The URL can be used to link to this page

2886 Gipper Cir - 18-1585; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION It: 18-10000332 BUILDING PERMIT NUMBER: 18-10000332 UNIT ADDRESS: DIPPER CIRCLE 2886 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: DATE: April 03, 2018 22-20-30-520-0000-0160 waffl TRACT: BLOCK: LOT: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2886 DIPPER CIRCLE / REAGAN POINTE / SFR FEE TYPE BENEFIT DIST RATE SCHED UNIT RATE CALC UNITS UNIT TYPE I ---------- TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Sin le Housj-ng 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Sinle Family SCHOOLS Housin CO_W7DE ORD 54.00 1.000 dwl unit 54.00 Single Family PARKS Housing N/A 51000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRRESCUE, LIBRARY AND AMID/OR EUCATIONAL ISSUANCEOFABUILDINGPERIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101 EAST FIRST STREET SANFORD, Ft., 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. 1cg, gTHIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT b, ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVEIf, 1"& p 12 5/04/1.8 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:36:26APPL # 18-10000332 PERMIT # RECEIPT 4 0153186 OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI SCHOOLS R 5000,00 5000.00 . 00 00 SCI ROAD ARTERIALS R 705,00 '705,00 00 TOTAL FEES DUE,.___,.: AMOUNT RECEIVED_ ......... DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS CHECK NUMBER ..... __: 000002778795 .... . 00 CASH/CHECK AMOUNTS_: 5759.00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.......,.: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE r CITY OF S;NFORDI 1 r FLORIDA Issue Date Parcel Number Property Address Subdivision Name Legal Description Owner Contractor Application 'Number Description of Work Construction Type Occupancy Type Flood Zone Approved Sanford, FL Building & Fire Prevention Division Box 1788 r MWIMAINUM January 14, 2019 22-20-30-520-0000-0160 2886 GIPPER CIR SANFORD , FL 32773 DAVID 4VEEKLEY HOMES BR 18-001585 BLDG PERMIT a NEW CONST/ALTER y t BUILDING OFFICIAL 4 VOID t,`A'1 I SS SI( NED BY THE Btill, DING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with the 5t" Edition Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the ownerlbuilder contractor exemption of Florida Statute 489.103; refer to the state statute regarding limitations on renting, lease or sale of this property. Prepared by and Return to. JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr— Ste, 301 Orlando, Florida 32801 Telephone: 407422-2D4_ NOC18311 RECORDING INFOWArIONABOVE, Till$ LINE Permit Number: Tax Folio Number: 22-20-30-520-0000-0160 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be, made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following inforurnion is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 16, Reagan Pointe, according to the trial) or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, Inclusive, of the Public Records of Seminole County, Florida. Property atifordKloorida 32773 2, General Desed rtion of Im movement: Constetretion of single-fanlil residence and a pticable associated itn rovemenls. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4, Contractor's: (a) Narne and address: Wtelk-ley Iloures, LLC, a Delaware thnited liability company 225 S. Westuninte, Drive, Suite 2000, Altmnmi!LSprings, Florida 327(b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Nante and Address: N/A (b) Phone Nunibev, N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section-713,13(l)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates die following person(s) to receive a copy of the Lioncu's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9, Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be I year from the date of recording artless a different date is specified: WARNING TO OWNER* ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Verficatkan PLusuant to Section 92,525, Florida Statutes, Under penalties of perjury, I declare that I have read The foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability caraparly By: John Kingman Keatiqg"- as-TiSo jzcd Agent STATE OF FLORIDA COUNTY OF ORANGE I IIEREBY CERTIFY, as an officer duty authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instruinein on the date set forth below, John Kingman Keating personally appeared before too as Authorized Agent of Weekley Homes, LLC a Del are limited liability company and executed or acknowledged his/her/their previous execution of this instrument, I R John Kingman Keating, is/are file same person($) either executing or he , tacknowledgingexectot tigeo rn mon, " because: ),—I personally know him/her/them OR I have satisfactory evidence of same based of da jiver's license or wer identification: id-_2 at id -of— P, WITNESS ray, ha;x 0 _P at s d n the Suite_md County aforesaid this 3Td day ,April, 2ii18 SANDRAGREER ire ommislo, # eG J23703 N.Icll aW-0"1 Expire- September 9, 2021 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018038989 BK 9107 Pg 1917, (lpg) E-RECORDED 04/11/2018 08:22:43 AM 10,00 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot 16ReaganPointe7513AN Builder Name David Weekley !tomes Street: ZSSg, Gipper Circle Permit Office V fCity. State, Zip; Sanford , Ft_ , 32773 Owner- tk -= "` Permit Number Jurisdiction- 69 00 Design LocationFL, Sanford County:: Seminole (Florida Climate Zone 2 (x a$ r 1- New construction or existing New (Frorn Plans) 9- Wail Types(2488.7 sgft_} 7 Insulation Ares 2 Single family or multiple fancily Single-family a. Frame - Wood, Exterior R=13.0 1350.00 ft' b Concrete Block - Int Insul, Exterior R=4.1 896.00 ft' 3 Number of units, if multiple `amily 1 c- Frame - Wood, Adjacent R=13.0 242-67 ft' 4- Number of Bedrooms 4 d NIA R = it, 10 Ceiling Types (1314.0 sgft.) Insulation Area 5 Is this a worst case? No a- Under Attic (Vented) R-38.0 127 8.G0 ,t 6- Conditioned floor area above grade (ft") 2022 b Knee Wall (Vented) R=19.0 36.CO ft N/ A R= ft Conditioned floor area below grade (ft') 0 11_ Ducts R ft' 7. Windows(251 .7 sgft-} Description Area a. Sup: Attic, not Attic, AH: 2nd Floor 6 4044 a. U-Factor Dbl, U=O 34 251 72 ft' SHGC: SHGC=O-30 12- Cooling systems kBtu,=hr Efficiency b. U-Factor NIA ,tx a. Central Unit 40_0 SEER:14.00 SHGC- c, U-Factor. NIA it' SHGC 13. Heating systems kBtu;hr Efficiency d- U-Factor- N/A if, a. Electric Heat Pump 40 0 HSPF:8-20 SHGC Area Weighted Average Overhang Depth: 1.327 ft Area Weighted Average SHGC. 0.30 14. Not water systems a Electric Cap 40 gallons 8- Floor Types (2022-0 soft-) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=O 0 802-00 ft' b- Conservation features b Floor Over Other Space R=rO 0 744 00 ft' None c- other (see details) R= 47600 ft' 15 Credits Pstat Total Proposed Modified Loads: 67,16 Glass/ Floor Area: 0.124 P ASS Total Baseline Loads: 67.19 1'" I hereby that by Review of the and 7`4T