 21.97 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 2,52 2,85 0 0 0 0 0 0 0 0 2A-2orn 13A-2ocs Blk wall, s 0.350 0.201 se se 9,69 5.57 21.42 5,29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A -2omd 0.350 0.620 se se 9.69 1T17 22.54 28.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-morn 0.091 0,350 sw sw 2.52 9.69 2.85 2114 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 W 13A-2ocs Blk wall, s 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 rrw 2.52 2.85 0 0 0 0 0 0 0 0 t--D 2A-2orn 13A-2ocs Blk wall, s 11DO 0.350 0.201 0.390 rrw nw rrw 9.69 5.57 10.80 21.97 5.29 12.03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f1_D1w2C-Os 0'091 2.52 1.45 0 0 0 0 0 0 0 0 111130 16B-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 25 0 25 0 22 0 43 0 22 0 22 0 20 0 38C F 20P_l1t 0.078 2.16 1,12 0 0 0 0 0 0 0 0 F 22A-tpl 1 0M9 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 31 1 -3 Envelope loss/gain 22 40 20 35 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 22 40 201 35 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 20 35 Duct loads 1 24%1 30% 5 12 24%1 301% 5 r15 Total room load I 1 27 52 1 24LA 46 Air required (cfm) 1 21 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-I 5 09:41:40 Right -Suite® Universal 2018 18,0.13 RSU23828 Page 8 rgoAGRNW\Lotl20KensingionReserveLargoAGRNW.rup Calc=MJB House faces: NW 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.DEL-AIR.COM Job: Lot 120KensingtonReservel- Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 289.0 It 5 Room area 289.0 W Ty Construction U-value Or HTM Area (f12) Load Area Load number Btuhrft1- °F) Btuh/ft=) or perimeter (ft) Btuh) or perimeter Heat Cool Grass N/P/S Heat Cool Gross N/P!S Heat Cool 6 y( G 12C-Osw 0,091 ne 2.52 2.85 168 153 386 436 2A-2om 0.350 ne 9.69 21.97 15 0 145 330 13A-2ocs Blk wall, s 0.201 ne 5.57 5.29 0 0 0 0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 11 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 yl 12C-Osw 0.091 se 2.52 2.85 0 0 0 0 2A-2om 0.350 se 9.69 21.42 0 0 0 0G 13A-2ocs Blk wall, s 0.201 se 5.57 5.29 0 0 0 0 2A-2om 0.350 se 9.69 22.54 0 0 0 0 2A-2omd 0.620 se 17.17 28.80 0 0 0 0 12C-Osw 0.091 sw 2.52 2,85 0 0 0 0 2A-2om 0.350 sw 9.69 21.14 0 0 0 0 2A-2om 0.350 sw 9.69 21,42 0 0 0 0 W 13A-2oacs Blk wall, s 0.201 sw 5.57 5,29 0 0 0 0 yt 12C-Osw 0,091 rnv 2.52 2.85 32 32 81 91 t ___ 2A-2om 0.350 rm 9.69 21.97 0 0 0 0 13A-2ocs Blk wall, s 0.201 nw, 5.57 5.29 0 0 0 0 i t DO 0.390 nw 10.80 12.03 0 0 0 0 R t-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 C 16B-30ad 0.032 0.89 1,74 289 289 256 503 F 20P-11t 0.078 2,16 1,12 48 48 104 54 F 22A-1pl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 1-60 Envelope loss/gain 972 1353 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1217 1436 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1217 1436 15 Duct loads 24 % 301! 290 436 Total room load 1508 1872 Air required (cfm) 79 79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrlghtsotwt 2018-JUn1509:4140 Right-SuiteO Universal 2018 18.0,13 RSU23828 Page 9 4G A...argoAGRNWiLotl20KensingtonReserveLargoAGRNW.rup Calc -- MJ8 House faces: NW 9 Duct System Summary Job: LotlMensilngtonftser... wrightsoft, Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3877 CRAWLEY DOWN LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1160 cfm Cooling 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 1160 cfm 119 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bth 1 h 433 23 16 0.237 4.0 0X0 VlFx 16.1 85.0 SO great rm h 3707 195 192 0.208 8.0 Ox 0 VlFx 23.2 92.0 st2 great FM -A h 3707 195 192 0.218 8.0 OX0 VlFx 18.0 92.0 st2 kitchen h 3798 200 161 0.218 8.0 OX0 VlFx 18.0 92.0 st2 laundry c 995 15 42 0.235 4.0 Ox 0 VlFx 16.9 85.O stl loft h 1508 79 79 0.295 5.0 OX0 VlFx 11.3 70.0 mstr bith c 1361 55 57 0.295 5.0 Ox 0 VlFx 11.3 70.O mstr rm c 3043 81 128 0.304 8.0 OX0 VlFx 9.1 70.0 mstr we c 46 1 2 0.304 4.0 OX0 VlFx 8.9 7U mstr wic h 320 17 13 O.294 4.0 Ox 0 VlFx 11.6 7U mstr wic int c 52 1 2 0.326 4.0 OX0 VlFx 3.5 70.0 mud rm h 1026 54 31 0.212 4.0 Ox 0 VlFx 21.3 92.10 st2 pdr h 835 44 21 0.202 4.0 Ox 0 VlFx 27.1 92.0 st2 rm 2 C 1209 41 51 0.232 6.0 OX0 VlFx 18.4 85.O stl Fro 3 c 2436 93 103 O.227 6.0 0X0 VlFx 20.8 85.O SO rm 3 wic h 578 30 21 0.209 4.0 OX0 VlFx 29.8 85,0 stl rm 4 c 1166 36 49 0300 6.0 OX0 VlFx 101 70.0 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) F R f pm) in) in) Material Trunk st2 Peak AVF 687 596 0.202 643 14.0 0 X 0 VinlFlx SO Peak AVF 202 233 0.209 527 9.0 0 x 0 VinlFlx wrightsoft, 2018-Jun-1 5 09:41:41 Right-SuiteO Universal 2018 M013 RSU23828 Page 1 ACA::k ,,argoAGRNW\Lotl20KensingionReserveLargoAGRNW,rup Calc = MJ8 House faces: NW Name Grille Size (in) Htg cf m) Gig cf m) TEL ft) Design FIR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk— rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx wrightsoft, 2018-Jun-15 09:41:41 Right-Suiteg Universal 2018 18.0.13 RSU23828 Page 2 04CQl...argoAGRNW\Lotl20KensingtonReserveLargoAGRNW.rup Calc = M,18 House faces: NW 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lotl20KensingtonReserveLargoAGRNW Builder Name: RYAN HOMES Street: 3877 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend beh6na U*pipo ano viring- 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 beLUgian fice sodnkler cover plales and Walls or ceilin a. In addition, inspection of log walls shall be in accordance with the provisions, of ICC-400. 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 f 16'x12' 190 j i 0 14xa iwcd 14x lw d 4' a a g bath duct r s• 741Culi o roof cap_ _ i 160 14x8 iwcd 3 fan III ax4 iwcd utone 696RNB Y III 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Transfer ducts/grities sized in A/C compliance with Florida Residential AD Building Code - M1602.4 Botonced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. N 7'kitchen vent to roof cap 2 CAR GARAGE w-e ac. W',O' X T_V 1%W Builder will need to provide a/c duct chase SAWee awe4wu 44q s-aw 81x5 lmcd j y• O'fN88.3 571ff& 0'1"S BATE I 10x6 iwcd I 5' 3' loath duct 14' Sx4 we S to roof cap18x18rag 5 w/fanq. w= Nutone 696RNB 14x8 iwcd 130 re m 50 6 10x6 iwcd 80 20x6 wait rag r.e ml lw 18. 40 3=4'duct x4 iwc • cnpventI box 50 10x6 iwcd r.m 3' bath duct 4-, 115r' to roof cap MIS mat rag 8x4 iwcd W / f an Nutone 696RNB 79T 20x6 wail rag 105 259M, r-0 as 10x6 lwcd 20 rVIA Flit 8x4 iwcd 3.0 TON Y/8KW R240V SPH 18x13 plen platform by bldr scale d/8'=1'0' Rating Z_ Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Ail duct has an r=6 Insulation value. 0 O > S3 Q l'S CL N m Z V) O I.0 w o Li LLJ LIJ V z LLJ0Ln Q V CD Q z z m 0 to Q o z cu I d( J Yr-'lL z O M w z tt- I rn O :D t Q Q m M_j U) 0 0 1-Aro dam ICC7v-s 1 P) &:T,)/-t) Ij lj 10 .'1 LO-T 1 A- dyantage Plumbing, Inc VO vr, S g ,. naturetA, 1") I I- VV 'd 4TV/ RM DESCRIPTION AS FURNISHED: Lot 120, KENSINGTON ESERVE, os recorded In Plot Book 87, Pages 86 through 92, Public Records of Seminole County, Florida.r PLOT PLAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc. LOT 122 S 40013'15" W I r)nl 41.80' 41.80' LOT 120 ABC 5. 00' 30.0' LOT 121 tEj 4( LOT 119 0) PROPOSED MODEL LARGO VS I - A ry GARAGE RIGHT 06 SP 8, 7' TRY jt Ok to construct single family home 16 DRIVE 5,00' with setbacks andpervious area shown on plan. 0 6 0/. rlA, io. Larp 25.20 ?5.20' M - 6 1 0' UTL. ESMT, WALK S 40*13'15" W 40. 00' CRA IVL E Y DO IVIV -LOOP k.'J 50' PRIVATE RIW) PROPOSED = FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY 9"] QIYSET Q ICK , AS FUPI 1 51-IFLI PER DRAINAGE PLANS PROPOSED PLOT PLAN AREA CALCULATIONS FRONT 25 REAR 20' DRAINAGE FLOWIMPERVIOUSCOVERAGE = 1,877± SQUARE FEET OR 40.87. SIDE - 5' FOR 40' LOTS LOT GRADING TYPE 6 PROPOSED FINISH I FLOOR PER PLANS = J2, 0, LOT CONTAINS 4,600-k SQUARE FEET LIVING AREA CONTAINS 1,35J.* SQUARE FEET SIDE = 7. 5' FOR 60' LOTS SIDE = 10' FOR 75' LOTS CONE LANAI CONTAINS 524± SQUARE FEET SIDE STREET = 25' CRUS,EjVAfErE_ R -SCOTT & ASSOC, INC - LAND LEGEND - LEGEND P PLAT PILL 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1,1,36 POINT ONLINEFFIELD TYP. • TYPICAL NOTES: I.P. RON PIPE PRZ POINT REVERSE UR 11P, !RON ROD FIC.C. POINT OF C.,,UD=,URE, I. THE UNDERSIGNED DOES HEREOY CERTIFY THAT THIS SURVEY MEEK THE STANDARDS Of PRAGECC SET FORTH By THE FLORIUA 0 or M0111EIT e DOW 0 CONCRETE RAD, NON -RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER _J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 47ZO27, FLORIDA SrAlurs SET I.R. /2' IR. ./*LB 4596 NIR. ON -RADIAL 2, UNLESS FMBQ,;SED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVEREDM.P. WITNESS POINT J. MIS SURVEY WAS PREPARPO FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY OF OTHER RESTRICTIONS PD, B. POINT INT OFBEGINNING CM.C, • CALCULATED O(R THAT AFFECT 1HIS PROPERTY. POINT OF COMMENCEMENT PJYH, PERMANENT REFERENCE MONUMENT 4 M, IS C E UNDERGROUND IMPROVEMENTS RAW BEEN LOCATED UNLESS OTHERWISE SHOWN, CENTERLINE Fs.FINISHED FLOOR ELEVATION N&D NAIL t DISK D.S.L. • BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE .50(E BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER YNTHY P" RIGHT- OF-WAY ILH • ICNCHH RK B. QIMCNSION' SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, ESHT, EASE. EHT B.D. BASEBEARING 7, BEARINGS, ARC BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (13,0) DRAIN DRAINAGEUTIL. UTILITY 8, ELEVATIONS, IF SHOWN, ARE .`LASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CLFC, a CHAIN LINK FENCE P. CERTIFICATE OF AUTHORIZATION No. 4596. WRFC, v WOOD FENCE .0 C/ B • CONCRETE BLOCK P C, • POINT Of CURVATURE SCALE I, T, PPINT OF TANGENCY DFSC. 0 SC CERTIFIED BY" DATEORDER Na. R RADIUS 1• ARC LCHOTH PLOT PLAN 06-1 CDE TA CHORD E.B. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" T X. RUSENM ER, RSS. j 4714 DSef ZONEY. MAP # t2117COO90F (09-28-07) J,&AM. SCOTT, R.L.S # 4801 Wy City of Sanford Building and Fire Prevention 1"q(" Permit#— #1 a- 3106 Project Location Address 9-7 cation Form 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.floridabuildin-g.or -g. 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 Descqetion_ Florida Approval # include decimal 1. Exterior Doors Swfn *In Sliding Therma Tru Ply Gem Smooth Star 4780 SGID 20461 -R3 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R12 Roll_pp_ Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # including decimal)_ 3. Panel Walls Description Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla (ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc, MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category f Subcategory 5. Shutters Accordion Bahama Colonial Roll up Manufacturer Description Product include Florida Approval # dectTAI)_ 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 AM woo Aml KOOF TRUSISES p FLORIDAiy O#w Pi d O1 f f 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT. RESERVE COUNTY: SEMINOLE MASTER#: W RCLG 1 A9 i Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCLGIA9 JOB #72571 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #120 Model: LARGO v1 "A" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, if there is one, for the building, Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -97 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, 1 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 A0033311 A01 3/30/18 13 A0033323 CJ5 3/30/18 25 A0033335 FL09 3/30/18 2 A0033312 A02 3/30/18 14 A0033324 E01 3/30/18 26 A0033336 FL10 3/30/18 3 A0033313 A03 3130/18 15 A0033325 FG01 3/30/18 27 A0033337 FL11 3/30/18 4 A0033314 A04 3/30/18 16 IA0033326 FG02 3/30/18 28 A0033338 FL12GE 3/30/18 5 A0033315 A05 3/30/18 17 IA0033327 FL01 3/30/18 29 A0033339 HJ2A 3/30/18 6 A0033316 A06 3/30/18 18 IA0033328 FL02GE 3/30/18 30 A0033340 HJ3A 3/30/18 7 A0033317 B01 3/30/18 19 IA0033329 FL03 3/30/18 31 A0033341 HJ7 3/30/18 8 A0033318 802 3/30/18 20 A0033330 FL04 3/30/18 32 A0033342 J2A 3/30/18 9 A0033319 B04 3/30/18 21 A0033331 FL05 3/30/18 33 A0033343 J3A 3/30/18 10 A0033320 CA 3/30/18 22 A0033332 FL06G 3/30/18 34 A0033344 J7 3/30/18 11 IA0033321 I CAA 3/30118 23 A0033333 I FL07GE 3/30/18 35 A0033345 I M7G 3/30/18 12 A0033322 I CJ3 3/30/18 24 A0033334 I FL08 3/30/18 1[36 A0033346 VM3 3/30/18 the truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo NI My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional ibt{{itllff lT. TO, fle, engineering responsibility solely for the truss components shown. 4; t r The suitability and use of components for any particular building is the responsibility of the 11f""4"•". 4•"+ Sw". building designer, per ANSIfTPE-1 Sec. 2. M* R•,, sR j°a The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the a " ! O 60063 construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof 40 •" Trusses or specific location]. These TDDs (also referred to at times as 'Structural Digitally signed Engineering Documents') are specialty structural component designs and may ptMaf 11 1deferredAsaTrussDesignEngineerSpecialTt (l Efi` T. Tombo, ill • t + W/ DN: ru5, st-Fioriipro]ecfs or phased submittals. (i.e., Pierce, e=Whole Ho * • Engineer], the seal here and on the TDD represents an acceptance of professional T borengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDotyy. T Engineering,cn-Anth e.,w " , Tombo, III, ` Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs all AnthonrcTvmbagtfktP.E" trelatednotes, j t Date: 2018,03,3014:04,51 04' 00 3BBCA221GO00G0004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPl 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. j MTRUSSES A FLORIDA CORPORATION RE: Job WRCLG1A9 No. Seal # Truss Name Date 37 A0033347 VM5 3/30/18 38 STDI-01 STD. DETAIL 3/30/18 39 STDI-02 STD. DETAIL 3/30118 40 STDI-03 STD. DETAIL 3/30/18 41 STDI-04 STD. DETAIL 3/30118 1:42 STDI-05 STD. DETAIL 3/30/18 43 STDI-06 STD. DETAIL 3/30/18 44 STDI-07 STD. DETAIL 3/30/18 45 STDI-08 STD. DETAIL 3/30/18 46 STDI-09 STD. DETAIL 3/30/18 47 STDL10 STD. DETAIL 3/30/18 48 STDL11 STD. DETAIL 3/30/18 149 STDL12 STD. DETAIL 3/30/18 50 STDL13 STD. DETAIL 3/30/18 51 STDL14 STD. DETAIL 3/30/18 52 STDL15 STD. DETAIL 3/30/18 DETAIL 13130/18 M WRAG1A9 IA01 I Hip Girder A0033311 if Trusses, Fort Pierce, FL 34946, design@a1trusscorn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:40 2018 Page 1 ID:hA3xRN7kH8GY-sQsevney2zOBnp-caqP?bml4o_Unewg79XLyCMiS93PnoCQOp7RGizVmqP 7-0-0 12-4-9 17-7-7 3-0 32- 00-0-0 -ir--o 5-4-9 5-2-13 5-4-9 7-0-0 l01T Dead Load Deft. = 5/16 in 13 27 28 12 29 30 11 31 10 32 33 9 5X8 2x4 11 WO -- 5x 10 MT20HS -- 2x4 11 5X8 3x8 7- 0-01 1 12- 4-9 i 17- 7-7 ,-1- 1 1123-0-0 i 30- 0-0 54- 67- 5-2-13 5-4-9 7-0-0 Plate Offsets (x1-Y-)_--- 2-.0-0-- -1-6],[3:0-5-1270-2-81,L6:0-5-1 2,0-2-8],[7:0-0-0,0-1-51,[10.0-3-8,0-1-SI LOADING ( p s 0 SPACING_ 2-0-0 C S1. I DEFL. in (I oc) I /defl L/ d i PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.28 10-12 999 360 MT20 2441190 TCDL 10,0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.56 10-12 644 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n1a BCDL 10-0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.34 10-12 999 240 Weight: 164 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No,3 WEDGE Left: 2x4 SP N0.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 241-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. 