certifytheplansandspecificationscoveredplansthis calculation are in compliance with the Florida Energy specifications covered by this Code_ A4\ Russet calculation indicates compliance with the Florida Energy Code. v` y PREPARED BY. Henry — Before construction is completed i r . GATE: March 17,2016 _ this building will be inspected for compliance with Section 553.908 Io i1A~ Florida Statutes. I hereby certify that this building as ned, is in compliance with the Florida Energy Code wff 0k, NNERfAGE1. _ L BUILDING OFFICIAL: DATE: .._ DATE: _ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct leakage Test Deport confirming duct leakage to outdoors, tested in accordance with ANSI/RE aNET/ICC 360, is not greater than 0.060 Qn for whole house. 116` 2018 6 07 PM EnergyGauge USA - FlaResM7 Section R405.4.1 Compliant Software Rage 1 of 5 FORM R405-2017 PROJECT Title Lot 1 613eaganPointe7513AN Bedrooms: 4 Address Type Lot Information Building Type: User Conditioned Area: 2022 Lot # 16 Owner Name Total Stories 2 Block/Subdivision. Reagan Pointe 4 of Units I Worst Case: No PlatBook, Builder Name: David Weekley Homes Rotate Angle. 0 Street. 2862 Gipper Circle Permit Office Cross Ventilation No County: Seminole 690000 Whole House Fan No City, State, Zip: Sanford , Family Type Single-family FL 32773 New/Existing. Nev (From Plans) Comment: CLIMATE Design Temp Int Design Tomb Heating Design Daily Terns Design Location TMY Site 97,5 9% 25% Winter Summer Degree Days Moisture Range FL, Sanford FLORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2022 18462,7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 802 7482,7 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1220 10980 No 1 4 1 Yes Yes Yes FLOORS 4 Floor Type Space Perimeter Perimeter R-VaRje Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 81 ft' 13 02 0 08 2 Floor over Garage 2nd Floor ---- ---- 395 ft' 13 032 0 0,68 3 Slab -On -Grade Edge Insulatio 1st Floor 96 't 0 802 it' 0,32 0 0,68 4 Floor Over Other Space 2nd Floor ---- ---- 744 ft' 0 0 32 0 068 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 4 Type Materials Area Area Color Absor. Tested Tested Insul, deg) 1 Gable or Shed Composition shingles 1429 ft' 320 ft2 Medium 035 N 09 No 0 266 ATTIC Ratio (I in) Area RBS IRCCtfTypeVentilationVent I Full attic Vented 300 1278 ft' N N 3/16/2018 6 07 Prvl EnergyGauge(,) USA - RaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall !Vented) 2nd Floor 19 Blown 9 ft' 0 11 Wood 2 KrIee Wall (Vented) 2nd Floor 19 Blown 9 ft' 0 11 Wood 3 Knee 'Nall'Vented} 2nd Floor 19 Blown 9 `t' 0 1 1 v`U`ood 4 Knee Wall !Vented? 2nd Floor 19 Blown 9 ft' 0.11 Wood 5 Under Attic (Vented) 1st Floor 38 Blown 58 ft' 0 11 Wood 6 Under Attic (Vented) 2nd Floor 33 Blown 1220 ft' 0 11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below F# Ornt To Walt Type Space 2-Value Ft in _Et In Area R-Value Fraction _Absor_ Credo% 1 NE Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft' 0 023 0 6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 4_'1 24 6 9 4 228.7 ft' 0 0 0 6 0 3 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270-0 ft' 0 0.23 0-6 0 4 BE Exterior Concrete Block - lot Insul 1st Floor 4.1 10 6 9 4 98-0 ft' 0 0 0-6 0 5 S`J`I Exterior Frame - Wood 1st Floor 13 45 0 9 0 405.0 ft' 0 0 23 0.6 0 6 SW Exterior Concrete Block - [tit Insul 1st Floor 4.1 31 0 9 4 289.3 ft' 0 0 0.6 0 7 N`jV Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0 23 0 6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 