4iTe- krecommends that Stabiilizers - - and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 2494/ 0-3-8 (min. 0-2-1) 7 2494/ 0-3-8 (min. 0-2-1) Max Herz 2 59( LC 9) Max Uplift 2 893( LC 4) 7 = 893( LC 5) Max Grav 2 = 2494( LC 1) 7 2494( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 5141/1869, 3-20=-6369/2382, 20-21 =- 636912382, 4-21 =-6369/2382, 4-22=- 636912382, 22-23=-6369/2382, 23-24=- 6369/2382, 5-24=-6369/2382, 5-25=- 6390/2392, 25-26=-6390/2392, 6-26=- 6390/2392, 6-7=-513711868 BOTCHORD 2- 13=- 1633/4653, 13-27=-1631/4669, 27-28=- 1631/4669, 12-28=-1631/4669, 12-29=- 2276/6390, 29-30=-2276/6390, 11 -30=- 2276/6390, 11-31 =-2276/6390, 10-31 =- 227616390, 10-32=-1636/4665, 32-33=-1636/4665, 9- 33=-1636/4665, 7-Q=-112'AA1APAQ WEBS 3-13=0/505, 3- 12=-73912062, 4-12=-6901480, 5-10=- 701/479, 6-10=-752/2090, 6- 9=0/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It: Exp C; EncL, GCpi=O, 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1 .60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except (jt=lb) 2=893, 7=893. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 In down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11- 0-12, 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11 A, and 123 In down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23- 0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 881b down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11 A, and 365 In down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25, Plate Increase= 1.25 Uniform Loads (plo Vert: 1- 3=-60, 3- 6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Verl: 3=- 1 93(F) 6=-1 93(F) 13=-365(F) 9=-365(F) 20=-1 23(F) 21 =- 1 23(F) 22=-1 23(F) 23=-I 23(F) 24=-1 23(F) 25=- 1 23(F) 26=-1 23(F) 27=-70(F) 28=-70(F) 29=-70( F) 30=-70(F) 31 =-70(F) 32=-70(F) 33=-70( F) 11, i-ix' V" 0 ' ' d W r. In 4 -04 Ji!' 7- (0"" 1"' 4, *" flp- -, .0 IWWI:W' . W- 0 N F19110.11 k 011'r, O?k .V' 1- 11"A . 1k I'M . W. Ih I %, 0"r Wj mm.:' sm#*f Arithi)ny 1. Tombo ill, 11, 9 80083 14 1" -1d - lidii "I 'I it'!- "I -,i" W'14 1141 .1 N-4 "o k 1" 0 4451 !it. Lucie Blvd. cart Piei-ce, FL 34946 py, iIhi 0 ?6 16 A 1100 trusses AR11,06Y 1, 1000 Ill, P.1, kep,odo(tioe of it is drNmot in 4AY law is Fi0b,Wd e'thtw tht rrittee Ferm"Siof hum A I Rol baser w Apthopi, 1 1000 111, P'I' Job Truss Trus WRCLG1A9 A02 Hip A0033312 Job Al Roof Trusses, Fort Pierre, FL 34946, design@a1truss.com Run: 8.120 s - Nov 12 2017 Print: 8-. 1ZO's Nov 1-2' 2017 - M I jTek - 1 Industries, , , , , - - Ire I , . 11 Fri - 1 Mar W 11: 24:40 2618 Page 1 1 ID:hA3xRN7kH8GY_sQsevncy2zOBn p-cIafqIP?b--m 1 4o.UIne wg 7,9XLy, CMm-O,9—u, nwo1 QO41p-, 70RGizVmqP 1-09-0-0 15-0-0 21-0-0 _30-0-0 100--61,---9-6-6 6-6-6 60 4-6-0 4x6 -,,' 3x4 06 Dead Load Deft, = 3/16 in 3x6 I ( 3x4 4x6 3x4 3x6 11 10-2- 13 19-9-3 30-0-0 10-2- 13 9-6-6 1 1 10-2-13 Plate Offsets LOADING (psf) SPACING- 2-0-0 CS1. 1 DEFL. in (loc) I/defl L/d TCLL 20. 0 Plate Grip DOL 1,25 TC 0.65 Vert(LI-) 0.17 12-15 999 360 TCDL 00 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.38 12-15 946 240 BCL.L 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10, 0 Code FBC2017/TPI2014 i Matrix -MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No. 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTiikrecommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min. 0-1-8) 8 = 1260/ 0-3-8 (min, 0-1-8) Max Herz 2 74( LC 12) Max Uplift 2 357( LC 8) 8 357( LC 9) Max Grav 2 = 1260( LC 1) 8 1260( LC 1) FORCES. (lb) Max, Comp,/ Max. Ten. - All forces 250 (lb) or less except when shown- TOPCHORD 2- 3=-950/ 0, 3-4=-2125/1421, 4-5=-11992/ 11451, 5-6=-1992/1450, 6-7=-2125/ 1421, 7-8=-950/0 BOTCHORD 2-12=- 1101/ 1872,11-12=-1336/2204, 10-1 1=-1336/ 2204,8-10=-1 104/1872 WEBS 4-12=-104/ 469, 5-12=-404/271, 5- 1 0=-404/ 271, 6-1 0=-1 04/469 NOTES- 1) Unbalanced roof live loads have been considered for this elpsi- 2) Wind: ASCE 7- 10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h= 25ft; Cat. 11; Exp C; Encl_ GCpi=O, 18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=11.60 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 20.0psf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=357, 8=357, LOAD CASE(S) Standard PLATES GRIP MT20 244/ 190 Weight: 129 lb FT = 10% Afwro, W'J.S' Im ' klklZW .0, lot, W—' V rmo" f VO., 0 M, Won WW W-M. tff,' WhIbee " 111.14 W1 p4., It( "I-* llr 'AA111 Wo- 01h, 1;'t No", 1"" h, V '?- W f- 41,01imo,0Aof 4451 St. 1-u6p Blvd, opr#1 (f) ?016 A I Roof fio in khthopV1,10mboll[JI Op'.4oniop of Ibis decumni'm Q'y f.., IS pok,hotd .00VI the .(loeo pfmwoR top A-1 Roof lmwt^ott Dierce, 17L 34946 i "'" """' WRCIG1 A9 I A03 I Hip A0033313 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:41 2018 Pagel ID:hA3xRN7kH8GY__sQsevncy2zOBnp-4mOnCxnfr66LPoVshs2aVPvvEZQXWOBZdTt?ogzVmqO 1 -0-g 5-7-14 1 1 -0-0 19-0-0 24-4-2 41 - -P1 - 41, 111, ''1 I'll, 1- - 6-6-0 54-1 --- -I- - - 9 0- 5-7-14 5-7-14 4-0-0 I 4x6 0 4x6 --- 13 3X8 : 4x8 - 3x6 3x4 - Dead Load Defl, = 1/8 in 4x6 11 9 0 ob O 11-0-0 19-0-0 11-0-0 I 8-0-0 11-0-0 Plate Offsets (X,Y)---_ tZEdge, 1 0- 1 0-01, [6:0-5-0,0-2-01, [9:Edge 0-0- 1 0 1 1 LOADING (pso SPACING- 2- DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 1 TC 0.77 Vert(LL) 0.22 11-20 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0,46 11-20 788 240 BCLL 0,0 Rep Stress Incr YES WB 0.24 Horz(CT) 0,08 9 n/a n/a B CDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(I-L) 0-19 11-13 999 240 Weight: 145 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP Nci.3 SLIDER Left 2x4 SP No3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 1 MiTek recommends that 11 Stabilizers and 1 required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1260/0-3-8 (min. 0-1-8) 9 1260/0-3-8 (min. 0-1-8) Max Herz 2 89(LC 13) Max Uplift 2 339(l-C 12) 9 = 339(LC 13) Max Grav 2 1260(LC 1) 9 1260(LC 1) FORCES, (lb) Max. Comp.lMax, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/130, 3-4=-2239/1628, 4-5=- 1932/1362, 5-6=- 1739/1343, 6-7=-1932/1362, 7-8=-2239/1628, 8-9=-1208/129 BOT CHORD 2-13=-1341/2009, 12-13=-963/1739, 11-12=-963/1739, 9-11=-1348/2009 WEBS 4-13=-322/427, 5-13=-81/417, 6-11 =-82/417, 7-11 =-322/427 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5,Opsf: BCDL=5.Opsf h=25ft; Cat. It; Exp C; Encl., Gcpi=O. 18; MWIFIRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWIFIRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=339, 9=339. LOAD CASE(S) Standard tw p as fm 4.3 '00*Anlhmy T. fombo A!, i?,E ed au 0 1 1.4,q fk 0 pl"Q— llft"Zq "V* " 14 kq'q 5 1• . N WIll 0 t" W, V t * A, wok µ; SAW, PK 1 4' 0 r'.% W lo kit 0'40" 0,44W41 « 80083 W. 0 1W at. V'1- W P40" elk, 00.1(.4.0 Atea .4W:K9' 10M 1, 11 W WA —0-94l P.. ?4- 4451, St, Lkide Blvd, fort flic;ce, FL 34946 kepodoaio. of *'s imment m4fly lotol, is tht wrfnaa pem't"oft Ilm A I Roof hews Wh"'I'1040111JI, Job Truss Truss Type WRCLG1A9 A04 j Hip A0033314 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 _M itek Industries, Inc. Fri Mar 30 -11:2 9:4 2 2018 Page 1 ID:tiA3xRN7kH8GY_sQsevncy2zOBnp-YyyAPHoHcQEC1 y42FaZp2dRl UzgAFqGjs7cYKbzVmqN 1 6-5-13 13-0-0 - 17-0-0 23-6-3 30-0-0-- 1 -0 6-5-13 6-6-3 4-0-066-6-36-5-13 -6-T I 4x6 II 4x6 U 4x6 // 3x4 4x6 19-5-8 3A LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,25 TC 1.00 Vert(LL) 0A5 13-16 799 360 TCDL 10,0 Lumber DOL 1,25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 LUMBER - TOP CHORD 2x4 SP No,2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers - Iabilizersandi required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 1260/0-3-8 (min,0-1-8) 9 1260/0-3-8 (min, 0-1-8) Max Herz 2 = 104(LC 13) Max Uplift 2 358(LC 12) 9 358(LC 13) Max Grav 2 1260(LC 1) 9 1260(LC 1) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-224911650, 4-5=-1926/1395,5-6=-1532/1289, 6-7=-1926/1395,7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532, 9-11 =-1 365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 6-11 =-222/498, 7-11 =-465/531 NOTES- 1) Unbalanced roof live loads have been considered 2)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=O, 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=11.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=358, 9=358. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 4x6 11 PLATES GRIP MT20 2441190 Weight: 133 lb FT = 10% fnr this (I.- n wwi I data, I 1;vt' I K 00 ok,." 'Wod . k Too voi, 4""o-OWNW.10 0 * T"" .1,04 i.C4 A-W "Altio. ®d k.,q,w o' 14 r, 4451 St. Lucie Blvd, opuilloi 0 201t A I toot Trum Rep,okligo of lo'l 44(omfoit"n 40Y fom- ptoh,Mtol -Ahcol the -11to pomwop I'm A I Roof Nuts Voit P e:ce, FL 34946Zt Job Truss I Truss Type WRC7LG1A9 A05 iCommon A0033315 I ses, Fort Pierce, FL 34946, design@aItruss.com Run, 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Mar 30 11:29:42 2018 Pagel 1 D:hA3xRN7kH8GY_sQsevncy2zOBnp-YyyAPHoHcQEC 1 y42FaZp2dR4czg3FkPjs7cYKbzVmqN 8-0-0 15-0-0 22-0-1 $ 0-0-0 -0-, 7-0-1 74-1 1 8-0-0 -OT 4x6 ll 5,00112 4X6 - - 3x4 : - 4x6 3x4 1 1110-0-15 19-11-1 30-0-0 10-0-16 9-10-2 10-0-15 PlateeOftse-ts (X,Y)-- [2Edge,0-0791, [10:Edgq,070-01 Dead Load Deff, = 1/4 in 06 11 LOADING ( pso SPACING- 2-0-0 i CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O 908 Vert(CT) 0.6812-14 533 240 BCLL 0.0 Rep Stress Incr YES WB 0,62 Horz(CT) 0,08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 12 -1 4 999 240 Weight 137 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 20 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. M ifek- recommends that Stabilizers and - i required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide.,, REACTIONS. ( IbIsize) 2 = 1260/0-3-8 (min,0-1-8) 10 1260/0-3-8 (min. 0-1-8) Max Harz 2 1 18(LC 13) Max Uplift 2 374(LC 12) 10 = 374(LC 13) Max Grav 2 1260(LC 1) 10 1260(LC 1) FORCES. ( lb) Max. Camp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-944/109, 3-4=-2207/1601, 4- 5=-1996/1528, 5-6=-1909/1552, 6- 7=-1909/1552, 7-8=-1996/1528, 8- 9=-2207/1601, 9-10=-944/109 BOT CHORD 2- 14=-1295/1966,14-23=-737/1363, 13- 23=-737/1363,13-24=-737/1363, 12- 24=-737/1363,10-12=-1299/1966 WEBS 6- 12=471(701, 8-12=-4251553, 6- 14=4711701. 4-14=-425/554 NOTES- 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL= 5.Opsf: h=25ft; Cat. 11; Exp C; Encl., GCpi= O. 18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= l * 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2=374, 10=374. LOAD CASE(S) Standard 11 1 InhnlAn—H rnnf livP InAeio, have hPon rnnciripr—i WO ti, lio t An! hony 1, Torntio, 1% PA, t 80083 4451 St. Lucie Blvd. ort P!erce, FL 34946 ktpdwliot of th, domment"n ofly f4m, P'Ohilifled a'thootlht -flep jiewssioft ho. A I Roof hwoi Job Trus< WRCLG1A9 A06 Roof Special Girder Ply A0033316 Al Roof Trusses, Fort Pierce, FL 34946, design@a I truss.com Run: 8.120s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri - Mar k-1-11:-29:43 2018 Page' 1 ID:hA3xRN7kH8GY,.,sQsevncy2zOBnp-09VYddpvNjM3e6fEpli42aqELN 1 S_7vs4nM6t2zVmqM 1 - 0- 6- 0-g 5-8 10-81 -- 0 14-4-0 18-6 23-0-0 25-2-15 3-0-0 41-0- 44-74 1 1 1- - - - 4-2-4 3-8-6 1- 4-5-12 2 2-15 t 409-I - - , 1 1-0-Si 5X6 - 3x8 MT20HS I i 4x4 14 12 - , 11 4x8 5x10 MT20HS 3x8 - 6X6 - Dead Load Dell. = 114 in 600 9 0 10- 8-0 18-6-4 23-0-0 30-0-0 10- 8-0 7-10-4 45-12 I 7- 0-0 I PlateOffsets( x,Y)-- [-2-:0--2-3,0-7-41,12:0-0-0,0-1-101, [7:0-4-0,0 72-21. [9: Edge, 0-3-81, [9:0-8-12,0- 1 [9i:6-1 -610-6-101, f1l 1:-6-3-0,0-4-4j LOADING (pso SPACING- 2-0-0 Csl. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20, 0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.2811-12 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 13C 0.911 Vert(CT) 0,54 11-12 670 240 MT20HS 1871143 BCLL 0 0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.09 9 n/a n1a I BCD L 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.32 1 1 -12 999 240 Weight: 171 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T3: 2x4 SP M 30 T4: 2x4 SP 240OF 2-0E BOT CHORD 2x6 SP 240OF 2.01E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 1 Row at midpt 5-14 Mifekrecommends I that St I abilizers and required cross bracing be installed during truss i erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 1835/ 0-3-8 (min. 0-1-8) 9 = 2787/ 0-3-8 (min. 0-2-5) Max Herz 2 86( LC 27) Max Uplift 2 558( LC 8) 9 984( LC 9) Max Grav 2 = 1835( LC 1) 9 = 2787( LC 1) FORCES. (lb) Max. Comp,/ Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3620/1121, 3-4=-3337/1074, 4-5=- 3321/1062, 5-6=-6069/2124, 6-7=- 6069/2124, 7-8=-583012081, 8-9=- 5865/2088 BOT CHORD 2-14=- 1003/3274, 13-14=-1667/5346, 12-13=- 166715346, 12-21=-1811/5450, 11 -21 =- 1 811/5450, 9-1 1=-1 824/5306 WEBS 4- 14=- RWA0?AA WEBS 3- 14=- 309/283, 4-14=-693/2266, Standard 5-14=- 3071/1175, 5-12=-485/1034, Vert: 7=-193(B) 11 =-365(B) 21=-1544(B) 6-12=- 269/195, 7-12=-3251761, 7-11 =- 382/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult= I 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5. Opsf; h=25ft; Cat. 11 ' Exp C; Encl., GCpi=0. 18; MWFRS (envelope); cantilever left and right exposed , end vertical left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) 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. 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, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=558, 9=984. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 In up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4- 12, and 365 lb down and 119 lb up at 22-11- 4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=11.25 Anthony 1, Tombo 711, P.E. twq Wm. W 4—, 0 - 80083 445, St. Lude Blvd, Fart ?fierce, FL 34946 PYrqhI0 2016A I toot Cusses"lhonj Combo 111,1`1 Reprodumoa of this lumntnl in I.."I prohibited w,lbw the -"cxPewwahq.A I lloflww Asthany L 104,Ill, 1, 4 Job 1A9 Truss Truss Type B01 I Hip Girder 1 Job Reference A0033317 f Trusses, Fort Pierce, FL 34946, designiat)al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Mar 30 11:29:44 2018 ID:hA3xRN7kH8GY-sQsevncy2zOBnp-UL3wqyqX81 UwGFERM-cH72XPImOobHOJR5fPk 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22-1-_Q 7-6-0 'I-0-0, 5x8 I I SY6 -: 1.5x4 !I 5X8 - 1.5x4 1i Dead Load Defl. = 1/8 in 5X8 11 9co 6 7-0-0 14-4-0 21-4-0 7-0-0 A 110-8-0 3-8-0 1 3-8-6 7-0-0 Plate Offsets (X,Y)_.-_-f?.0---4-3-,.E-dgi-l,-[4:0-1-4,0-2-N JiS:.0 11 - 1 1 4-,, - 0 1 - 2-Etj, - 18:0-4-3,Edqel, tl.- - I - 0 - - 1 4 - 1 - 0 1 0-3-0] LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,78 Vert(LL) -0,14 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0,27 11-12 955 240 BCLL 0.0 Rep Stress Incr NO WB 0,28 Horz(CT) 0.09 8 n/a n/a BCDL 10,0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.16 10-11 999 240 Weight: 100 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No-3 1-6-0, Right 2x4 SP 1103 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, BOTCHORD Rigid ceiling directly applied or 7-11-13 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 1761/0-3-8 (min. 0-1-8) 8 = 176110-3-8 (min. 0-1-8) Max Herz, 2 59(LC 27) Max Uplift 2 651(LC 8) 8 = 651(LC 9) Max Grav 2 1761(LC 1) 8 1761(LC 1) FORCES. (lb) Max, Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/303, 3-4=-3341/1240, 4-21 =-349011352, 5-21 =-3490/1352, 5-22=-3490/1352, 6-22=-3490/1352, 6-7=-3341/1240, 7-8=-1235/303 BOT CHORD 2-12=-1086/2997,12-23=-1087/3015, 11-23=-1087/3015,11-24=-1046/3015, 10-24=-1046/3015, 8-10=-1047/2997 WEBS 4-12=-8/503, 4-11 =-276/733, 5-11 =-573/388, 6-11 =-2761733, 6-1 0=-9/503 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=O, 18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DQL=1.60 plate grip DOL=11.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=651, 8=651, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 10-8-0, and 123 lb down and 143 lb up at 12-3-4, and 240 lb down and 269 lb up at 14-4-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 365 lb down and 119 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=11.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1A=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-1 93(B) 6=-1 93(B) 12=-365(B) 1 1=-70(B) 5=-123(B) 10=-365(8) 21=-123(B) 22=-123(B) 23=-70(B) 24=-70(6) Anthmy T, T(>mho :I!, P 1 4 "10 *1 k—v . W+4 l' N 0 1— W" 4"rat* 0 N K 1, 1i W * 4!8 t'U; A W, M 1 1, 4m", a 1k, 14D tw .0 h, 1— 00'4 Wi, X", .00w. W 1,-g 'W M IV 0 Z 80083 4451 St, Lune 61A. tort Px,,rce. FL 34946 ZE (Opp qhio 60011,F1. Truss WRCLGlA9 i6021 Hip A0033318 L "I - - -------- " , , - J I )Job Reference (optional)_ Al Roof Trusses, Fort Pierce, FL. 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 200 MiTe-k-Industries, Inc, Fri Mar 30 11:29:45 2018 Page 1 1 1-0-0 ID:hA3xRN7kHBGY—sQsevncy2zOBnp-yXdl2lq9vLcnuPpdwi7WfF3cJAhnSBn9Y5rcxwzVmqK f - --------- ---- -- - fi75-7 9-0-0 10-8-0 12-4-0 14-10-9 1-6-6 2-6-8 , -8 0 -6 1 - I - -- 121-4-0 _ 2-68 6-6-8 1 11 3X6 11 3x4 1.5x4 11 3x4 --- LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.19 11-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0,4011-14 642 240 BCLL 0,0 Rep Stress Incr YES WB 0,20 Horz(CT) 0.02 10 n1a n/a BCDL 10,0 Code FBC2017frPI2014 Matrix -MS f Wind(LL) 0.10 11-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, BOTCHORD Rigid coiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 852/Mechanical 2 915/0-3-8 (min. 0-1-8) Max Horz 2 = 83(LC 16) Max Uplift 10 231(LC 13) 2 = 261(LC 12) Max Grav 10 8521LC 1) 2 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/28, 3A=-1415/1041, 4-5=-1 171/866, 5-6=-1059/835, 6-7=-1059/835, 7-8=-1 171/866, 8-9=-1419/1045, 9-10=-942/80 BOT CHORD 2-11 =-830/125 1, 10-11 =-834/1256 WEBS 6-11 =-293/522, 4-11 =-267/343, 8-11 =-2731348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL= 5,0psf; h=25ft; Cat, 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 (all by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=231, 2=261. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 3x6 it PLATES GRIP MT20 244/190 Weight: 93 lb FT = 10% 9 A" ithony T, Tomto 117, P.F. 80083 M7 uc 81A Zt4451st, LN, mo' flm p6h'b'ttd 4.1 the —Rep pt'.mm' 40. A 1406 ... Port pierce, F[ '4")4(' A9 I B04 ICommon A0033319 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.corn Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:46 2018 Pagel ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-RkBgFerogekeVZOpUPeICTrrsa I OBeXJnlaniTNzVmqJ 6-5-8 1-0-0 6-5- 4Or _10-8-0 14-10-9 "211-- __ - I I 4-2- __ ___ - 1 6-! - , , f- 9 - I 4x4 - 3x6 11 5X8 - Dead Load Deff. = 3/16 in 3x4 7 ig 3x6 11 10-8-0 10-8-0 Plate Offsets (X,Y)--_- 2-:013-11,0-C-6-41, [8:6-3-6,6-4-41, 1 [ 9r-.0-4-0, 1 0-3- 1 01 11 LOADING (pso SPACING- 2-0-0 C$L DEFL. in loc) I/deff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0,0 Rep Stress Incr YES i WB 0.23 Horz(CT) 0.03 8 n1a n/a BCDIL 10.0 Code FBC20171TPI2014 Matrix -MS i Wind(LL) 0,07 9-12 999 240 Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP 1\10.3 1-6-0, Right 2x4 SP No,3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7A oc pudins, BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing, MiTelk recommends that Stabilizers and I i required cross bracing be installed during truss i erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 8 = 852/Mechanical 2 915/0-3-8 (min. 0-1-8) Max Herz 2 = 95(LC 16) Max Uplift 8 245(1_C 13) 2 274(LC 12) Max Grav 8 852(LC 1) 2 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-11301856, 5-6=-1131/857, 6-7=- 1440/1084, 7-8=-954/104 BOT CHORD 2-9=- 869/1274, 8-9=-874/1280 WEBS 5- 9= 401/606, 6-9=-376/449, 4-9=- 369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5. Opsf; h-25ft; Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= I ' 60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=245, 2=274, LOAD CASE( S) Standard V- 4 f.' N."O' zo- WVN Tuffi.. ..... Lk,rp V-, lW 41'.' i 4 4 W" I ;W- iWl W. ' -' 0-r. m'4 TZ 0 r 0-* "'WOIIX44' 044 NO V Anthony JQMbr) JIT, P.E. B0083 4451 St, kicie MA, t For, 'wfrv, F1 WA6 PRt.Z Job I Truss Truss Type Qty Ply WRCLG1A9 lCJ1 Corner Jack 10 1A00333201 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 36 1t29:47 2018 Pa I ge 1 1 ID: hA3xRN7kH8GY__sQsevncy2zOBnp-v\M3T_sQRysV7iyO279_lg94B-,cEw8NS?PKJOpzVmqI 1- 0-0 0-11-11 3x6 11 0- 11,11 LOADING ( pso SPACING- 2-0-0 1 CSL DEFL. in loc) I/defi L/d PLATES GRIP TCLL 20,0 i Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0,00 5 999 240 BCLL 0.0 Rep Stress Incr YES W'O.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0,00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc 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 I reInstallation guide, REACTIONS. ( lb/size) 5 150/0-3-8 (min. 0-1-8) 3 10/Mechanical 4 5/Mechanical Max Herz 5 37(LC 9) Max Uplift 5 88(LC 8) 3 1 O(LC 1 4 5(LC 1 Max Grav 5 = 150(LC 1) 3 12(LC 8) 4 11 (LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcuFrent 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 hniii, nm hnrr1lqnrf anv r0hAr mornhAm 94 r.sp.Awhcmy T. Tombo III, P.E, 0NO— " 0— -N-uq wo. No., N f.49 0 iit it', 1, r laeNmldtu "41 .0 M 1 11 4r"" 0 NX Wu! 44,1, d 4, !'- W".1 q" 1W ' N 1_k ly 0 Z 80083 IM 11,041O.N,, 445, St. Lucie Blvd. Ppynjhlo 2016A I koollmirs Whopyl Tombolll P1 KaproduRfao oH4is tasumeariaay low, pemisionteam A I R.Www Aoth.Ql lomboill, lit, to,t EL 34946 WRCLGlA9 At Roof Trus s Truss Truss -type CJ1A Corner Jack Reference A0033321 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:48 2018 Page 1 ID:hA3xRN7kH8GY—sQsevncy2zOBnp-N6JRgKt2CG—MltXCbqgDHutiG80ydfbdbE33tYFzVmqH 1-0-0 0-11-11 i-o-o 6-11-11 2x4 - 0-11-11 LOADING psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171rPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. KITEik recommends that Stabilizers and required cross bracing be installed during tFUSS erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 8/Mechanical 2 130/0-8-0 (min. 0-1-8) 4 1/Mechanical Max Herz 2 35(LC 8) Max Uplift 3 4(L.0 12) 2 71(LC 8) 4 1(LC 1) Max Grav 3 8(LC 22) 2 130(LC 1) 4 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the hntfnm rhnrei nnri Anv nthAr momhAm 1k 1.41 twld .a *V .1, WN '46'r.-Ph'ttFrnMoryi11, R.E. FArk49:114*M W',"Ike ,3fsdt. 0 N, -, tit 0— IN WC4 k,1r" 14 nW,o d M III V V W M, Wtt kA.; *, W rM 1 '4 qv- 0 14 X W W Wo n, 0 ai,*,j .*q "W, A110", .0 k—, AA It, 9, I'll,31,Wly 0 80083 4451 St. LurkBlvd. part P4erce, f L 34946 opoltd 0 2016 4 1 todlmw hlkm 1.Tombolil, PJ, kept06(tio OfMn downtol moyl- 6 oW pwwoAho. A I h0l .... e, WWY I lomb ill, F t, Job Truss Truss Type--- WRCLGlA9 ICJ3 Corner Jack In Ply A0033322 design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8106-s Nov 12 2017-Jvlifek - I " r - id ustr I ies, - Inc. 11 Fr - i Mar 1 3 11 01 1 1 1 : 2 1 9 - :48 2018 - Page 1 ID: tiA3xRN7kH8GY—sQsevncy2zOBnp-N6JRgKt2CG_MltXCbqgDHuhE6Ox8fbdbE33tYFzVmqH 2-11-11 14-0 1 -- 2-11-11 LOADING (pso SPACING- 2-0-0 csl DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 i BC 0.11 i Vert(CT) 0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n1a BC DL 10,0 I Code FBC2017(TP12014 Matrix -MR I Wind(LL) 0.00 4-5 999 240 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 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-" oc bracing. mi Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 194/0-3-8 (min. 0-1-8) 3 69/Mechanical 4 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 6 = 72(LC 8) 3 57(LC 12) Max Grav 5 = 194(LC 1) 3 69(LC 1) 4 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1661258 NOTES- 1) Wind: ASCE 7-10; Vutt=1 50mph (3-second gust) Vasd=l 16mph; TCDL=5,Opsf; BCDL=5,Opsf: h=25ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 rAr,tnnnIo 'A.R-o tall by 9-n-A -OP will fit hnh,.An th. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 10% te-1 014 . N, In w W ear ' 0*4 Anthony T Tombo ;11, P E, mt.Io4h"' at.! 4*4 . W w AS st I. "ipolk; ty 0t}eU'4.; 0"j .4 W, . h Ift, "I V. I'm"' .4 P'0- #fit, Witai Wei se-- i(s PW414 Tq W *A p, t- It I 111w, VAI W, ""n 0 14a I ,, kotim, !',i k'V, Fqm. .4 Ni "o"', 4451 St, I ude Blvd. 0" * 2'616 A I Rod ks"s Atah-ty 1, Tomba III VI' ktql0490iop of ffi' iomwia'm oy forw" is fitoli'Mcd .0tonht wineo FtrM'5saA 1'.. A I Roof hosw Apitsoq 1, lo.b III, PA, ott Metce, FL 34946 Job Truss Truss Type city Ply WR(f LIS 1 A9 CJ5 Corner Jack 10 1 A0033323 com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:49 2018 Page 1 ID:hA3xRN7kH8GY—sQsevncy2zOBnp-ritptgtgyZ6DM 1609YBSq5EKJnDQ02t[TipQ4izVmqG 4,11-11 4-11-11 4x6 1! Plate Offsets 2:0-0-120-1-12j, t5:0-0-0,0-1-121 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC O.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL L25 BC 0.36 Vert(CT) 0,05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WEI 0,00 Horz(CT) 0,02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11 -11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. mifek-recommends that Stabilizers I and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 5 268/0-3-8 (min. 0-1-8) 3 127/Mechanical 4 55/Mechanical Max Horz 5 109(LC 12) Max Uplift 5 77(LC 8) 3 = 98(LC 12) Max Grav 5 268(LC 1) 3 127(LC 1) 4 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=l 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It; Exp C; Encl., GCpi=0,18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard 70 Ont nn the hn"nrn (-,hnrd in all qrpc -hArP R A-n aw'q"tr'ay rostnvydara Melt V' 0 N s.O' N6,14 w 1050 4, '4. MI !). i" P -fia Anthny F. fombo !I!, P.E. 0 Aq i V tq Wayis an 114.591* 0 NN., an 0— 1 N h1w, 01,41, . N:Hyt! 0 Va It V V .4 a. Wj Mt* M 0 N 10G.A w 1*1 .' 0 pass. J,*q k*"4 '-ii, nrtWMut wo kir'.a0 k N' ,,1-00! 9 80083 4451 t. kide WO, art P'oce, FL 34q46 opytighl 10 2016 A I toot Imm ktiaodnmo' of *Ia imania'm any latm. m pokhIled mtho"I tht wr nep pew"'nft lim A I hof Imm WhDa'1104010f Job Truss Truss Type WRCLG 1 A9 EO`l Half Hip Girder A0033324 Job A 1 as Trusses, Fort Pierce, FL 34946, design@a I truss.com Run: 8.120 s Nov 12-2017 Pri 8,12-0's Nov 12 2617 MiTek-Industries, -Inc. Fri Mar 36 11:29 50 nlft Page I I D:hA3xRN 7kH8GY_.sQsevncy2zOBnp-JVRB50ulitF3,_AhbI FihMJmXH BY67PauhMZ2d8zVmq F1-0-0- 3-0-0 88-0 1-0-0 3-06 5-8-0 4x4 -- 1.5x4 11 11 3x4 2x4 3-0-0 J--b-0 Plate Offsets 2] 4:0-1-12?0-2-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0,07 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 n/a n/a BCDL 10,0 Code FBC2017TTP12014 Matrix -MP Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. Ml TekrecommendsthatStabilizersandrequired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 2 463/0-8-0 (min. 0-1-8) 11 = 376/0-3-0 (min. 0-1-8) Max Herz 2 69(LC 8) Max Uplift 2 297(LC 4) 11 = 259(LC 4) Max Grav 2 463(LC 1) 11 376(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-752/508, 3-12=-673/485, 12- 13=-673/485, 4-13=-673/485 BOT CHORD 2- 6=-478/665 WEBS 4- 6=-345/457, 4-11 =A29/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd= I 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 1 5ft: Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed end vertical left exposed; porch left exposed; Lumber nni = 1 An HAte ririn not = i ro 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=297, 11 =259. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease= 1.25, Plate lncrease=1.25 Uniform Loads (plo Vert: 1-3=-60, 3-4 =-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=4 1 (F) 12=-11 (F) 13=-1 i(F) 14=-17( F) 15=-17(F) Gjll; jt fam 4 j.AfIr W 10, k,,p 1-0-4 w l"', 5-,4 jv-', W N A.f I I" ,- I t kd—, N W 4, IM jq, r , suJ, Im, .1. TDO *, k R! 1 '4 (,q, m IA, 1, 14 0 N I— th, 0—', Wldmg hq N It C .4 A, WV "11, 4, * 7 1 4,qy-, 0 Wo Anlhmy T. [{);nbo 711, P,F OW 80083ft wtjwv,, .0 (* P! IN, M " ""1,! .4 P4.11 0 W t0i" (.Wm A, W-4. X4#0144 q N .14 iKA 11 d.—o * ".V ?4- TP I 4451 st, Lucie Blvd, opl,iollit) 70164 1100f,mel AmlmlAamboill PI hlfioayl TOMWIl'N' ;,ol( Pierce, FL 34946 Zt '-" ........ 5, WR6LG1A9 FG01 FLAT GIRDER 1 A0033325 3 Job Reference (aotiona0 tot I russes, Fort Pierce, FL 34946, design(a)attruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 2018 Pagel ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-nh_ZIMvwUBNwcKGnHzEwvWJhFbrYsmJ2w01 X9azVmgE 3-4-2 6-4-7 9-4-12 11-9-11 14-10-0 17-10-6 21-2-8 3-4- - i - 3-0-5 { 3-0-5 ..... f- 2 4 14 { 3-0-6 I 03 6 .. I .._ I Dead Load Defl- = 7/16 in 4x4 11 600 -= 500 MT20HS-- 4x4 -- 4x4 2x4 11 6x10 4x4 II 2x4 11 3-2-14 I 6-4-7 9-4-12 11-9-11 { 14-10-0 ._.. 17-11-10_ 21-2-8 3-2-14 3-1-9 3-0-5...._. 2-4-14 3-0-6 3-1-10 3-2-14 Plate Offsets (X,Y)-- [7:0-2-0 Edgel___. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,00 TC OA8 Vert(LL) 0.22 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) 0,68 13-14 365 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 13-14 999 240 Weight: 341 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 - 3784/0-7-4 (min, 0-1-8) 10 3780/0-7-4 (min.0-1-8) Max Herz 18 - 39(LC 6) Max Uplift 18 - 23(LC 4) 10 - 28(LC 5) Max Grav 18 - 3784(LC 1) 10 - 3780(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3277/70, 1-19=-8898/0, 19-20=-8898/0, 2-20=-8898/0, 2-21=-8898/0, 3-21=-8898/0, 3-22=-18261/0, 22-23=-18261/0, 4-23=- 18261/0, 4-24=-18261/0, 5-24=- 18261/0, 5-25=- 18261 /0, 25-26=- 18261/0, 6-26=-18261/0, 6-7=- 8889/0, 7-8=8889/0, 8-27=- 8889/0, 27-28=-8889/0, 9-28=- 8889/0, 9-10=-3275/75 BOT CHORD 18-29= 0/1038, 29-30=0/1038. 17-30= 0/1038, 16-17=0/15759, 15-16= 0/15759, 15-31=0/15759, 31-32= 0/1 5759, 14-32=0/1 5759, 14-33= 0/18261, 13-33=0118261, 13-34= 0/15777, 34-35=0/15777, 12-35= 0/15777, 12-36=0/15777, 11-36= 0/15777, 11-37=0/1037, 37-38= 011037, 10-38=011037 WEBS 1- 17= 0/8208, 2-17=-705/0, 3-17=- 7183/0, 3-15=0/318, 3-14= 0/2636, 4-14=-885/0, 5-13=- 884/0, 6-13=012615, 6-12= 0/315, 6-11=-7210/0, 8-11=- 691/0, 9-11=0/8200 NOTES- 1) 3- ply truss to be connected together with 1 Od 0.131" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuit=150mph (3-second gust) Vasd= 116mph; TOOL=5.0psf; 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 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0-2-12, 129 lb down and 83 lb up at 1-0-0, 134 lb down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5-0- 0, 282 lb down and 84 lb up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2- 8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18-2-8, and 129 lb down and 85 lb up at 20- 2-8, and 428 lb down and 255 lb up at 20-11- 12 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0, 9 lb down at 5-0-0, 9 lb down at 7-0- 0, 9 lb down at 9-0-0, 9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16- 2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-94 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 9=-185, 10-18=-20 Concentrated Loads ( lb) Vert: 1= 428 7=-208 9=-428 16=-9(B) 19=-129 20=-134 21=-208 22=-282 23=-282 24=-282 25=-282 26=-282 27=-134 28=-129 29=-10(6) 30=-9( B) 31=-9(B) 32=-9(B) 33=-9(B) 34-9(B) 35=-9( B) 36=-9(B) 37=-9(8) 38=-10(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- 9=-205, 10-18=-20 Concentrated Loads ( lb) Vert: 1=- 366 7=-181 9=-366 16=-8(B) 19=-109 20=-116 21=-181 22=-246 23=-246 24=-246 25=-246 26=-246 27=-116 28=-109 29=-8(B) 30=-8( B) 31 =-8(B) 32=-8(B) 33=-8(B)34=-8(8) 35=-8( B) 36=-8(B) 37=-8(B) 38=-8(B) 14) Dead: Lumber Increase=0.90, Plate As ny Plea Nn It re•unn¢'AI IaC (Att<1i"SfeltY"A 6tX;tk: [ttMS dt,v,NfiCA7 (7v14 R-i;!",RitAC-K;i35lMfX s. Mnrts kuq sawtlrc4 M mda#rs alMxi o-ys 7ai4avrgyi(@; pe rta lFicry(1<.z+bs>' lE Wx+eat She 4Yart as UM«aMk..ne,tgN Ars lL44 ,,a.i 4E .aw n; rtk.c i^z >d Hr r?.e it is Ee MN. Fs atrnz hacrya €igreamue S7'Mte E pex,. to sn#xa IPGrry+rutse a xxst.e#rep#etsiad eap:aa=ut isyacMits'r. qt ksF Croe ;u P4. slro iHx `9P ef.. MviM.f. &Mup 3c;ta{nt .e4t; tonow. wtio, Anthony 1, foinb1 :11, P.E. ed atrAS! A r. `va M'lNR is ix rc3pu EA.d ae .u rte0.v'srA+w>e esemv MekMR&apt'.at`a tYH!