4 1 26 0 9 4 242.7 ft- 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 26 0 9 4 242.7 ftz 0 0 23 0-01 0 10 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 0 9 4 37.3 ft' 0 0 0-6 0 DOOR V 4 Ornt Door Type Space Storms U-Value Width Height Area Ft if, Ft In 1 SE Insulated 1st Floor None 25 3 8 24 Ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation,-_ Wall Overhang t Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation wt Shade Screening t NE 1 Vinyl Low-E Double Yes 0-34 0.3 N 20 0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 2 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 15-5 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 3 NE 1 Vinyl Low-E Double Yes 0.34 03 N 8.0 ft' 1 ft 4 in 1 ft 5 in None None 4 NE 2 Vinyl Low-E Double Yes 0 34 0 3 N 8.0 ft' 1 ft 4 in 11 ft 3 ir, None None 5 SE 3 Vinyl Low-E Double Yes 0 34 0.3 N 8-0 ft' 1 ft 0 in 1 ft 5 in Grapes=blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0 34 03 N 31 0 ft' 1 ft 0 In 1 ft 5 in Drapes blinds Exterior 5 7 SW 5 Vinyl Low-E Double Yes 0 34 0_3 N 20_0 it' 1 It 4 in 1 ft 5 in Drapes,'blinds Exterior 5 8 NW 7 Vinyl Low-E Double Yes 0.34 0-3 N 40 0 ft 1 ft 4 in 1 ft 5 in Drapesfblinds Exterior 5 9 NW 10 Vinyl Low-E Double Yes 0.34 0 3 N 172 it 2 ft 0 in 1 ft 4 in None None 10 N'iV 8 Vinyl Low-E Double Yes 0.34 0 3 N 240 ft' 1 ft 4 in 11 `t 1 in Drapes`blinds Exterior 5 11 NVV 8 Vinyl low-E Double Yes 0 34 0 3 N 60 0 ft= 1 ft 4 in 11 ft 3 in None Noire 3?1612018 6 07 P%] EnergyGa ge.- USA - FlaRes2017 Section R405 4 1 Cornpiiant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Coding Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 395 ft' 395 ft' 54,19 ft 933 ft 1 INFILTRATION Scope Method SLA CFN/1 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 20001 109,8 206,5 3389 6,5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8,2 40 kBtu/hr 1 SyS#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SUR Block Ducts l Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0,75 1 sys,10 HOT WATER SYSTEM Consecration 1 Electric None Garage 094 40 gal 60,9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model 4 Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # ff Location R-Value Area Location Area Leakage Type Handler TOT OUT Q N RLF Heat Cool 1 Attic 6 404.4 t Attic 101.1 ft Proposed On 2nd Floor --- cfm 121.3 cfm 0,06 0,50 1 1 3/1&2018 6 07 PM EnergyGaugeO USA - FlaRes201 7 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans Coo fin [[ jj Jan Feb Mar Apr May Jun Jul Auc Se Oet Nov Dec Heating [Xj Jan X Feb X] Mar A r MaY Xj Jun X Jul AuSepX Xj OetXj X Nov X DecVentinJanFebkiMarXjArjMaJunJulAugSeOctXNovDec 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 84 80 80 Pfvl 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 PI'VI 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 MECHANICAL VENTILATION fype Supply CFM Exhaust CFM Fan Watts HRV Heating Systern Run Time Cooling System Runtime Vent 59 0 0 0 1 Electric Heat Pump 1 - Central Unit 3/16/2018 6:07 Prvl EnergyGauge D USA - FlaRes2017 Section R405.A 1 Compliant Software Page 5 of 5 FORM R405-2017 1 —177NERGYPERFORMANCELEVEL (EPO DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 2862 Gipper Circle, Sanford, FL, 32773 I New construction or existing New (From Plans) 9. Wall Types Insulation Area 2 Single farnily or multiple family Single-family aL Frame - Wood, Exterior R=13 0 135000 ft b Concrete Block - int