#MRt 1.:e3 S`. ai tk Nts'A fugtNt ea'rNl 'k Bf<rtdMi6D el exf 7f a AKe 64rs. ni Ay badYaq. cl ort As 114Ae a,lgr asad. h as.e.pav§f lrC a80083 iPe rmmap 6 srypn eltasa^»+-4ii exs:e no TDt' to" Porn-.# r+ka 010 two" to". wim, j(w"pN%tt4, Mine 40,,a d-.t*;,-*PI.,iRlk3UesA e4 yineseas mat e"A I ntt4r{rz.l eu 3e:s ts xu a+t,.ts, `a++ke W v ars+ 4451 sT nEthel hs t;uhw feel eat t mtiq tr Wtta ro MrN. tk hcssGtu tyumEkdt'[h4lMa lksgvr..ut n,Srcmm'-'9te*Cal hdh sn «*A,rM R-as nsxld`sM laltl f. ortPSt. ,Ft AA tort P?esce, R. 7444G Eoppiehto2016A-I loaf Lasses-Aathasyl.lomhelll,P.I. klproduttiaeatthisdoaomt.ioenv tom, ispmhibitedeithootht."IeeapttmissioaI'm AI11.411 sses AnfionethmbelA,R.t. WRCLG1A9 FG01 I FLAT GIRDER 1 11 3 A0033325 Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss,com Run: 8.120s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 2018 Page 2 ID:hA3xRN7kl,i8GY_sQsevncy2zOBnp-nh—ZlMvwUBNwcXGnHzEwvWJhFbrYsmJ2wOlX9azVmqE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-178 7=-101 9=-178 16=-3(8) 19=-49 20=-63 21=-101 22=-140 23=-140 24=-140 25=-140 26=-140 27=-63 28=49 29=-3(B) 30=-3(8) 31 =-3(B) 32=-3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B) 38=-3(B) 15) Dead + 0.75 Roof Live (bat.) + 0,75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-9=-1 34, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0,6 MWFRS Wind (Neg. Int) Right): Lumber Increase=11.60, Plate lncrease=1.60 Uniform Loads (pIq Vert: 1-9=-134, 10-18=-20 Herz: 1-18=-8 Concentrated Loads (lb) Vert: 1 = 168 7=41 9= 171 19=57 20=42 21 =41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 17) Dead + 0,75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg, Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-9=-134, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: I = 168 7=41 9= 171 19=57 20=42 21 =41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 18) Dead + 0.75 Roof Live (bat,) + 0,75 Attic Floor + 0.75(0,6 MWFRS Wind (Neg, Int) 2nd Parallel): Lumber Increase= 1,60, Plate Increase= 1 ,60 Uniform Loads (plo Vert: 1-9=- 134, 10-18=-20 Herz: 1-18=-5 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 700'r—o'! wq(.0w'w*0* Anthroy 1. Toubo 711, R.E. 80083 Q-.11 tit w.. ft lot, W P< rw- .1 P44"4 f0 44" pth,W s, 14 'A A(A ,, 0-0* Menu ?4*" 4451 St. Lune blvd, Mqkft9w-. wd '-ort P,(,,ce, K 349464Atho"I. tombo III PJ, kepoowif of M1 40(vos,01, to -, tow is pob,liftif M,Ihovuh( .1,p" pwmoft I'm A I Roof Tmm Aifttsy 1, 10mb III, h. JobTruss Truss Type -------- - -- WR LGM9 FG02 I FLOOR 3_ 1 Job Reference (optional) A0033326 Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.corn Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:51 26 8 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-nh-ZlMvwUBNwcKGnHzEwvWJctbnSsIP2wOlX9azVmqE 2-5-4 4-6-12 6-8-4 8-7-8 11-6-0 1 3-5-4 15-6-12 17-8-4 _20-1-8 2-5-4 1 2-1-8 2-1-8 1-11-4 1 2-10-8 4 1-11-411_11 2- j_8 2-5-4 3x12 -- Dead Load Deft. = 3116 in 1,5x4 II 4x10 1.5x4 11 3x4 3x4 1,5x4 11 6X8 1.5x4 11 3x 12 2 3 4 5 6 7 8 9 10 4x6 H 4x12 -- - 700 MT20HS 400 2x4 11 2x4 H 400 - 2x4 11 402 4x6 H 2- 5-9 4-6-12 6-8-4 8-11-12 11-6-0 13-3-13 15-6-12 17-8-4 20-1-8 2- 5-9 2-1-3 2-1-8 2-6-4 1-9-13 2-2-15 Plate eOffsets_(X,Y)-- 18:0-3-8,0-3-91,112:0-3-0 10-2-01,[18:0-5-q,0-4-81,[19:0-5-8,0-2-01 1 I I - I I LOADING ( psf) SPACING- 2-0-0 C S1. DEFL. in (loc I/defl L/d PLATES G RIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0,57 15-16 41 1 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0,77 Vert(CT) 0-7815-16 302 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W8 0-89 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MS Weight: 326 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2,0E WEBS 2x4 SP No.3 *Except* Wl: 2x6 SP No.2, W2: 2x4 SP NO,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 20 562110-5-0 (min, 0-1-9) 11 4993/0-3-8 (min. 0-1-8) Max Grav 20 = 5621(LC 1) 11 4993(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1- 20=-4045/0, 1-2=-9778/0, 2- 3=-9778/0, 3-4=-22419/0, 4- 5=-22419/0, 5-6=-25568/0, 6-7=-22315/ 0, 7-8=-22315/0, 8-9=-9866/ 0, 9-10=-9866/0, 10-1 1= 4063/0 BOT CHORD 19- 20=0/ 1038, 18-19=0/18107, 18-21=0/ 18016, 17-21=0/18016, 17-22=0/ 25568, 16-22=0/25568, 16-23=0/ 25568, 15-23=0/25568, 15-24=0125568, 14-24=0/25568, 14-25=0/18060, 13- 25=0/18060, 13-26=0/17962, 12- 26=0/17962, 12-27=0/1 111, 11-27=011 111 WEBS 1-19=019495, 3- 19=- 9104/0, 3-18=0/1371, 3- 17=0/4812, 5-17=-3842/0, 5- 16=0/1393, 6-15=0/1445, 6- 14=-3955/0, 8-14=0/4628, 8- 13=0/1482, 8-12=-8892/0, 10- 12=0/9512 NOTES- 1) 3-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 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design, 4) All plates are MT20 plates unless otherwise indicated. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc; and fastened to each truss with 3-10d (0.131" XX) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-64, 845 lb down at 4-64, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 In down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (pff) Vert: 1- 10=-100, 11- 20=-10 Concentrated Loads (lb) Vert: 20=- 848(F) 19=- 845(F) 18=-845(F) 21 =-845(F) 22=-845( F) 23=-845(F) 24=-845(F) 25=-845(F) 26=-845( F) 27=-845(F) i 116, RIM 3 'Wit% OIL rEjm L (,qijjcw1 g.(jf CM1111" 1- lo,of $,or 1-9o, A w 0" . w 1- ,,j, 4-c'43c, . k towf I 1utt1y f f M." q,o o*, ase. M, 0-m Od'i . 1, 1W 0,11,-* W, Mt -d two1301. X,0,4 Anthonyl, fomro I'll, P. tnA o0 %, T- to.o 1.4(4 " N ep. Mlm0--l-, tit wo" 0"11W . N 'W"I 0 of Itf , r, W It, Wo k'.W A, W M 1 A, qo- 0 14 V 4., W4 .. .1* !"', .1,04 koPq krw .A a N nSJ.040 0 a 80083 k 64.3 all", .4 ttoa"' V ."t w w . 0 IKI W N rmm.1 P*1- 0 1, Won w0t If. an, RRPOz.n? N 14 *A toot, p4vo' It, I t"o,' $1 1.W11 s;ft W tom 9 %, 1!o, k,ttto, 1 #"o '" lt.,, 4451 St, Woe 8tvd, W'... totk" wohi tj 6 tot" . 0al lof cart P`erce, K 34946 AR1WVIAmW11,FJ. I WRCLGIA9 Fl-01 Floor 14 1 A0033327I _ lJob Reference (optional)_ Al (Roof Trusses, Fort Pierce, FL 34946,design@altruss,com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:52 2018 Pagel ID:yPUCgGft=qtoRCQb7?lNaz2jn$-FtYyWiwYFUVnDUrzqgl9RksqS?5YbDrB9g24hOzVmqD 0-1-8 2-16-10 1-5-8 1-3-0 Dead Load Deff. = 3/16 in 3x10 3x4 -- 3x6 FP---- 3x4 1 2 3 4 5 6 7 R 4x8 In it 1 220 9 o 'T 21. 0 3x6 _= 3x10 == 3x4 3x4 3xl2 MT20HS FP-4x8 3x6 - Plate Offsets (X,Y)- [1:Edge,0-0-lArj2:0-3-4,Edi LOADING (pso SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLIL 0,0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TPI2014 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 vorticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 1146/0-7-4 (min. 0-1-8) 119 1146/0-7-4 (min.0-1-8) Max Grav 12 1146(C 1) 18 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-3716/0, 3-4=-3716/0, 4-5=-4908/0, 5-6=-4908/0, 6-7=-4908/0, 7-8=-490810, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616,12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10- 1 3=0/1 717, 2-17=0/1 712, 9-13=-26110, 8-13=-1000/0, 4-17=-1003/0, 8-15=-95/729, 4-16=-1511714, 7-15=-369125 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 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other 21-2-8 21-2-8 3--O---,Ed-gej, [15-:011-8, Edge] r_ [16:0-1-8, Edgej, 17:0-3-4, Edge],[ 19:0-1-8,0-0-12), [2_1:0-1-8'0-0-12] CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0,58 Vert(LL) 0A5 16-17 559 360 MT20 244/190 BC 0.91 Vert(CT) 0.63 16-17 397 240 MT20HS 187/143 WB 0.82 j Horz(CT) 0.10 12 n/a n/a Matrix-S Weight: 104lb FT=10%F,10%E LOAD CASE(S) Standard W.4 W IN) I, kW4 1 1,0.4 19 "'"'Adat 4 M 6,t' 0 N "tjr Nj "VIII IN .0 *b 14 1 N 40.,j maws. 'owq Anthony T. Tombo ;11, P,F, 44M'. J'446A"j It Wtlli.' raw I", Wq- 1 4451 St. Lucke Blvd. 101PY1,11ito 2016 A I 100tim"i Aritheiry L 1040 111 P1 hpokfiopoflk, 6,mm,ma4y1ow "Pr&b'W Atynht -hep ptwsvoof" A I 11000'm kmta" I lo.b. IR I,[, Fort Meq'e' It 34946 Job Truss Truss Type Qty Ply WRGLGIA9 FL02GE Floor Supported GableI 1 1 A0033323 Job Reference (optional) 11 Al Roof trusses, Fort Pierce, FL 34946, design ctaltruss com Run: 8.120 s No 12 2017 Print. 8,120 s Nov 12 2017 MiTek Industries, Inc- Fri Mar 30 11:29.52 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-FtYyWiwYFUVnDUrzggl9RksyH?JVbP7B9g24h0zVmgD 1 2 3 4 S Tl i 1 T 3T 3T Vvi Y B1 j 10 9 8 7 6 4- 10-p Plate Offsets (X,Y)- [1:Edge1 -0-121 LOADING ( psf) SPACING- 2-0-0 CSL , DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.02 Verl(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCOL 5.0 Code FBC2017fTP12014 Matrix-R Weight: 22 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint( s) 10, 6, 9, 8, 7 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0. 131" X 3") nails. Strongbacks to be attached to walls at their Outer ends or restrained by other means. LOAD CASE(S) Standard u Fe ;wa,.'.:trn Ra i I477-NIi4C,t..tr:AsU,},!k<4.!t4'i'sK..tlS?i,t F t:A,K t[NiEU{.x;%C'au ze sfr tt fi tutws Ail adtsm Ms'ars 4sc'P &nssq,4Ri Pi 0> i t 7<tf P2.l met IMnt:. dNez, a e.se s'hkea c t54-up w , r s a,xt ,;aim =„e„ e zs t a ,yiu. x.y. mssp ee qar wwuSCSrp teras u<r xm ran as ,n, e,n,v a M a em a ,t ;ew. ?fse eem: rxar s,. ` os:usn s.,wrs ar q;rthony 1. Tamt:a lii, P.E'. N# k!k, ?F 4! axb*r¢uys>! fpnvtp-4: e!WL Gn wbmaa+Ngw!t^ae 4n3p tyAa4n9t.zt tk 0.C4'lt Mai wtCM and lv A+q iedt eM'fi{ faz 4fl ddk ip4wm; N{# 4!»,I it. me Ary , hMa}.#tnt ;3 kbw 4al A:atHll to M.t'.f N fi@ t 083 m, s#r, t t kfl k Nh,eih;:a nHtmMn>t? 4ASkw'tactuoe St,Bivtt_ r' fsce. €l 3046 H} Y i9 tgfh ri i OQi ttl5t6{ AClhibRt (-{4@b6 f, r_E. tCp GlgEllBrr. 01 lht #mm ot,i fifl'l t011-bollf. PI Ply WRCLGlA9 FL 0 3 I Floor Al Roof Trusses, Fort Pierce F I L 34946, design@altruss,com 0-1-8 Ill I- - - 21-61-0 3X8 3x4 14 ' A0033329 Job Reference (optional) - 1) s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:53 2018 Page 1 ID:yPUCgGfL,ZTqtoRCQb7?[Naz2jnS-i46KjlwBOadereQ90NGO-xOyOPQOKgLLOKneDTzVmqC 1 11- 3 -0 -1 2-2-4 11 1-4-0 1 3x4 3x4 3x6 FP 3x8 11-3-0 1-3-,0 y 0 Dead Load Dell, = 3116 in 3x3 11 3x3 - - 5x6 26 25 24 23 22 21 20 19 18 17 16 3x6 3x8 3xl2 MT20HS FP 300 3x8 3x3 3x6 20-9-4 2-1-12 25-5-0 2.1-1-020-9-4 4'8 0-4-0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-3-12, Edge], 6:0-1-8,Ed I ge], [7:0-1-8,Edge], [10:0-3-0,Edg I el, [15:0- 1 1- - 2,Edge], [1 9:0-3-6,Edge],- [20---:013-8, Edge], 125.0-3-12,Edgel, t27:0-1-8,0-0-121 2--00 I I I LOADING(SPACING-- CSI. D EFL. in (loc I/de fl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 11- TC 0,83 Vort(LL) -0.4622-23 534 360 MT20 2441190 TCDL 10.0Lumber DOL 1.00 BC 1.00 Vert(CT) -0.63 22-23 389 240 MT20HS 187/143 BCLL 0,0 Rep Stress Incr YES WB 0.80 Hor-z(CT) 0.08 19 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 128 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No,2(flat) *Except* 3) All plates are 1.5x4 MT20 unless otherwiseT1: 2x4 SP 240OF 2.01E(flat) indicated. BOT CHORD 2x4 SP M 30(flat) *Except* 4) Provide mechanical connection (by others) of132: 2x4 SP 240OF 2.01H(flat) WEBS 2x4 SP No.3(flat) truss to bearing plate capable of withstanding 80 BRACING- lb uplift at joint 15, TOP CHORD 5) Recommend 2x6 strongbacks, on edge, Structural wood sheathing directly applied or 5-71-10 spaced at 10-0-0 oc; and fastened to each truss oc purlins, except end verticals, wth 3- 1 Od (0. 13 1 X 3") nails. Strongbacks to be BOT CHORD attached to walls at their outer ends or restrained Rigid ceiling directly applied or 2-2-0 oc bracing. by other means. 6) Gap between inside of top chord bearing and REACTIONS, (lb/size) first diagonal or vertical web shall not exceed 15 100/0-3-8 (min, 0-1-8) 0.500in. 7) CAUTION, Do not erect truss backwards, 26 = 1095/0-7-4 (min. 0-1-8) 19 158110-3-8 (min, 0-1-8) Max Uplift LOAD CASE(S) 15 -80(LC 3) StandardMaxGrav 15 = 21 O(LC 4) 26 1099(LC 10) 19 1582(LC 9) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3513/0, 3-4=-3513/0, 4-5=-4604/0, 5-6=-4604/0, 6-7=-4136/0, 7-8=-3194/0, 8-9=-3194/0, 9-10=-3194/0, 10-11=0/614, 11-12=0/611 BOTCHORD 25-26=0/2061, 24-25=0/4321, 23-24=0/4321, 22-23=0/4136, 21-22=0/4136, 20-21 =0/4136, 19-20=0/1688 WEBS 2-26=-2279/0, 2-25=0/1605, 3-25=-251/0, 4-25=-894/0, 4-23=0/41 1, 5-23=-404/0, 6-23=-125/855, 6-22=-359/0, 10-19=-2422/0, 10-20=0/1683,7-20=-1396/0, 7-21=0/366, 12-19=-691/0 NOTES- Arta{ 4gtre fle-l" ...... Nml [E 46-"Aw'- It., -04 Ae0-0,ipits- .Oftp.": V,W.W I" n4 W, . co., Oft n*"+d k ON "+ N" "a4e,400 an ft Th. I A.!hrq T, TDmbt) ]II, 0,J M-4, s V 10083 1451, St. Lwie Blvd- a ( Fierce, FL 14946 R'P'040iop ofik" ilowm.eOry lom, is proh,had eAwtht nnee pewision ho. A I Roof Itessts hthm,l lomboI11,1`1 4 idb WRGLGIIA9 Al 'Roof Trusses, Fort Pi( 0-1-8 H1 , - 2 6-0 ---- - ----- Truss Truss Type Qty 1 Ply F L04 Floor 2 1A0033330_ Job Reference (9_p tional) :rce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:53 2018 Page 1 ID: yPUCgGfLZTqtoRCQb7?lNaz2jnS-j46Kj1wBOodereQ90NGO-xOwQPRWKeZLOKneDTzVmqC 1- 3-0 1-10-4 1-8-0- 2-1 A Dead Load Defl. = 1/8 in 3x6 3x4 4x4 3x4 3x6 FP 4x8 3x3 11 3x6 --- 22 21 20 19 18 17 16 15 14 3x6 3x8 3x8 MT20HS FP 4x8 3x8 3x8 4x6 4 20- 9-4 20-1p-12 9- 0-4 0-1-8 1- 8,Edge], [7:0-1-8,Edge], [ 12:0-2-12, Edge], [ 15:0-3-4, Edge], [ 16:0-2-8, Edge], LOADING ( pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 40.O Plate Grip DOL 1.00 TC 0.95 Vert(LL) 038 18-19 643 360 TCDL 10.0 Lumber DOL 1.00 BC 0,93 Vert(CT) 0.53 18-19 469 240 BCLL 0.0 Rep Stress Incr YES WEI 0.92 Horz(CT) 0.06 15 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S LUMBER - TOR CHORD 2x4 SP 2400F 2,OE(flat) *Except* 2) All plates are MT20 plates unless otherwise T2: 2x4 SP No,2(flat) indicated. BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except* 3) All plates are 1.5x4 MT20 unless otherwise B1: 2x4 SP M 30(flat) indicated. WEBS 2x4 SP No.3(flat) BRACING - 4) Provide mechanical connection (by others) of TOP CHORD 4 truss to bearing plate capable of withstanding 527 Structural wood sheathing directly applied or 2-2-0 lb uplift at joint 14. 5) Recommend 2x6 strongbacks, on edge, oc purlins, except end verticals. spaced at 10-0-0 oc and fastened to each truss BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. with 3-10d (0131" X 3") nails. Strongbacks to beattached towallsattheirouterendsorrestrainedREACTIONS. ( lb/size) by other means. 6) CAUTION, Do not erect truss backwards, 22 988/0-7-4 (min. 0-1-8) 14 - 34610-3-8 (min. 0-1-8) 15 = 2150/0-3-8 (min. 0-1-8) LOAD CASE(S) Max Uplift Standard 14 - 527(LC 3) Max Grav 22 990(LC 3) 14 87(LC 4) 15 2150(LC 1) FORCES. ( lb) Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3053/0, 3-4=-3053/0, 4- 5=-3693/0, 5-6=-3693/0, 6- 7=-304410, 7-8=-1806/0, 8- 9=-1806/0, 9-10=-180610, 10- 11 =0/2355, 11-12=012353 BOTCHORD 21- 22=0/1 831, 20-21 =0/3631, 19- 20=013631, 18-19=0/3044, 17- 18=0/3044, 16-17=0/3044, 14- 15=-1225/0 WEBS 2- 22=-2025/0, 10-15=-2650/0, 2- 21=0/1351, 10-16=0/1923, 3- 21 =-252/0, 4-21 =-640/0, 7- 16=-1541/0,5-19=42010, 7- 17=0/367, 12-14=0/1350, 12- 15=-153310, 6-19=0/1010, 6-18=-399/0 ea 25619 PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weiaht: 130lb FT=10% F.10%E JU: '" 0, "e 1 40, 1F t We- %u' Mev' ,, N 04"", 0*1 IN *t Malec- Anthony T. loP.E. Al, n 410083 pc- 4451 St, Lude. Blvd, Fort 34946 OPY61hio 2016A I 160( busm P. I.P.I.Reptoklief of 16' d-mem"n of 10m, n pfohibild .0to the m n"" ptnupft hom A I hollimesAt*-1 10mbelli'l"L zt Job I Truss I Truss Type Qty ply AO - 033331WRCLG1A9FL05Floor41 Job R9feirence_(optional) A i Roof Trusses, Fort Pierce, FL U646, design@altniss,com Run.4120 s Nov 12 2017 Prird. 8:120 s Nov 12 2017 MiTek Industries, Inc- Fri Mar 30 11:29.5-420-18 Page 1 ID:yPUCgGfi-ZTqtoRCQb7?lNaz2jnS-CGgixNxpn6lVTo?My5ndX9xgtomO37LUc-XBmvzVmqB 0-1-8 2-6-01 1-3-0 2-3-12 1-7-8 0-11-8 Dead Load Deft. = 3/16 in 3x4 3x3 - 3x3 11 4x8 3x4 3x6 FP - 3x4 3x6 26 ij 22 21 20 19 18 17 16 is 14 3x4 3X8 3x6 FP 3x4 3x8 3x6 4x8 - 5-11-4 X,Y)-- [1:Edge,6-6- 1 141 Ed, 24:0-1-8110-0-12], [26:0-1-8,( LOADING(pso SPACING- 2-_0-_0 TCLL 40,0 Plate Grip DOL 1.00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5-0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) 'Except* 82: 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 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min. 0-1-8) 23 135/0-7-4 (min. 0-1-8) 14 1022/0-3-8 (min. 0-1-8) Max Uplift 23 -125(LC 4) Max Grav 20 1637(LC 8) 23 299(LC 3) 14 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=011 021, 4-5=011 023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-1 0=-3848/0, 10-11 =-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-4851318, 21-22=-485/318, 20-21=-485/318, 19-20=0/1210, 18-19=011210, 17-18=0/3848, 16-17=0/3848, 15-16=013908, 14-15= 0/1968 WEBS 2- 23=- 350/534, 3-20=-919/0, 12-14=- 2160/0, 5-20=-2263/0, 12-15= 0/1428, 5-18=011717, 6-18=- 273/46, 10-15=-716/0, 7-18=- 1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been 19-9-12 7:6-14, Edge], [12:6-2-8,Edge]-,-[1610--3-6,Edge], 16:0-1-El,Edge]' _[18 121 CS1. DEFL. in ( too) I/defl L/d TC 0,65 Vert(LL) 0.43 15-16 546 360 BC 0,97 Vert(CT) 0.61 15-16 384 240 WB 0,82 Horz(CT) 0.07 14 n/a n/a Matrix-S 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d ( 0.131" X3") nails, Strongbackslobe attached to walls at their outer ends or restrained by other means, 5) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard a PLATES GRIP MT20 2441190 Weight 129lb FT= 10%F,10%E 41 In .'dz ARthony T, Tombo ; 11, D F, 4 W10l " 14 '4 80083 4451 St, 1 ude Blvd. opyught (0 1016 A I tool I'Vim AolkQ'ylAQM4o111 P'L Rooflmws kthq'0 lo.b.l1l'F'L +ott P2(,,rce, FL Aq46 WRCLG1A9 IFLI 06G Al Roof Trusses, Fort Pierce, FL 349, 1-3-0 4x6 Truss Type FLOOR GIRDER com s Nov 12 2017 Print: E ID:hA3xRN7kH8GY 1-2-4 1 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11 4x6 FITOT033WA ill Plate -Offsets LOADING (pso SPACING- 2-0-0 1 CSI. DEFL. in loc) Ildeff L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC OM Vert(LL) 0,07 10 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0,02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 531 b 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 10-0-0 oc bracing. REACTIONS. (lb/size) 12 903/0-6-14 (min,0-1-8) 7 897/0-3-8 (min, 0-1-8) Max Grav 12 903(LC 1) 7 901 (LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1912/0, 13-14=- 1912/0, 3- 14=-1 912/0, 3-15=-2480/0, 15- 16=-2480/0, 4-16=-248010, 4- 17=-1828/0, 5-17=-1828/0 BOTCHORD 11- 12=0/1276, 10-11=0/2480, 9- 1 0=0/2480, 8-9=0/2480, 7-8=011 175 WEBS 2- 12=-1 56610, 2-11 =0/812, 3- 11 =-723/25, 5-7=-1442/0, 5-8=0/804, 4-8=- 824/0 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) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 180 lb up at 2-5-4, 135 lb down and 180 lb up at 4-5-4, and 190 lb down and 180 lb up at 6-5-4, and 191 lb down and 174 lb up at 8-5- 4 on top chord. The design/selection of such LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber lncrease=1. 00, Plate Increase=1.00 Uniform Loads ( plo Vert: 7- 12=-10, 1-6=-100 Concentrated Loads ( lb) Vert: 3=- 1 14 13=-114 14=-I 10 15=-1 10 16=-1 14 17=-110 18=-1 16 Ticks Wor k.k, J—t- 14 114 011 h1*1 N-14 Jllc'-i k 46-11 I 0 V, (." V .! IA4 " tkt.cww'it! 0 N N it, 0— N tw"I 0 f" W, A, 1" .0 4, W6 kA"'.6 .1 lr I 'it - qv0 N IN .1 7 1*4 - 0 to!,- W'4 I* T, — k, iIA It 445, St, Lune Blvd, 40 l-, p fsp— 1, h 1(11t,; hIr, r Iw,"4 ' iv— der *Iiq ill wl*"""' v, . 0'i". 1111 -art WptCe_ FL 34946 OPY61WO H16A I 10allmsts Aqlhokyl. lambN ill'' 1.01mIts Aqtlioayl Imb.111'PA, zt J6107 ss WRGLG1A9 FL07GE Al Roof Trusses, Fort Pierce, FL 34946, 0I t-8 Truss Type Qty Ply Floor Supported Gable 2 1 A0033333 Jab Reference (optional) ` ttruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:55 2018 Pagel I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-gSE48jyRYPtM4yaYWols3M UTSCLJomsdreGklLzVmgA 0111 - 8 1_ 1 2 3 4 5 6 I v 26 25 24 23 22 21 MMUUliacas n r _ I.rwa e,U-u-It1y_lei.u-t-ts U-u-izJiLzIJ:U-I-O,U-U-1Zj 3x3 --- 7 8 9 1n it 20 19 18 17 16 3x3 LOADING (psf) I SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0,08 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1,00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES ( WB 0.03 Horz(CT) -0.00 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 MatAx-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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0, lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or: 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 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 10%F, 1 O%E xa+s. tmEe muew,+r s+xa. tM'F ft )! 1lS4ES'i=.i:,r _n,At, YlFS k, W'rl ei ,i. ,51 ;"iV"'.i"t`Cx7aS4GNiAC Suss tmd±gog. pp anreES m/rwlu+xz ar iks o tx W:Hakroul.?;@; arcs }XMxt €sxk W,F:l+?I,eux leN e6+r.w 'dt&ti ammK¢e sasetreaxF. M. W A tN5 P*}s tVta k.tK EM t i h !f "id k, , i " 9e 4Nlet k $r[ 9k.Frs .ri t St+d W PHA t ,.R ctt 3 1;Plkti. trl M Ad Sn+R' tTJNtN" 'LSM 41k A, iN i4e dstyE l JAt srtpft i r tM W 8e 1.W Mr tuiC :1{ 1 Af+}E nl:akpAbeS kaiiw# tx(:.ce;. <.xSpkA, ue se ro 1 -s in mr S'a Sa re cma dN i'+nn fiefwarf, nyb rgFuuax t>:assq 3r, rorx:ear,rans,tC neu;: reA^.xssu.. al.er:krW NE tae ryMer '2t werr i, i1 e'Nel n. mmie; asps. gape s:a,ene sa auj aAl1z +.euwsMtlnK A ithCny T. 8008 4451 lonibU Ill, P.E. n t I! rP i se M rm :Mr Mien tw[ '4et 4 k'txpw N} #sea qa r+tk¢r; prxM tafflt7pa€n 4.19a 1N !* Nni ttl efa^ t'o-r ttw.H FrNx tN tidaxt ke rv.tasiM'vsMhMxdroot m,'a: a .i,si Mul,e}aa. ad sns Nxd:an. m7us SC. f.0m Woe p1c+;e k*uilss wt epeeE rpn xg y ira p<Xe pnt+e¢. :k 4,n,Ge.µe. as 4kQilk Fnyier @earpm.« is t.s rx:Eryamdwe Sake{ tA;ypHU l iems aau l bext ep tlt Blvd 34" A rVeklF(i E', t 3494( Cegy! iy9t u 2Pikk?6al tieuct Aathaq LEempa El, F_E Rtgrt4uitia¢4!f§ix gacemgAk, mop k1% i$ poh'W'd a4.0 th re0ePknaaissne teem Ft Recf Gtcaet XntSea}Lieaz44 10. p.t. Job Truss 1Truss Typ-e-- Qty VIY WR?-' LG 1 A9 FL08 Floor 4 1 A0033334 Job Reference {optional) At Roof Trusses, Fort Pierce, FL 34946,desigri@altruss.com Run: 8 . ins Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 3011:29:552018 Page ID: hA3xRN7kH8GY—sQsevncy2zOBnp-gSE48jyRYPtM4yaYWols3MULeC6tofddreGkILZV 0- 1-8 2- 6-0 1-6-0 2-1-0 1-6-0 01-8 Dead Load Dell. = 1/16 in 3x6 30 3x3 3x6 2 3 4 5 6 7 17F6 9 3x4 - - 3x6 - 3x6 - 3x6 16- 1-0 16- 1-0 Plate Offsets_(X,Y)-- [I:EdgeO-0-12], 110:0-2-0, Edge], 113.0-2-8,Edgel, [15:0-1-8,0-0-121, [17:0-1-8,0-0-121 LOADING (pso SPACING- 2-0-0 C1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DO r CS 0.58 Vert(LL) 0.1810-11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC '00 Vert(CT) 0.25 10-11 770 240 1 BCLL 0,0 Rep Stress I,cr YES 13 W0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 81 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No, 3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; purfins, except end verticals. Bar CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 86110-3-8 ( min. 0-1-8) 14 867/0-7- 4 (min, 0-1-8) Max Grav 9 = 861( LC 1) 14 867(LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (b) or less except when shown. TOP CHORD 2-3=- 2519/0, 3A=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOTCHORD 13-14=0/ 1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/ 0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are I 5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) ef 11— k—rl! t—tst 'I z U, QN'u, UK 4 to, f0i 0 p au Nm W,,st.W, xW 1— 4.,r 0', UN', 1 Ia WC 11 10.,ol *WW,, - W,,s 00-A . 1, TO., Anftny T. Tombo i11, r' L to N;.k" A 14W VC .0o'Wok"4e3A'W(M T a Wne4ot!"""14' Ws'-j 0 zt 80033 1'? 4451 St, Luck,, Blvd, ort Pierce, FL 34946 lirpodome, of Ths downent, io a,y few is prohihiltd w'tlsw the nlie' posro'ssion hom A I Roof Imses Aothftqyf lootbo 111, P1, WRCLG1A9 _ _]FL09 Flo -or 10 1 A0033335 lJob Reference (optional) Al Roof trusses, Fort Pierce, FL. 34946, designQa1truss.com Run: 8.126 S Nov 12 2017 Print:- El. 120 s Nov 12 2017 MiTek Industries, Inc. Fri Ma Ir - 3 1 0 - 1 - 1 - 29 56 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-8foSL3z3Ji?Di58k3Wp5czOWmr-S?X64n4tOlqozVmq9 0-1-8 2-6-0 1-6-0 2-2-0 1-3-0 Dead Load Dell. = 1/16 in 3X6 1.5x4 11 3x3 3x3 1.5x4 11 3x6 1.5x4 11 2 3 4 5 6 7 A 3x4 3x6 1,5x4 i! 1.5x4 11 3X6 3x4 LOADING (psf) I SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 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 1-4-12 oc bracing, REACTIONS. (lb/size) 9 855/Mechanical 14 855/0-7-4 (min. 0-1-8) Max Grav 9 = 855(LC 1) 14 855(LC 1) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOT CHORD 13-14=0/1551, 12-13=012707, 11-12= 0/2707, 10-11=0/2707, 9-10= 0/1552 WEBS 7- 9=- 1716/0,2-14=-1715/0, 7-10= 0/1007,2-13=0/1014, 5-1 0=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3- 1 Od 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 15- 9- 8 CS1. DEFL. in (loc) Well L/d TC 062 Vert(l. L) 0,18 12-13 999 360 BC 1. 00 Vert(CT) 0.24 12-13 763 240 WEI 0. 48 Horz(CT) 0,05 9 n/a n/a Matrix-S PLATES GRIP MT20 244/ 190 Weight: 79 lb FT = 10%F, 10%E to —OW tWaWl3Ht`£tx1,ta14F 40#."TA W Al)tho, y T. Tomt"D H;' F.E. 4451St, BIA Forl Pere, F 34"'46 WRCLGIA9 IFL10 I Floor 13 1 1 1 A0033336 Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120s Nov 12 2017 Print: 8,120s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:56 2018 Page I ID:yPUCgGftZTqtoRCQb7?lNaz2inS-8foSL3z3Jj?Di58k3Wp5cZOTGccmXA2n4101qozVmq9 0-1-8 7 6 3x3 11 3x3 3X6 -- 0-3-0 4-5-0 111111 6--61 4 -61 Plate 11:Edqe-,0-0----1 21, [6:0-1-8,0-0-121 I 1 I I LOADING-(Psf)- SPACING- 2-0-0 C S 1. DEFIL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOIL 1.00 TC 0.78 Vert(LL) 0.00 5 .... 360 MT20 244/190 TCDL 10'0 Lumber DOL 1,00 BC 0.38 Vert(CT) 0,05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 I Code FBC2017rrPI2014 Matrix-P Weight: 25 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 4 = 659/0-3-8 (min, 0-1-8) 5 735/0-7-4 (min. 0-1-8) Max Grav 4 = 659(LC 1) 5 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3A=-299/0 BOTCHORD 4-5=0/736 WEBS 2A =-810/0, 2-5=-951 /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 lncrease=1.00 Uniform Loads (plo Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 tf' " "' ! 4' W K5 ft N j Anthony T. TDmho ;11, ' E, z 0. 0 If, I— W ! 1.%' f, 14 "sfw.V'! e 1— 4 W" 4",V" . ff ;'Wsf 0 " K I. T, W q, W"i W W, !is 4VI. 0 N V .4 .7 k1i ls 0 1. Z" k.Wq zaT nsfl"r. W kr-, M, h N W0 1- 1 80083r" 4451 Sft, Lude Blvd. port Pierce, Fl- 34946 t AIt"[ I'Vssfs Replodtf(Im of Ik's kment, in Roy losr" is lifh.lild .11houl Ifit .1911en pons's,ion hm A I Roof I .... es It, Job (Truss Truss Type Qty ply WRCLG1A9 1FL11 Floor 3 1 A0033337 l Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29 57 2018-Page 1 ID:hA3xRN7kH8GY—sQsevncy2zOBnp-orMrZP_h4l74KFjxdDLK8nZpTO?QGfBwlylrMEzVniq8 0-1-8 3x3 5x6 31f5x4 11 4 5 1,0-4-0 1 ci T2 1.5.4 '2ZVil 3 10 z, 1B1 1.5x4 11 3x3 8 7 6 30 4- Offsets- 41 Plat e_ (X, Y)-_- [1:Edgle , 0_-_0_-_12j1__[5:0_1 -2.Eclgej_, f-10-:6-11 -8,0-0-12 1 1 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 TCDL 10.0 Lumber DOL 1.00 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0,11 BCDL 5.0 Code FBC2017frPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 214/0-3-8 (min. 0-1-8) 9 214/0-6-14 (min. 0-1-8) Max Grav 5 = 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131"X31")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 4-5-0 I A A DEFL. in loc) I/defl L/d PLATES GRIP Vert(LL) 0.02 6 999 360 MT20 244/190 Vert(CT) 0-03 6 999 240 Horz(CT) 0.00 5 n/a n/a Weiqht: 24 Ih FT = 1 O%F, 1 O%E Anthony T. Torr0o, 0 *r I— * nor Woor., N 0 N I— On ft-, s 0*iz",no* i, no, toi or'", . N roan 0 fi. it', "I, Vmotft Wo 1,Aq oo W to I "t, or"W a Wootoila! 44'r. Hilo- !r,., "olov! W,4 —V iosowlinoo W ooN M 4 N 0 4451 St. Lude Blvd, opy,ijht 02616 A I toot lwsexIttlit rollitlio, of 11i, goonnelit on .0y lot to, it prohibited without the written Oven,uro, tfirmA I Roof hasus- JortionylA0 mb o III, lijfort P'otce, FL 34946 41 WRUGIA9 FL12GE GABLE A00333381P ___ ___--__ 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 Mar 30 11:29:57 2018 Page 1 I D: hA3xRN 7kf18GY_sQsevncy2zOBnp-crMrZP_h4174KFgjxdDL K8nZp400kGgNwlylrM EzVmg8 t 1 f_ 1 2 3 4 TI 10 12 i T 3T 9 11 I u 8 7 6 5 1-4-0 2-8-0 4-1-0 1-4-0 1-4-0 1-5-0 Plate Offsets (XkY)I-- [9:Edge,0-0-121[9 0-1-8,0-0-121,111:0-1-8,0-0-12j LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10A Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-R Weight: 20 Ih FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 9ryfr.,j Myit N4tj,Yh EtIM h4 1 {U j4 IAVI4i$ t l ..A , .,fi.tA; "sAks i .:lla :kS ,9,`i,if,'U}PI1` Aft#..fit€b'dl:h1' `t s iH PE4`d3`13t Nf A4Cnr MIK M 134 `tPtS af;t A kOrkR (!: a/ IMg0.e { t#Pak n' F; h4yr6kit S.hEi a ip{t atS tl6Y3t ht=nitt it&Y4 k¢!A€ i` p4 Ni'[k;cmft?u kU4 h8'tk A4,"5t 4k,au£ 1[ t 2t :.ryrtie 4t mT';AyM22f Re R .+: Ytfa1 P V+0 1u 'deMq.irmea}u,ue,41 cesii Ar b At GeuAMGrojiR t37Ht,^tCm821.L MM1 aNM 7n.i. Iia kSMe A tte{y.4-oMa;ia M. 54:. alPbsi„Yr W."Ow,1P , rs,-qN,.a yx<,ax A4d atP.ee.lww"I —!o,t h e*u W 0NW 0tW,W14 a l Anthcw 1 Tun La It:, R.E. t u<saa n. tarertaa ser..ea e a era r ,. .r.xi y.ann saax« cream <,e ar tae E.+lMq MsiP c+t Ct6gR:hi dtExN [ a 7t i',rr.¢ntE kl+ dv Im#aY '! akM. Meg twat yetw ti taf SUt at=A Miax .wdltar: FM 1Ames Cx t.MSMG-rti and tMe5 s1 Me ,. t4:pws xiY 9a4'#s [gwr tb te3sNmAttMa allCc 40 a. P, e Ptr r:k u u s,. ,,. s.,,r., e r,+.o-dl e.x,ta irzm P f «-r. ,. ofSi. Lu.lf. 3494 for.t F t 344A erce, b epy, VRh1V2016,AIRoof bo.... ARlh of I,I-b6ItI,PJ, litp,00,"Im of th'i ko.,ftl m oo[ Nfmi. poh,botll`4,40lot .,MooFVmt(S.ttlion kIRoof hYsttt Aplhtny1,Tombtl1i,P.E WRCLG1A9 I HJ2A Truss Diagonal Hip Girder Ply A0033339 Al Jesign@a 1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek industries, Inc, - Fri Mar 30 111 29:'58- -2018 Page'l ID:hA3xRN 7kH8GY—sQsevncy2zO8np-4 1 vDmi—JrKFxxPI76xs2h_6yrQLT?754XcVOvgzVmq7 1-5-0 3-5-11 2x4 LOADING (Psf) SPACING- 2-0-0 CSI, DEFL. in loc)- Wen L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 00 Rep Stress Incr No WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDIL 10.0 Code FBC2017(TP12014 Matrix -MP Wind(LL) 0,01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi-rek recommendss I t I hat - Stabilizers I and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 80/Mechanical 2 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz, 2 78(LC 4) Max Uplift 3 51(LC 8) 2 155(LC 4) 4 1 (LC 8) Max Grav 3 80(LC 1) 2 = 243(LC 1) 4 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=1 16mph: TCDL=5.Opsf: BCDL=5,Opsf; h=25ft; Cat. 11; Exp C Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections rN`J Prrs\iieln rn—hnnirAl ronn—tinn lh\t nthAml of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% Wdfopr'..A,a d "A.A. ex N, I N—jAl" WN X0., I hO, T F i Gk—Aewxea ut 94,s04 gg-4 A, W 11- 01h is*,'" IN 0,4, Otar " Jr.'s twmo,%, lot "k Ae TA I 0*kj Anihony T. Tombo 11, P F, ed 010 .Rv 01.14N.Nit t04r 1. IN wt, xetil W P+1- 04e Won 9, wws, 0 10 w k.f., I— ),,I, IV—* r— U'— lawt t, IJIe trio to rVlq If di ow"', .,6,0 Is, I"!; INjZ? fw- zz qcle M"i "r" " N!s S,4. so r , W*j . M o, C, 0.4 1 4451 $t Lucie Blvd. Zt (opnighliC720tdAItootImsesAPth,,AyI,loholll,PJ. Fort 0iomce, R 34946 0 --- — "-- Job WRUG1A9 HJ3A I Diagonal Hip Girder W111111111111111110 Job Reference A0033340 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL t25 8CLL 0,0 Rep Stress Incr NO BCDL 10.0 1 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purfins- BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTekrecommends that Stabilizers an required cross bracing be installed dl,ring truss erection, in accordance with Stabili. Installation guide,_ REACTIONS. ( lb/size) 3 100/Mechanical 2 = 269/0-10-15 (min.0-1-8) 4 52/Mechanical Max Horz 2 79(LC 4) Max Uplift 3 63(LC 4) 2 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 72(LC 3) FORCES. ( lb) Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL= 1,60 plate grip DOL= 1.60 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. 