Insul, Exterior Rz4 1 89600 ft' 3 Number of units, if multiple family 1 c Frame -Wood Adjacent R=13 0 241267 ft' 4 Nur-nber of Bedrooms 4 d, N/A R- ft 10 Ceiling Types Insulation Area 5 is this a worst case? No a. Under Attic (Verted) R=38 0 1278 00 ft' 6 Conditioned floor area (ft') 2022 b Knee Wall iVented) R=19 0 36 00 V c, N/A R= ft, 7 Windows- Description Area R ft' aL U-Factor Doi, U=O 34 251.72 ft 11 Ducts a, Sup Attic, Bar Attic, Aft 2nd Floor 6 4C4 4 SHGC L SHGC=OL30 p U-FactorL N/A ft, SHGC 12 Cooling systems kBtu;hr Efficiency. c U-Factor N/A a Central Unit 40 0 SEER 14 00 SHGC d U-Factor NiA ft, 13 Healing systerns kf3tu/hr Efficiency SHGC a Electric Heat Pump 40 C HSPF 8 20 Area 'Aleighted Average Overhang Depth 1.327 ft Area Vlerghted Average SHGC 0 3-00 8 Floor Types insulation Area 1-1 Hot water systems Cap 40 gallons a Slab -On -Grade Edge insulation RzO 0 80200 111 a Electric EF 0 94 b Floor Over Other Space R=O 0 744.00 ft- b Conservation features c other (see details) R= 476 oc fJ1 None 15, Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ".11-,;1.1111111 Construction through the above energy saving features which will be installed (or exceeded) in this home before final insp in, Otherwise, a new EPL Display Card will be completed 6' 1* fbasedoninstalledCodei; mp On tures, Builder Signature: Dat e: j > Address of New Home: City/Fczip: D Vvy Note: This is not a Building Energy Rating, If your Index is below 70, your home may qualify for energy efficient mortgage (EENI) incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at tech support'@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff, Label required by Section R303,1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT, 116,2 0 186 07 P%,J E,-ergyGaUgex USA - RaRes2017 - Section R405 4 1 Comphar,t Software Page 1 _` 1 Z* +W 0 p -I 5 :5 o 10 0 CAI li N < XN 161 — — 1 . 1 gn w aq IT HOT OPT1011 LIST NOTE, ALL 1ST FLR, CEILING H 9'- 4" UNLESS NOTED 0-TI-iEF PECAN POINT 40' P" l) Lt 16 , yid VVe e -lov l4amp-D f7-! rkcz '0+ ,, 1 m 0 N n A z L 1) R, David Weekley Homes aN 7413 JT Lot 16 S, Di' SON Reagan Pointe 7;—z 3/7/2017 REVISIONS T — T — B1 32-izzaQla- - 21H— DRa,NN B- lFJF Job: Lot 1 6Reag an Po in te7513... DEL -AIR manual S Compliance Report Date: March 16, 2013 HEATING AIR CONDITIONING Entire House By: RH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407-831-2665 Fax 407-333-3853 VI/eb V`hV1,,V.DEL-AIR.00M For: David Weekley Homes, Lot 1 6ReaganPointe7513AN 2862 Gipper Circle, Sanford_ FL 32773 Outdoor design DB: 93.0'F Sensible gain: 30368 Btuh Outdoor design VVB: 75.2°F Latent gain: 5032 Btuh Indoor design DB: 75.0°F Total gain: 35400 Stun Indoor R H: 50% Estimated airflow: 1333 cfm Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1333 cfm Sensible capacity: 31740 Btuh Latent capacity: 6695 Btuh Total capacity: 38435 Btuh Design Conditions Outdoor design DB: 40.9'F Indoor design DB: 70.0°F Equipment type: Split ASH P Model: CH14NBO420000AO+FB4CNP042L 105% of load 133% of load 109% of load SHR: 83% Heat loss: 25208 Btuh Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 163% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 76 . 9'F Entering coil WB: 63,6'F Entering coil DB: 68ZF Capacity balance: 29 'F Economic balance: -99 'F wrightsoft, 20113-Mai-16 18 109 06 Page I 3ReaganPuifitei513AN',LotIC ReagaiiPoiiite7513AN rup Cale 7- W8 House faces SE o ®vent onst "coons Jab: Lot l6ReaganPointe7513... f - ^ Date: March 16, 2018 t.xtnxexs 41000NDMONING EntireHouse By: RH DEL -AIR HEATING & Ally CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-21565 Fax 437-333-3853 'Aleb. V`NNVV.