2x4 : Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:58 2018 Page 1 ID: hA3xRN7kH8GY—sosevncy2zOBnp-4lvDml_JrKFxxPl7BxsZh_6xfQKS?754XcVOvgzVrnq7 4- 2-3 1 4- 2-3 CSI. DEFL. in loc) I/defl L/d TC 0.22 Vert(LL) 0,03 4-7 999 240 BC 0.17 Vert(CT) -0.03 4-7 999 240 WB 0.00 Horz(CT) -0.00 3 n1a n1a Matrix - MP 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 49 lb down and 7 lb up at 14-9, and 49 In down and 7 lb up at 14-9 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% fit PrnvirlA mprhAnirAl —nn—tinn thv nthom`i of t4l"" It 100. Be IN k" P Npnu r *aole± [.1"W . Y ww- oft 1.*"(" "i—Ig it"Ahtf (,- .1 d'.Ih' 0 N 'qIt- 00,1,4 " *Too W, IP, I Anthony T. fwi& J!, PT, 0.04W0, 4 mv 4 80083 N 10. I h,v,. " (wm'ese r. l&saf tx F.1- Af rok., '(ft 4,104 (.f-e We, MOM A WA mt f*' TY 101., e tz I "! N',. 1 ')"'F, f.?— W Nsi 4451 St, t ude Blvd, 0! FL34946 zt tort Pierce, poh'Oed AW the mill" ptim'sim teem A 14.1 lmwl WRCLG1A9 I HJ7 Truss Type Diagonal Hip Girder Ply A0033341 Al Roof Trusses, truss.com Run: 8.120 s 4-11-0 4-11-0 Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:29:59 2018 Page 1 ID: hA3xRN7kH8GY,_sQsevncy2zOBnp-YETb__5?xceNoZZtJleNoECe1 7paokVSDmGEyR6zVmq6 9- 1110-1 111I I I 1 1 4-11-0 4x4 11 1.5x4 1( 3x4 6 4- 111-0 9-10-1 4- 11-0 4-11-0 Plate Offsets_(X,Y)-- [2:Ed6e'0-0-1J LOADING ( psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0,0 Rep Stress Incr No WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 i Mathx-MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No,3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. ds that Stabilizers and MiTekrecommendsaI's I required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 5 155/Mechanical 2 468/0-4-9 (min. 0-1-8) 6 323/Mechanical Max Horz 2 169(LC 4) Max Uplift 5 1 13(1-C 4) 2 261(LC 4) 6 = 106(t-C 8) Max Grav 5 155(LC 1 2 468(LC 1 6 323(LC I FORCES. ( lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-281/118, 3-13=-755/259, 4- 13=-699/260 BOT CHORD 2- 15=-351/697, 15-16=-3511697, 8- 16=-351/697, 8-17=-3511697, 7- 17=-351/697 WEBS 4- 8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10: Vult=1 50mph (3-second gust) Vasd= 1 16mph, TCDL=5,Opsf: BCDL= 5,Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0,18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1 .60 plate grip DOL=11,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1 A-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4- 2-8, and 33 lb down at 7-0-7, and 33 lb down at 7- 0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=11.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, 13=311) 14=-85(F=-42, 8=412) 41 0 4s,: 0— W role's ' t. "''Mde 0 11, 1— k— 0ON 4.". 14 1.10's kurmr, . N W'g 0 N K .0 N coo 04.; 4, .0 M 14, eel Aniony F, foffih,) ill, a.E, 47 8008 3 aA FM- 01%ef d, lwh" 'omW 4451 St, dude Blvd, oppighl 0 7016 A I tool f oit Preece, Ft, 34946 wm ?J, krpoilvamofft"m do,e.1 lo ofty ltw 4 poh,bhd rhcv the -nee pew,,iv hom A I too( 1,"waAtthDqJ lomi,ollij,f. WRUG1 A9 I J 2A At Roof Trusses, Fort Pierce, - I Jack -Open I9 i ( A0033342 truss.00m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:00 2018 Page 1 ID: hA3xRN7kH8GY sQsevncy2zOBnp-OQ1zBROaNyVfBiSW[Mu1mPBJzD2gTObM?w—VZ2ZVmq5 1-0-0 2:-O 2-6-0 2x4 7- LOADING (psf, I SPACING- 1-0-0 CSI* DEFL, in too, I/del Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vort(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,06 Vert(CT) 400 7 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 400 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrJx-MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-6-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek-recommends that Stabilizers a - nd required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Harz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) OF less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=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. 4;1 Prmfielp mnrhnnirAl cnnnartinn (h\t nthAm I of W" ;_'* 1"'M 4'.1 * 0 M It n 'At h"" 1.0— t' *0' 1.'W . M U, ur"W' ea-$- 0 M F'9"V.W "w't "W'*to 4. W &,I,. "'V, N!, "t'M . 14 "OV .1, W M1 4 oq' *; "'W.< '"R Ank ny T. TDmboill, P E, goWtf 80083 Alft 1* ot ft rlmlc 4P4#- 0 " Won W-—XV, OnW tTlt.4 %W.a0-t 1. F.V rk., 4451 St, Lune blvd. ro,t Weap, FL 34946 opp jhOD? 016A I koollmsts looflmw PA, Job Truss Truss Type WRCLG1A9 JM Jack -Open A0033343 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.12ds Nov 12 201 1 7 MiTek - In , du - s , I I nes Inc. Fri - M 11 ar 1 30 11:30:01 1 2018 11 Page 1 1 ID:hA3xRN7kH8GY-s4sevncy2zOBnp-UcbLPnlC8FdWotlis3PGJdkT1dMcCTrWDai3V?zVmq4 3-0-0 2x4 37070 A-P-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0,01 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 FBC20171TPI2014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. recommends StabilizersMiTelkmendsthatStaizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 71/Mechanical 2 18810-8-0 (min.0-1-8) 4 = 37/Mechanical Max Herz 2 = 67(LC 12) Max Uplift 3 43(LC 12) 2 103(LC 8) 4 31 (LC 9) Max Grav 3 = 71 (LC 1 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCD4=5.Opsf; h=1 5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the hn"nm rhnrti and qmj nthAr mpmhom 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard i It" ct""NIV* W 'A". NO— I koW n W- kartTDO err ff Anthony T. TDmbo;I1, ;I f0a1,44 kwq t-i t mww" 0 III t.0; h,r W U - Aff I, W, - 0, 10 4 N .4 P0., 0 R, Wfiq (.",o W It— oa VtV, "tIM 11 W A(A It, I ti* `- 1101 W W111 e 1, 141q0- , I '11 3,1,11 .9- .1 RyaK.O.* I, 4451 St, Lucie Blvd, opyllif (0 1016 A I too( fivisti Aolho,v I hmbo, III, It, Repowtim of 11;is kmw n entylom, iI of*boed I,,Ihcol Mt-Vep permission hem A-1 Roof lm" k000g I lomloft III, N, Port Pierce, FL 34946 Zt "'" """ 9 WRCLGIA9 IR At I Truss Type ty IJack -Open 15 1 A0033344 Q , Ply 3iqn@altrusscom- Run: 8.U0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar M 11:36n6 Page 161 1- - ID:hA3xRN7kH8GY_ sQsevncy2zOBnp-UcbLPn1C8FdWotlis3PGJdkGtdBbCTrWDaj3V?zVmq4 1-0- 0 7-0-0 3x6 11 5 7-0- 0 LOADING (psf) SPACING- 2-0-0 CSI' DEFL. in loc) I/defi L/d TCLL 20. 0 Plate Grip DOL 1.25 1 TC 0.98 Vert(LL) 0.10 5-8 818 360 TCDL 10. 0 Lumber DOL 1,25 BC 0.8.5 Vert(CT) 0.24 5-8 350 240 BCLL 0. 0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0,05 4 n/a n/a BCDL 10. 0 i Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORE) 2x4 SP No.2 BOT CHORE) 2x4 SP No,2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-6-12 oc bracing. mif4 recommends that Stabilizers I I and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/ size) 4 = 183/ Mechanical 2 = 34210- 3-8 (min. 0-1-8) 5 90/ Mechanir-al Max Herz 2 = 156( LC 12) Max Uplift 4 -133( LC 12) 2 -92( LC 12) Max Grav 4 = 183( LC 1) 2 342( LC 1) 5 128( LC 3) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 .60 plate grip DOL= 1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2, LOAD CASE( S) Standard Dead Load Dell. = 1/8 in PLATES GRIP MT20 244/ 190 Weight: 26 lb FT = 10% 0 nncf nn tha hn"nm rhnrel in all areas -h- A 01 0 W—N, I", I 1.t't K tom Wrc W-- 0 p- Anthony T. U)inbc) :11, P.E. 0 %X-* Lk'6'0'"3 WW[KI I" Wq xw' A(K. W 4- 110"4 Nwv-4"' 0 80083 4451 St. Lticie, Blvd, A.W. F.4 egad x04 k' dl W.." "'i'a N 1'it. "ur N 1.14,4 Nilp+ n lc, S"'" `-4.. r .' W" 4H us'tct'$ Im as Z' ift'i io III I Fort Pierce, FL 34946 opylilhI02016A lbolmsts Anihoyi'lambolill III, Replod.60telik'Awwat I Rnlimm Type 1 A9 I M7G I Jack -Closed Girder A0033345 9 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 Mar 30 111:30:_W 2018 Page' 1 ID:hA3xRN7kH8GY—sQsevncy2zOBnp-zp9jc61 quZIMQOcuQmwVrqGdxl WExni—fSETc2RzVmq 3 3-6-0 - 7-0-0 3-6-0 3-6-6 1,5x4 11 3 6x6 1- 3x8 11 JUS26 3x6 11 JUS26 4x6 JUS26 LOADING (psf) SPACING- 2-0-0 CS1. i DEFL. in loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0,20 j Vert(LL) 0.03 4-5 999 360 TCDL 10.0 j Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WEI 0,65 Horz(CT) 0,01 4 n/a n/a BCDL 100 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No,3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 8-9-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 1564/Mechanical 1 1480/0-3-8 (min.0-1-12) Max Horz 1 = 138(LC 8) Max Uplift 4 = 523(LC 8) 1 = 422(LC 8) Max Grav 4 1564(LC 1) 1 1480(LC 1) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-20971596 BOT CHORD 1-9=-646/1927, 5-9=-646/1927, 5-1 0=-646/1927, 4-1 0=-646/1927 WEBS 2-5=-430/1575, 2-4=-2170/728 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat, 11; Exp C; Encl., GCpi=0,118; MWFRS envelope); cantilever left and right exposed : end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 4 and 422 lb uplift at joint 1. 6) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max, starting at 1-6-12 from the left end to 5-6-12 to connect truss(es) B02 (11 ply 2x4 SP), B04 (1 ply 2x4 SP) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1,25 Uniform Loads (plo Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 1 0=-832(F) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 10% 71 Thio, to , h— ha-11—t--i f— a in o —f Mr to, M0nax 13 0W. Acrthorry T. Tombo 111, P.F. 4451 SF Lqoe bC117101161-Allf IN F L k,podA60o 01A0 dr,(wol Apo p Iv. s pWArlh oh''d .11ht AanFnmiszioa I'm A I h9f1wm Who" I I .bo 10 P E Fort pler"f-', FI 34e)46 Job- Truss Truss Type Job , b Reference A003334 - 61WFRCLG`IA9 VM3 Valley 1 6'y - --- -- i- p y ' 1' ( optional) Al (Roof Trusses, Fort Pierce, FL design@al-tr-uss.com Run: 8,120s Nov 12 2017 Print fl.120s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:02 2018 Pagel 10:hA3xRN7kH8GY—sQsevncy2zOBnp-zp9ic6lquZIMQOcuQmwVrqGfAlkExw5fSETc2RzV,.,,3 3-0-0 6 110-1 3 2x4 LOADING pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 I Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-p Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends------th-a--t--S--ta-bilizers and I required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 1 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 22/2-11-6 (min. 0-1-8) Max Herz I 46(LC 12) Max Uplift 1 22(LC 12) 2 53(LC 12) Max Grav 1 = 90(LC 1) 2 67(LC 1) 3 45(LC 3) FORCES. (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=l l6mph; TCDL=5.Opsf; BCDL=5.Opsf; h=2511; Cal. 11; Exp C; Encl., GCpi=0,18; MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=l .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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard initk\ 9 e —wl aral£nt to main W W— MW`1 IW—wI—d*M, X"l,-Of W" !R Anthony T, Tombo IU, P.E. 4451 St, LuoBlvd, Forr Pierre, rt 34946 qy" qht l"' 2016 A I RQ(d lmw ArAny 1, ImW III F'k' ttpodww 01 Th's dowwftt"A of k-n poh,battl eltSnunba —ft. pm".' 1'.. A I koul hwn 6ftoy 1 10.6 111 P.I. Job Truss Truss T, WRCLG1A9 VM5 Valley Z 1 1 1 A00333471 I I design@altruss.com Run 2x4 ,' s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:30:03 2018 Pagel ID:hA3xRN7kfA8GY—sQsevncy2zOBnp-R?j6qS2SfttD2AB4—URkO2pqtR3RgNLphuCgauzVmq2 5.0011 2 WI Bi 5 1.5x4 11 3 4 LOADING (psl SPACING- 2-0-0 CSL DEFL. in (loc) Ildofl L/d TCLL 20.0 Plate Grip DOLt. ' 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 1 Code FBC20171TPI2014 Matrix-P 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 5-0-0 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. All bearings 4-11-6. lb) - Max Herz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/320 NOTES- 1) Wind: ASCE 7-10-, Vult= 1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11 Exp C; Encl., GCpi=0.18; MWFRS onvelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposecl;C-C for members and forces & MWIFIRS for reactions shown; Lumber DOL=l .60 plate grip DOL= 1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 5= 104, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT m 10% ANJI:UTPI 1 —1. to —in f—d. V'j ii(l! iWB 916,tA:lst*it:Vf,ks.tkl";,,*',r"111-".it A—rh>EtE'M'q! sV k1thon4` P. lornbr) 11', PE, 8n083 4451 St Lkjoe Blvd P1 TYPICAL HIP / KING JACK CONNECTION I STDTL01 t I JANUARY 17,2017 mom avow Mom A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772,109-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height nd Exposure D up to 30 Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ttach Corner Jack's tl (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 445 1 5" il Fc-t "WM', FL 341"W, 2tiWkofTloiw PJ 1"'Wift P[ FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE 6LVO. 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 ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS, 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IDd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IDd COMMON WIRE NAILS. END WALL CEILING SHEATHING URALIHG REQUIREMENTS FOR SIRUCTURAL QAULE 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 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' Q.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS' MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI @RACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLETRU/ 1o\ SS / UKAL. TRUSS wrnu 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. I STANDARD PIGGYBACK TRUSS JULY 17, 2017 - A . 1-1- All 1 STDTL04 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. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS, A -I ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION, SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' OZ.) 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 48'0 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"TEELOCK 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. VVU iHC k5WwV"v4T*t". 1-0 1."04 1! Awhcny 1,mbo :! 1, 1 f A*oyl foxt*111seisss.pi 444001 ft, JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 0 A-1 ROOF TRUSSES 4A-- I ST I I ICIP At Vn FOI SECURE VALLEY TRUSS W/ ONE ROW OF 1 Od NAILS 6" O.C. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0,131- = 10d 2, WOOD SCREW = 4,5" WS45 USP OR EQUIVALENT, 3, INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES, 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A', 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER 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 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 Wl TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4- X 4,5-) WOOD SCREWS INTO EACH BASE TRUSS. P,ttiony T Tqinbo M, P 44 51 %tLurie 01w" vp5' jf'f t"'?016 X i bot ifow tglioty 1, 104011 pl, iofm ' F"'Aiko 940 tht Rfmtfl pvvwm o qgmx1140fAffwjIlam!; al P.L.FUT PKIMI., FL 34946 FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 SECURE W/ ( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS I r1— 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 [-12 SEE DETAIL "A" BELOW (TYP,) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1,60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W1 TWO USP MAX SPACING = 24'0,C, (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS, 34946 W64lio4lit"", 66 T hmWit PJ' 1 bollw' k0q'tl 4.4e 91 P't JULY 17, 2017 1 1 Vr1%t_9_t_ 1 %it- " L_ IL_ HIGH WIND VELOCITY; r.