` EL-AIR-COM For: David Weekley Homes, Lot 16ReaganPointe7513AN 2862 Dipper Circle, Sanford„ FL 32773 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (T) 29 18 Latitude_ 29°N Relative humidity {%} 30 50 Outdoor: Heating Cooling Moisture difference (grub) 2,5 38.7 Dry bulb (°F) 41 93 Infiltration: Daily range ('F) - 17 ( M } Method Simplified Wet bulb (T) - 75 Construction quality Average Hind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area a -value Insul R Htg HTM Loss Ctg HTM Gain 11 t,"'r'-'- t' ".g_n ntuh fl' si.n 3'W'rft' R;un Walls 12C-Osw Frm wall. stucco ext. 3t8" woad slith, r-13 cav ins, 1/2" gypsum board int fnsh, 2°x4" wood frm, 16" o-c- stud 12C-0sw Frm wall, stucco ext. 3i8" wood s?7`n. r-13 cav Ins. 1?2" gypsum board int fnsh. 2`x4" wood frm. 16" o.c. stud 13A-2ocs Blk wall. stucco ext, r-2 ext bd ins, 8" thk, tit" gypsum board int fnsh: 13A-2ocs Blk wall, stucco ext, r-2 ext bd ins. 8" thk. 1t2" gypsum board (int fnsh 16B-19ad: Knee wall, asphalt shingles roof mat. r-19 kw ins. 1l2" gypsum board int fnsh Partitions 12C-0sw Frrn wall, r-13 cav ins. 1/2" gypsum board int fnsh. 2"x4" wood frm.. 16' o-c. stud: 12C-Osw Frin wall, r-13 cav iris, 1/2" gypsum board int fnsh. 2"x4" wood frm. 16" o.c. stUd ne 361 0.089 13-0 2.59 936 2,80 1013 se 231 0,089 13,0 2,59 598 2.80 647 sw 385 0.089 13,0 2,59 997 2.80 1079 nw 230 0.089 13,0 2.59 596 2,30 644 all 1297 0,089 13.0 2,59 3127 2-80 3383 ne 221 0,167 4.1 4.86 1072 4,43 978 se 74 0.167 4.1 4.86 359 4,43 328 sw 289 0.167 41 4,86 1406 4A3 1282 nw 179 0.137 4.1 4_86 868 4.43 792 all 762 0,167 4.1 4,86 3705 4A3 3379 ne 10 0.049 19.0 143 14 2.67 27 se 11 0.049 19,0 1.43 16 2.67 29 sw 10 0.049 19.0 1,43 14 2,67 27 nw 11 0.049 19.0 1,43 16 2.67 29 all 42 1.049 19.0 1.43 60 2.57 112 225 1096 13.0 2,79 628 1,88 422 2A-2ov 2 glazing, cir outr, air gasvnl frm mat, cir low-e innr, 1i4" gap, ne 20 0,340 0 9,39 198 22.5 449 1l8" thk. NFRC rated (SHGC=0.30)i 50°1a drapes. medium. 1 33 ft sw 20 0,340 0 9.89 198 20-9 417 overhang ( 4 ft window ht. 1,44 it sep_l) 6, 67 ft head ht nw 40 0.340 0 9.89 396 22.5 898 all 80 0.340 0 9.89 792 22.1 1765 2A- 2ov: 2 glazing, cir outr. air gas vnl frm mat, cir low-e innr. 1t4" gap. ne 16 0.340 0 9-39 154 22.5 350 118" thk. NFRC rated (SHGC-0.30): 501N drapes. medium, 1_33 ft overhang ( 5.2 ft window ht. 1,44 ft sep.). 6.67 ft head ht 2B- 2fv 2 glazing, cir outr, air gas. vnl frm mat. cir low-e innr. 1r`4" gap- ne 8 0,340 0 9-89 79 26-5 212 1l8" thk, NFRC rated (SHGC=0.30)1.33 ft overhang (2 ft window ht, 1, 44 ft sep.), 6.67 ft head ht a wrightsoft` 20134,1,v1 3n 06 Urn1er4al 2013 18.0.',0 261,24015 Page 1 16Rr aganPainte7513AN_ riiii Calc=%1J8 Housefaces SF 2B-2fv 2 glazing, clr outs air gas, vni firm mat, cir I ow-e Innr, 114" gap, ne 8 0,340 0 9,89 79 26,5 212 1/8" flik, NFRC rated (SHGC=0,30), 1.33 ft overhang (4 If window ht, 11.27 ft sep,): 6.67 ft head ht 2A-2ow 2 glazing. clr outi, air gas vni frm mat, cir low-e inni-, 14' gap. se 8 0,340 0 9.89 79 22.6 131 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes. medium: 1 If overhang (4 ft window ht, 1.44 ft sep.). 6,67 ft head ht 2A-2ov 2 glazing. CIF 0Utr, air gas, vnl frm mat, cir low-e jnnr, 114" gap se 31 0340 0 9,89 309 22,7 709 1/8" thk: NFRC rated (St-iGC=0.30): 50% drapes. medium: 1 ft overhang (5,2 ft window ht, 1.44 ft sep.), 6.67 ft head ht 10C-v 2 glazing, cir outr, air gas, vni frm mat, cir low-e ir-mr, 1/4" gap, nw 17 0,340 0 9.89 171 18,6 321 1/8" ink: NFRC rated (SHGC=0,30), 2 ft overhang {6.7 it window ht, 133 ft sep.) : 6,67 ft head ht 2A-2ov 2 glazing, clr outr, air gas, vni firn mat, clr low-e mr-ir, 1/4" gap, nw 24 0.340 0 9.89 237 22.5 539 IiK thk: NFRC rated (SHGC=0,30): 50% drapes, medium: 1.33 ft overhang (6 ft window ht, 11,08 ft sels), 6.67 ft head ht 2B-2fv 2 glazing, cir outr, air gas, vril frm mat, cir low-e innr, 1/4" gap, nw 60 0.340 0 9.89 594 26,5 1591 1/8" thk: NFRC rated (SHGC=0.30), 133 ft overhang (6 ft window ht, 11.27 ft sep.). 6.67 ft head ht Doors 11 DO, Door, wd s c type se 24 0,390 0 113 272 12.1 291 n 13 0,390 0 11.3 203 12,1 216 all 42 0,390 0 11.3 475 12.1 507 Ceilings 1613-38aclAttic ceiling, asphalt shingles roof mat, r-38 cell ins. 1/2" 1284 0.026 38.0 0,76 971 1,42 1821 gypsum board int fnsh Floors 20P- 1 9t: Flr floor, Irm flr, 12" thkns, r-1 9 cav ins, amb ovr 81 M50 19.0 1,45 118 0.73 59 20P- 1 9t: Fir floor, frm flr, 12" thkns, r-1 9 cav ins, gar ovr 400 0,050 19.0 1.45 582 0,73 291 22A- flol: Bg floor, light dry soil. on grade depth 96 0,989 0 28,8 2763 0 0 vvirightsoft, 2018- Mai-16 18 09 06 Right- Sujte,> Universal 2018 19.0 10 RSU24015 Page 2 6Re3ganPointe7513AW Lot 115r, eayanPotnte7513AN rup Calc z M 18 House faces SE Job: Lmm /apn^opvm ns-AIR y&UD0 0 r Date: -- March /m.zom DELHEATING AIR CONDITIONING Entire House By: eH DEL - AIR HEATING & AIR CONDITIONING 531comarnw^ x mmronoFLz27nPhone *07-831-2565 pa=^m-3n3-o85o Vleb 1Ph1w oeL-wn.com For David WeeklGR Pointe7513AN Weather: Orlando Sanford, FL US Winter Design Conditions Summer Design Conditions Outside c1b 41 "F Outside db 93 °F nsidadb 70 °F |naidedb 75 ,F DeaignTD 28 °F D i TD 18 ~F D k/ M Relative humidity 50 96 Moisture difference 39 gr/| b Heating Summary Structure 19994 Btuh Ducts 3330 Btuh Central vent (59cfm) 1885 Btuh Outside air Humidification D Btuh piping O Btuh Equipment load 25208 Btuh Infiltration Method Construction quality Fireplaces Heabn Coo|hnl 4rem( z 1952 19b @d 18050 19050 Air O 50 026 Equiv. AVF(cMn) 159 83 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO42000&40 AHR| ref 9162578 Sensible Cooling Equipment Load Sizing Structure 24302 Btuh Ducts 4900 Btuh Central vent (59ohn) 1168 Btuh Outside air Blower D Btuh Use manufacturer's data y R 1.00 Equipment sensi le load 30368 Btuh Latent Cooling Equipment Load Sizing Structure 2769 Btuh Ducts 713 Btuh Central vent (59ufm) 1550 Btuh Outside air Equipment latent load 5032 Btuh Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cnnd CH14UNBO42000OA0 Coil FB4CNP042L AHR| ref 9162578 Efficiency 82H8PF Efficiency 11 5EER.14SEER Heating input Sensible JOOOO Btuh Heating output 41000 Btuh@ 47°F Latent cooling 10000 Btuh Temperature rise 28 F Total codigg 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0. 057 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.40 inH2D Static pressure 040 inH2D Space thermostat Load sensible heat ratio D 86 Capacity balance point = 29^ F Calculations approved by ACCA to meet all requirements ofManual J8thEd F`IW_ v n t / ww",'*/o.onoo mnm'o".,ewo"."o=mmm mo10nnu24015 page / DEL-AIR Right-JO Worksheet HEATT110 W 110NUUTIONING Entire House Job: Lot 1 6Reaq an Poin W513AII Date: March 16, 2018 By: RH DEL -AIR HEATING &AIR CONDITIONING 531 VVA;' SANFORD FL 32771 Phone. 