% STDTL07 0 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT,— 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24"O,C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY "m DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NOWBEVELED BOTTOM CHORD j I I BOTTOM CHORD pao CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) Anthony 1, lombo 111, P.E. as 'kit",aef4ittx.{rtsr F urn.!,1 44,51 5 tki'le Blvd Forl Pwrce, R_ 3,046 M&I I ...... 1.,6-; T t-.1. W P I 0 FEBRUARY 17,2017 A -I ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS VERT7z; STUD SECTION B-B TRUSS GOOMETRYAND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' D.C. 2) 10d NAILS VBRACE INTO2X62X6 SP OR SPF # 2 2X4 SP OR SPF # 2 TYPICAL HORIZONTAL NAILED TO 2X4 VERTICALS iSECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH ( 2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Eld NAILS MINIMUM, ROOF PLYWOOD SHEATHING TO r SHEATHING 2X4 STD SPF BLOCK 4 w iiqV DIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24- MAX. NOTE: t MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) (- 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX.NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. vz 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT v SPACED 48' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131*X3D* AND OJ31*X3-5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/ 3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 1 STUD 12- O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16* O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24"U. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12'0.C. 3-10-15 5-6-11 6-6-11 11-8-14 20 SP $12 16"0,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' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT z 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE 1 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 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 1-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 [-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB M( NAILS WEB I : r 'T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVO. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL WITHNAIBLS (01313)X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) USE METAL FRAMING -j /- ATTACH TO VERTICAL 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 (DO 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 I STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS u SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3• ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST, LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409.1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c> zz 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 Ki 128 74.2 67.9 58.9 57.6 50.3 z0J 131 75.9 69.5 60.3 59.0 51.1 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 LIS: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 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 NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 0a FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTLI2 A•1 ROOF TRUSSES 4451 ST, LUCIE BLVD, FORT PIERCE, FL 3494E 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20 0 J 135 60 48 33 30 20 UT 162 72 58 39 37 25 J 128 54 42 28 27 19 F_ z 2 Q 131 55 43 29 28 19 LU 148 62 48 34 31 21J J N C r z 120 51 39 27 26 17 C.3 128 49 38 26 25 17 O 131 51 39 27 26 17 148 57 44 31 28 20 t 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 (0162. OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY EL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 TYP 2x2 NAILER ATTACHMENT 1 STDTL13 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. v I 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 STDTL 1 4 MAX 30" (2'-b") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 eeaup fteeae auxqu. rierr hw'A A44x rl=).€--`tti.N Gt;i; StM`tt n tt'e>,) INi6 k=iRY'.'SCNEt•M: Itrhk,+NY*'m ta>af=rN Metwms?sx:x,tt*;eaq `WMkmra. `, iFppaN F, trtaewe}k+e tab e n kihSx Nte++_fit aurtad aea73G. rip and , i. fi G $M lU rtkt M ! M M PKMmq'k P< N W. d. 8' W tk 4r . Mttxq ctN W i Fb4R a; rt' Rt 4m[ M '++d d 4. _ k$wp T'4 Ynagt 4tkM1n tvi bi(»i h2 ,Mi. IN alas t M I Y Rtvgn R.i Me R e M .u3 M Re Ntt#' Mn4 tA6 ^e 4' OtRW,c.+grn i 5% AN+M a! iA ,fix [R P*' d rMN< R MM; #a n.M'idhaW a! t4vn A 3 i n :vt'4` *t. P+try^,N`Rrf: aN tea„ Ns+.Mnlcn ra,izj of St t _e'494 Ca9Y 9ht-'141hA 11ypl Grasses !n Pctt 1.lomha ff( R.(. I'F"Owt;ee, 0'k"4 ..tnr, is tar 4atm.. is 4 nkiC+xA w,%,.IM, ar Wpe Pns ea 6o cA lfpnf irns es AxManr i, Ft^.«4c it1.. F.l. FU, =ice, k .A 3a(y FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTLl5DAMAGEDORMISSINGCHORDSPLICEPLATES u A-1 ROOF TRUSSES 4451 ST LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 3 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 1 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 376? 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEARSIDE 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). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL1 6 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34W 772-409-1010 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 END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.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. 2X- SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 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 L1 5 5/8" i' atrw HATCH LEGEND l^ S, off A.F.F. Y IS'- 1 7/8" A.F.F.: NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. NEVI C: ALL IPUJJ tU'"ALL ANUtUN IKU:,: I LEDGER CONNECTIONS BY BUILDER IUNLESS NOTED OTHERVISE) NOTE. ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT- DIAGRAM IS TO SHOW TRUSS i.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR. THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS, FOR BRACING & ERECT tON DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD n re REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 1US24 H> TKT46 IUS26 c`I '> MSH422 THD26 K MUS26 THD26.2 US46 S9 HANGER BY BUILDER LOADING ROOF I FLOOR WIND LOAD 0 o i LIVE LOAD 20 40 ASCE 7 YO G DEAD LOAD 20 20 j 150 MPH 1 Ei(P C 4 a C LIVE LOAD to- 0 I . CATEGORY It o DEAD 6QAD) LO 5 ENCLOSED TOTAL LOAD 40 55 FBC 2027 DURATION FACTOR 1 2.25 1,00 TRI-2024 REV, D ATE jBY i _-- REMARKS .—._ REVISED FOR 2X6 BOTTOM RIBBION, RELOCATE FL i T AT STAIR OPENING CODE UPDATE t— j - I5 .frx'f.0 tvod that.!VoVe onditrcrs Rave been reviewed APPROVED are acceptable far Lh8 fabrica<.iorr at trusses, -- APPROVED AS NCTEf7 Pe.evaYsonas^kCfies. oYe hzR a5 1 R.. V!<,E ANDRESLi€5.".iT eas.eeirg -- adevatio S/Ddches, b, aS—g XJt =Ikons & aii detai oeltaNtl6Slg' FtE:1cC-Ea O this t-ss hiacemen# Dian. No back Chalges wilt be accepted w,ft-AA (.'i ,icus efwten CAT approval from an A-1 Rc3t Truax .c a R€.AN bATEr ARCH -__. r... ._.... ...._ CUSTOMER RYAN HOMES 108 NAME LARGO vt "A` [hAiff R`GYfT OPT£ON(S B'-C"CLG COMMNTY LOT i KENSINGTON R€SERVE; LOT fr10 BLDG TYPE BLDG SOB N 72571 MASTER WRCLGIA9 DATE 22i09/2016 DRAWN SCALE 17 kTS 11}.Iv wq lyi,A uyT ny r A-1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010/ Fax 772-409-1015 htfp /,'w waII-r<SScon, REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # I - ;10 Address: 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 t'EL t CTRIC AL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final NOW-01 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONJUL172018 Application No: Documented Construction Value: $ 2-8 "(6 1 Job Address: 3877 Crawley Down Loop Historic District: Yes 0 NoF x Parcel ID: 17-20-31-5VC-0000-1200 ResidentialN Commercial 0 Type of Work: New AdditionEl AlterationEl RepairEl Demo R Change of UseEl Move 0 Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Name NVR INC. dba Ryan HQMes Street: 4307 Vineland Rd # H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Name Street: Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407- 692-9820 Fax: 407-692-9821 State License No.: CBC1257565 ArchitecVEngineer Information AB Design Phone: 407- 774-6078 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL Bonding Company: N/A E-mail: brian@abdesigngroup.com 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'h Edition (2014) Florida Building Code Revised: Rine 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 pen -nit 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 4 t7 7/11/2018 Jr 7/11/2018 S_ignatur(6© d gent Date Signature Wltrac rlAg t Date Trace McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 7/11/2018 7/11/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MFArAN LYNNE FOWLER 'I PU ME AGAN LYNNE FOWLER MY COMMISSION # GG M3253 My COMMISSION# ()63253 EXPIRES ja,uary 17.2021 EXPIRES: jaquaiy 17,2021 Bonded ThN Budget Notary so"", 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 lul—W1,11 "ArmMy"', I'l 11 i AJAINS-1wellm L71!] Permits Required: Building&r Electrical [R' Mechanicalr--" Plumbing®' GasF] Roof[] Construction Type: Al Occupancy Use: Flood Zone: A TA C 0 6't> Total Sq Ft of Bldg: ro 1S' D- Min. Occupancy Load: #of Stories: New Construction: Electric - # of Amps Z4_?:Q Plumbing - # of Fixtures 9 Fire Sprinkler Permit: YesE] No of Heads APPROVALS: ZONING: l UTILITIES: ENGINEERING: OA L -7-30-1,? FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. L-C(Ylj 0 V S ( Fire Alarm Permit: YesE] No ED WASTE WATER: BUILDING: !;E Revised: June 30, 2015 Permit Application Job Address: 3877 Crawley Down Loop CITY OF SANFORD BUILDING & FIRE PREVENTION JUL 17 2018 PERMIT APPLICATION Application No: .--310() Documented Construction Value: $ 93,444 Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-1200 Residential 0 Commercial Type of Work: New EA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Rvan Homes Phone: 407-692-9831 Street: 430Z Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A 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. 4tl' 7/11/2018 7/11/2018 S ignatul Date Signature trac r/Ag t Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name 7/11/2018 Signature of Notary -State of Florida Date pv&. MEAGAN LYNNE FOWLER My COMMISSION # GG 063253 EXPIRES: January 17. 2021N' lFar r4oloBonded Thru Budget Notary SWIC05OFFV Print Contractor/Agent's Name 7/11/2018 Signature of Notary -State of Florida Date f P& MFAGAN LYNNE FOWLER My COMMISSION # GG 063253 EXPIRES' January 17.2021 AI servicestoFfvV, Bonded 1-4p, Budget Netary Owner/Agent is __X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical [] Mechanical FI Plumbing[] Gas[] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes n No F] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes n No F] UTILITIES: WASTE WATER: mm BUILDING: Revised: June 30,2015 Permit Application CITY OF SNF OR D PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@)nvrinc.com Property Address: 3877 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1200 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: FEW New structure F-1 Existing Structure (pre-2007 FIRM adoption) Expansion/Addition 0 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) UMM 1, WMA001. 01 Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number, 1202940090F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: Fj The parcel is in the: El floodplain F-Ifloodway F_J A portion of the parcel is in the: El floodplain 0 floodway FEW The parcel is not in the: FEWfloodplain E]floodway El The structure is in the: Elfloodplain Ofloodway El The structure is not in the: floodplain EJ 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# 18-3108 Reviewed by: Michael Cash, CFM Date: July 30, 2018 SQ.FT. CALC.'S L5T FLR LIVMG 504 $a FT. 2ND FLR. LIVMG 065 SQ FT. TOTAL LIVW. 2*S SCL FT. EMR1' 40 SCt Fr. GARAGE 449 SQ FT. TOTAL 20, SGL FT. PATi..O 24 SCL Fi. i EEEEEEEEEEEE; I/////// ODMFCM fl' /*DCLACDMO MDtA" tiAtfO MD E2Q'00.E rm s seoo D auom= CAL 4 l01141@F= AQEi ONmcn710M am IDDimim 92 5 248W-30* 2 24 3050 DR 4 2LW-360S 3 n 23-SH 4 29.451-30:b 3A n 25-SN 5 2A45/31A6 35 n 2)25-M 4 M-iM 4 64 bm SGp 5 26-TV-3330 WIND DESIGN CRITERIA A ESAW- U040 SPEED MPH f3 SECC110 i.UST) MULT-w / VASD.IK >'PMt D. A4TEfd4AL PRESSURE GOEffICENT.+ JS C. M-'K CATEGMT.TYPE 11 D. EM'OSURE CATEGORY C NOTE, VALUES FOR COMPON[TS 4 CLA00045 PfRESSUFE ARE SSASED CN THE Wit DESr.N U04D SPEED. POCK 6TN ED. (20M) ALLOWS TiESE FRES9IRRES TO ESE MLTIPLED EST 0b TO MEET THE ALLOWAme OR NOMPIAL TESTED VALUES USED EST PRODUCT MAKFACTUMTS. ice- i MT71CR TO ORMU WALLA" CH ALL FWMM tE7-0 MACH RE MOS RDM Ml OE NPATED *01MA7M V TMAM A TERM MAIM "AY CABINET SECTION FIRST FLOOR PLAN SCALE: 1/4 . V-0' El EVATSCN *A* A R C H I T E C T S i si n GouuOE. 1 l N. RONALO RE"" BLVD. LONGW000. FL 32750 407- 77a 073 fA . 07.77H 7b eDOesiC O..P.com AAAN: 0003325 RI 1- 4SLTHDIV. & LOT. KENSINGTON RESERVE WTg120) ALODri. 4 LARGO VERSION/ Ol) PROJ= T# 02997. 000 120M PACK: FIRST FLOOR PLAN DA. TM 6/12/18 SCAM 1/4"=1'-O" slim T 3 or 9 CCWC11BIf A2DCLACCMWD— RAMMOWCOM rMsesomcum CALL• UAW am 71cm h M%M 1 30 1 30WW 4 3IM-33M 2 6 4 28b5/-3U4 3 H 3OWSH 4 2SA+5/-3U4lEmp 4 B 5 28650115 5 Q 5 5 2%M-36.10TEMP b 8 wwas 4 ISb5/-3U4 WIND DESIGN CRITERIA A. BASIC MID SPEED MF44 (3 SECCMD GUST) ALT.00 / VASD-I16 TTP14 C. MTEt24AL PREMM C094RCE lf.+ .B Cr RISK C:ATEGORI'. TYPE 11 D. EX-O&L RE CATEGORr C NOTE, VALUES FOR COPT-C ENTS A C'LADDMG FNEESSLM ARE CASED ON THE Wit PEW.M UM SPEED. FCCR 6TH ED. (20M) ALLOWS THESE PRE55 M$ TO BE M LTtPLEP CT CA TO MEET THE ALLOULACLE OR NGMMAL TESTED VALUES USES BY PRODUCT MAKFACTLVI EFE. NOt6 1 FMM TO MULL WALLATIM CN ALL FRMW. flB'RM T-V FR M TM MW ORFLO01 BE IMTID *0 TIEATEP 11 IMATF A 119" E TREATID SPRAT 3/ 4' TOG SIB ftAOR GLiED 4 SCREWED PER NALMG 60 4MV E Pfw- rw. R.M. TMMES PER T1 M PL.Ml 2) LAYERS OF V4' PLYWOOD OR (2) LAYERS OF 3/ 4' SIB BOOR MATERIAL R"fCR 60Ld7 NAILMG SECNE 2xG STM43EM TO SOLD HALM W/ Ud K41LS TO W NAU!P RWM 6AGKSCM W. I.C. SiAIIt DATA: 17 RLS$R.4 l7-67' 16 TREADS *10' +1' NOMG 0 2" PLATE 2x4 P.T. PLATE SE4i1E W) Wd OJT NAILS K' O.C. MAX STAIR SECTION: 9'-4" BRG. HT. I ; Inx W 1 3/4' IT,O. FRd FLR 3'- 4' Ex;r. FAT. i- 42' WGH MAILRiG WAND RAIL 3) 2xV SYP STR MIUMS SECURED CV 12d NAILS . 6'-S' OL b, Q ATl. TREAD 2. 4 1E-lW01CMG . EA 2.12 slow" Zln STRICTER TO STT ON LAM*0 MEYOND) 3L4' E 3 NAIL"FLOOR CAAN!D A ED COL 2x6 LEDGER SEGUED TO BLOCK YV 3A6' TAP COW MI11 VW EM 24' Or- STAG iOMP 1 0'-C' FM. FLR SECOND FLOOR PLAN SCALE, 1/4 x Y-0' ELEVATION 'A' A R C N IT E C T S 5 GrMoM0 . 1441 R. R LDNGWOD REA6AM SIY. WO7-77 G327s9 Fs7.77a 7a bd-.774-78 y4G c 000xazs @nn ll! 8UBDIV. do I.OT. KENSINGTON RESERVE iDT$ 120) MODFMA LARGO VEMONJ01) PRO= CT# 02997. 000 120M PALM SECOND FLOOR PLAN/ STAIR SECTION f • Il 11. P . •-.I.. DATM 6/12/18 DCA. LM 1/4"=1'-0" SIfET 4 OF 9 A 1 0 Application for Paved Driveway, Sidewalk or V0 a " Walkway Including Right -of -Way Use & V, 0 R . Landscaping ; 0; k * f I A I 1877— " is "Y www.ojtnfora.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 I 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 size and location of the existing right—of-way and use shall be provided or application could be delayed. 1. Project Location/Address: 3877 Crawley Down Loop, Sanford, FL 32773 2, Proposed Activity: Driveway El Walkway El other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application Is d by: pioportyomw. Signature: r Address: 4307 Vvi Id #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmedona@nvrinc.com Date: 07/11/2018 Maintenance Res ponsi billties/I ndem nification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement, This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto, Requestor may, With written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration, To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councillpersons, agents, servants, oremploy- 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: 07/11/2018 permit shall be posted on the site during construction. Please call 407.688,5080 24 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Noyember2015 ROW Use OrNeway, pdf SCPA Parcel View: 17-20-31-5VC-0000-1200 Propgrty Record and Parcel: 17-20-31-5VC-0000-1200 Property Address: 3877 CRAWLEY DOWN LOOP SANFORD. f- L 32 773 Value Summary 0-1200 2018 Working 2017 Certified Values PROJECT I LLC... Values e............ Valuation Method Cost/Market Cost/Market OWN LOOP SANFORD, FL 32773 Number of Buildings 0 0 SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value iSEt 1tE Depreciated EXFT Value Land Value (Market) $52,000 14,000 DENTIAL Land Value Ag 52,000 14,000 Portability Adj9 Save Our Homes Adj $0 0 77 ti ' Amendment 1 Adj $0 0 l 21 . a P&G Adj $0 0 Assessed Value $52,000 14,000 41 f G IJ - 1; Tax Amount without SOH: $266.58 R 2017 Tax Chill AEnount $266.58 X Tax Eswnatnr Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Sales Description Date Land Boob_. , ._. Pa9e.____ _ Amount No Sales Qualified Vac/Imp LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy _McDonald an agent of. NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (cheek only one option): El The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney:_ May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day of 200 1$ by Robert Lattanzi who is Z or a who has produced as identification and who did (did not) take an oath. Signature Notary Seal) MC -AG #V Print or type name av auk MEAGAN LYNNE FOWLER My ComM SSIQN # GG 063253 Notary Public -State of EXPIRES. JOIJUY 17,2021 Commission No. Thru Bod"I Notarf $wA' My Commission Rev. 08 12) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 20 Kensington Reserve LargoAG RNW Builder Name: RYAN HOMES Street: 3877 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft' 6. Conditioned floor area above grade (ft') 2169 b. NIA R= ft2 Conditioned floor area below grade (ft') 0 c, N/A R= ft2 11. Ducts R ft2 7. Windows(214.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.35 166.75 112 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 I a, Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.224 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 scift.) Insulation Area EF: 0.940 a, Slab -On -Grade Edge Insulation R=O.O 904.00 ft2 b. Conservation features b. Floor over Garage R=l 1.0 397.00 ft2 None c. N/A R= fta 15. Credits Pstat Glass/Floor Area: 0.099 Total Proposed Modified Loads: 64.23 PASSTotalBaselineLoads: 64.24 1 hereby certify that the plans and specifications covered by Review of the plans and VE S this calculation are in compliance vv' the Florida Energy specifications covered by this 0 Code, calculation indicates compliance with the Florida Energy Code. 40 PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as de ned, is in compliancea' de a, is u Florida Statutes. with the Florida Energy Cade. d ED WE OWNER/AGENT: BUILDING OFFICIAL: DATE: __6/15/2018 DATE: . . ..... Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.060 Qn for whole house. 6/15/2018 9:52 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: u. Documented Construction Value- S 2 t Job Address: Historic District: YesEl No Parcel ID: Residentiato Commercial Type of Work: New Addition El Alteration El Repair El DemoEl Change of Use El Move El Description of Plan Review Contact Person: Title: Phone: Fax: - Email: 6c'e- Property Owner Information Name Phone: Street: Resident of property? City, State Zip: contractor Information Name_b4A- A'VV1' Art'y_ ]Phone: Street:, Fax: LR>az r) City, State State License No.:O. 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 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: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A 0- 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 and zoJ g Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ofContractor/Agent Is Name Signature of No Ty -State of Florida "bate CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Contractor/Agent is _%,:.-?ersohally Known to Me or Produced ID _ Type of ID — BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] Mechanicalo PlumbingO Gas[] RoofEl Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min, Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes E] No E] # of Heads APPROVALS: ZONING: ___ UTILITIES: ENGINEERING: — FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes E] No [] WASTE WATER: BUILDING: Revised-, June 30, 2015 Permit Application STATEWIDE 1-0@0-03X-2605 Ryan Homes 43V7Vineland Road, Suite H-20 Orlando, FL 32811 State CertifiomdouCAC83%440 1-,,'1DEL-A1R n," EATING AM CONDITIONING Revised Date: 03/30/17 Phone: 407'692-9828 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan Design Criteria: R-] 8-Vented Under Attic R, 19 -Ventcd Knee Wall R, 4.1 - Block Vva||s R- 13 -FrameVVoud,Adacent R- l]-FrameVVood, Exterior VVindmwo- Low E Double Pane U-Value J4-SMGC VVaternea, er- 50 Gallon E|ectr|c, Eff: 0.95 Duct Leakage Test Required 31/ U-value.62-5HGC25 RYAN HOMES - STANDARD SERIES PLAN TONNAGF SEER FANS TOTAL JASMINE COVE VERSION I OPT LUXURY JASMINE COVE VERSION I OPT SITTING RM 3.0 15.0 3 4,509.00 Customer Initials s/."^ p"'.. 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 . . . . . 18-00003108 Date 11/08/18 Application pin number . . . 721480 Property Address . . . . . . 3877 CRAWLEY DOWN LP Parcel Number . . . . . . 17.20.31.5VC-0000-1200 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . PUD Application valuation . . . . 285961 I ------------------------------------- Application desc need noc Owner Contractor RYAN HOME RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . * * * . . . . NONE Other struct info ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2682,00 Permit . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1086503 Permit pin number 1086503 Sub Contractor . DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 11/08/18 Valuation . . 5530 Expiration Date . . 5/07/19 Qty Unit Charge Per Extension BASE FEE 110.00 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.qov Other Fees . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1083.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 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 . . . . . 18-00003108 Date 11/08/18 Property Address . . . . . . 3877 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-1200 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc , . Phone Access Code 1086503 Permit pin number 1086503 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MH01 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL F-012 Oo a *I# L-J!q J NJ Application No: i l -11 Documented Construction Value: $ Job Address: - Parcel ID: Historic District: Yes 0 NoEl Residential Commercial M Type of Work: NeW14 Addition 11 Alteration Repair El DernoEl Change of Use El move Enn lDescription of Work: Plan Review Contact person: Phone: Fax: Email: Property Owner Information Title Name Y- Phone: Street: i,5C'\, -1 t'-) t-4 9 /--1 Resident of property? City, State Zip: Contractor Information Name' 1 Phone: Street: Fax: City, State zip:%L"( State License No,: L LL Name: Street: City, St, Zip: Bonding Company Address: Arch itect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work, will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical NNork, 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 RcNuscd Junc 10, 20i5 hLQ!_1_CE_: 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 1-.aw, FS 713 The City of'Sanford requires payment of a plan review fee at the turic of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC 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 pert -nit 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, Signature Of Owner/Agent rate Print 0"nor Agent's Name Signature of —St a I c —of Florida - Date ignature of ContractorrAgent pate Pruit Contractor Agent's Name Signature of Notary-staic of Florida Date V( Y q, , i ...p. . PAMELA S TERNUS iOP# GG110622 Expires August 7,2021 4, Or F" 8MC04 rt'ru 6, iaFs Owner/ Agent is Personally Known to Me or Contractor/Agent1 7 7 ispersonallyKnown to Me or ProducedIDTypeofIDProducedID ____ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical Mechanica]E] Plutribing[] Gas[:] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min, Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit, YesE] No[:] # of heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes (] No n WASTE WATER: BUILDING: RvI' s Q d JuuJQ 30, ".(II 5 I'mw Applw,ttwn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: Historic District: Yes No'Q Parcel ID: Residential"a" LLTypeofWork: Nei Addition El Alteration El Repair Demo OChange o'f UseEJ ove El Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Repair Construction nst", Phone: 407-323-7515 Fax: 407-323-8954 Email: Pro perty Owner Information mm Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: POBox I117 Fax: 407- 323-8954 City, State Zip: -Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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, beaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date. 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NQM: in addition to the requirements Of this pOrMit, them May be additional restrictions applicable to this Property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other govemmeatal entities such as watermanagetnentdistricts, state agencies, or fixieral agencies. Acceptance of pefinit is verification that I will notify the Owner Of the property of the requirements of Florida Lion Law, FS 713. The City of Sanford requires payment of a plan review &e 81 the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based On the current JCC Valuation Table in effect at the time the permit i issued, inaccordancewithlocalordinance. Should calculated charges figured Off the executed contract exceed the actual constructionvaluecreditwillbeappliedtoyourpermitfeeswhenthepermitisissued. 9—YY"-1K_AFWDAyiT: I certify that all of the foregoing linji Iwro'"; N?r 1- 7-11-F.F."'a Of dd" Lq-trffi-1J1=t T SiSa4turt of (?wnWAgam Date t)ll J Mkt Sigft*wm OfCollbutor/Agent Print 0%mer/Age7fi*8 Name A. Thomas Smith C' o 1W 4 K S19n4Wm of Notary -State of Florida Date 1P a co woke - Do NOTARY PUMAC STATE OF FLORIDA CoffwY* GG 136M Expires 8121/2021 4 Owner/ Agent is Personally Known to Me Contractor/Agent is X Personally Known to Me or orProducedID _ Type of fl) Produced 11) - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [I Electrical [] Mechanical [] Plumbing® Construction Type: Occupancy Use: GasEl RoofEJ Flood Zone - Total Sq Ft of Bldg: Min. Occupancy Load: #of Stories: New Construction: Electric - # of Amps Plumbing - # of Fhftres Fire SprinWer Permit: Yes[] NoEl # of He APPROVALS: ZONING: UTILITIES: Ravi"& June 30,2015 Fire Alarm Permit: Yes [I No El 1111 . I I I ENGINEERING: FIRE: BUILDING: PO -lit Applicatioa 15 lightyears, Inc '15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403,3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy Silifth 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: Community: e (j:S 11!3 A; 3,0 Lot: Address: 103 ILA) nit: City: Son =Lr_ d State: L Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. RFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding ted ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): = etq;3 6 5 9X60 = — =_ 1 MetbQd fQLcalculatipg building vQluMe, 0) Building Volume ACH(50) 0 Retrieved from architectural plansVFMPASS (Mechanical Ventilation is not required) de software calculated F-1 PASS (with Mechanical Ventilation) 0 Field measured and calculatedDFAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489A 05(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. During testing: I.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Ligh!years, Inc Phone: (855)-438-1515 I hereby verity that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: — Date of Test: Printed Name of Tester: 444-0 f license/Certification #: Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: 7) Community: Lot: n ,1610 L62jzf2 Address: City: LState: Zip: z -3 rd — Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0,04 if air handler unit is installed. if air handler unit is not i installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. 4 03 ) Is theairhandlerunitinstalledduringtesting? [:] YES (SQL`}(SQL`}[:]NO (Q l Performance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the 4;7! j Qn j proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form On specified on Form R405-2017 R405-2017 ( Energy Ca1c) or R406-2017 (Energy Ca1c) or R406-2017 VASS DFAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993( 5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Ligh!years, Inc Phone: - (855)-438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: I-011 Date of Test: 15 - z4.22 L//Z Printed Name of Tester: At/ Ptt.o sz, r),i C—V') License/Certification #: aP4, 1--, 1 — Issuing Authority: RESNET Certificate of Achievement THIS ACKNOWLEDGES THAT I yle Higgins HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: November 11, 2018 Certification Expires: November 11, 2021 Tim Smith, RESNET Quality Assurance Designee 5• t e a rs RESNET QA Provider # (1998-199) 151. QC initials BuiltSinnart Built to We better. Date: I ZZ4 ,U/ 9 Inspection Report E]BuiltSmart Sampling E]BuiltSmart 2 Inspections Pre -Drywall Wnal Inspection El Re -inspection 2009 IECC* [:] 2012 IECC* R 2015 IECC* Code Compliance only relates to Infiltration and Dmi Leakage Testing P E G IECC - 2009/2012/2015 Model: L 6 F, 61 n Division: 6a Community: Lot#— j'W?_6 Address: -:Z C !: cli:cc I SjeiLo3Dc:>,_n Lc?c.n City: j Orientation: State: '3Zipcode: 0:22, Electrical Meter# Gas Meter # Foundation: ;Slab Crawl Space* El Basement" El Above Conditioned Space If Crawl Space: Enclosed VentedEl Conditioned **If Basement:E] 50 percent below grade List all deficient items, general notes, and recommendations (attach additional notes if necessary) R SR (R-Required; SR -Strongly Recommended) E] 1- 1 El Additional deflcient Items are listed on page 2 F- 1 1. Duct Leakage 0a 25 Pascal"': Total ( cfm2s) Unconditioned (cfrn2s) Cond. Area (ft') Total Leakage (%) Leakage to Unconditioned (%) System 1) CfM25 -5v Cfm25j % Total <Ly_ =V __ % to Unconditioned System 2) 1 c fm 2.5 cf1m25j ftz . _% Total % to Unconditioned System 3) 1 CfM25 CfM2-,l ftz = % Total % to Unconditioned J': 7 (0 2. Infiltration CFM50*: 60 r?Z 1'_? Y(Final) Cu. Volume AC1150 ASHRAE 62-2-2010 Ca Sf conditiongd, ce) LcuLationWayfitkn7rsI1 &0 .&[Mjpe (n+(l_cLm_1 00 Quantirt, (?/ bedroom 7. 5 Number of,k40n'Ve_ffti Total S. oonditionedsofLot: - I of' 1vople Total ventilation needed. allon Testing procedures compliant with 2015 IBC R402.4.1.2 Envelope and R403.3.3 Duct Leakage and 2015 JECC R402.4.1.2 Envelope and R4033.3 Duct Leakage. See local code official and code book for specific parameters.) Inspection Result: , PASS El FAIL E] N/A (Re -inspection Required if Fail is Checked) Duct Blaster Result: El PASS FAIL F-1 N/A (Re -inspection Required if Fail is Checked) Infiltration (Final Inspection): 'jPASS El FAIL E] N/A (Re -inspection Required if Fail is Checked) HERS Provider: PEG HERS Co. Name: 15 Ligh!Xears HERS Rater Signature: Ryan Homes Rater of Record) :::Uilder Company Name: Date: Field Rater/ Inspector: PEG LLC 3975 Fair Ridge Drive, Fairfax, VA 22033 703-934- 2777 Rev 529.18