407-831-2665 Fax 407-333-3853 1pbb VIVAN EL -AIR vLhvl Room name Entire House ov;drF2IExposedwall246.0 ft 13 0 ft 3 Room height 9.1 ft 93 ft h, e a t, c, I 4 Room dimensions 45 X 8 5 ft 5 Room area 2087.3 fl,2 38.3 ft' Ty Corstri,otror Lj-v3ke OrT H TM Area (ft' Load Area (ft 1) Load PURibef 6 tUrV ft'-'F LE3 , "t" or berirr,eter ft) B'uhj or denmete,, - ft) Btuh) Heat cool Gross N/P S Heat Cool Gross N' P S Heat I Gool 6 12C-Osw Frm wall st 0089 re i 2.59 2,80 405 361 936 1013 0 0 01 0 2,4-2o 0,34C ne 9 39 22,45 2C 0 198 449 0 01 214-2ov O34C ne 9,89 22,45 16 cl 154 350, it 01 01 01 L - 26-2fv 0, 34C ne 9.39 26,51 8 01 79 212 01 01 0I i I I ",tv 13A-2ccs Slk wall s I 0 167 ne 4 86 443, 229 221' 1072 1 78 0 01 r I 01 1- G 2B-2fv 0 34C tie 9 9326,51 8 011 74 21 2 O 0, 01 16B- 19ad 0049 ne 1.43 267 0 0 0 01 A' 12C-Osw Frm wall st 0089 se 2,59 Z SCI 270 2311 598 647 3 0 2A- 2ov I Cl 34C se 9391 22,581 81 Dl 11 1811 2A- 2ov 0 34C Se 9,39 22,721 31( I' 3 1 1' 99 7091 0 u O 0 VIV 13A-2ocs 61k wall s 0 , '-, s: 12 4,431 981 3529 328 421 42 204 186 ico 7 0 3'S s 14 13, lZ 111 24, 24, 27, 2 9' 01 0 0 0 VIV 16B 19ad 0, '49 se , 1 43 267 6 29 0 0 0 0 A, 12C-sw Frm Nall, st AI, 0 0891 sw 2,59 2,30 4051 3851 71 107179 0 01 01 2A-2ov 0,3401 sw 9,891 20r871 21) 4 4 0, 0 0 0 A/ 1 3A-2ocs Blk wall s 0 1671 sw 4,36 4,43 280 299 14C61 1282 79 79 385 52 rViv 166-19ad Cr C49 sw 1,43 2,67 1 ) 10 141 271 0 0 1 A, 12C-Gsw Frm wall st 0089 nw 2,59 2, K 270 230 5961 64,11 0 0 0 0 L--- G 2A-2ov 0,340 nw 1 9.89 22,45 401 0 396 898 0 0 0 0 V' v 13A-2ocs Blk wall s 0 167 nw486 443 250, 179 868 792 01 0 0 0 i0c, 0 ' 34 0 nw989 i 8,56 17; 0 171 321 0 0 0 0 l--' 2A-2ov 0340 nw 9,89 2245 241 0 237 539 01 0 0 0 2B-2fv 0,340 nw 9.89 26,511 601 0 594 1591 01 0 0 0 66-19ad i2C-OswFartwall, PL_ 901 0' 1 2 w1.43 279 2671 118 1 ill 2431 2211 5 I6 6 28 29 422 01 0 D 3 0 0 0 0 D 11D0 Or 390 n 1i'35 12,111 181 181 2n3 216 01 0, 01 C 16B- 38 d 0- '"6 0,713 1.421 1284 12841 971 18211 01 DI 0 F 20P- 19a 0, OZ10 1'4' 0731 815 81 113590000F20P- 19t 0050 1,45 0.73 40O 400 582 291 0 0 0 0 224-tpl 0989 28.78 n 00 803 96 2io33 0 38 13 3i4 0 6 c) A E D excursion 7281 Envelope loss"gain 149221 165811 9641 5021 12 a) Infiltration 50711 16311 1 269 861 d) Room ventilation 69C0 01 01 I A 3, Internal gains Occupants 230 i 3i Appliances, other 7 Subtotal ,Imes & to 13) i 999-41 243021 12321 Las s exeriial load 0 es trarser 31 01 R --distribution 01 1 6 14 Subtotal 1999,t 1 243021 1232 81 15 Duct loads T h j 20,1, 1 333DI 4900 10"d 1 123 59 Total roant oad i 23324i 29202! 13561 17 301 A,r remared 13331 1333Calculations8thEd, 2i71 8- M j, - I A l'i 09 016 Right -Suile,i universal 2018 13 0 10 RSU24015 page 1 rup Calc - s1,8 House faces SE 01CIEL-AIR Right-J@oWorksheet WATMG ' U" WINW10"ING Entire Huse Job: L otl 6Reag an Pointe7513A 11 Date: March 16, 2018 By: RH DEL - AIR HEATING &AIR CONDITIONING 531 C",DISCO VASANFORD F. 32771 Pr,rte 4W-831-2665 Fax 4f7-333-3853 v',tb DEL -AIR C""',! family kit& eNdii,ir-g 2 Exposed oall i 43 0, ft 400 ft 3 Roomlieigt- t i 9 3 't neat' 9 3 ft r,eat cocl 4 Room dii-nersicr,s i 1. 0 x 425 8 't L O x 339 3 f' 5 Room area 425.8 ft' 339.3 f1,1 T Consf xt!of, U-valve Or H T: 1vl Area ft') Load Area fft) Load nL,mt-,>Lr BtUhtft'-' r7) 5 t UN ft or plenr-eter jt) 6',,h) or Derrmeter jt) Heat Cool Gross N; P, 3 Heat co I Gross N;Q; S Heat CccI 6 VU 12C- 0svv Fret wall st 0,089 ne 2,59 2,80 0 C 0 0 0 0 0 0 ZA - 20 v 0340 ne 989 22,45 0 0 0 0 0 0 0 0 2,A-2ov 0340 ne 989 22451 0 01 0 0 0 0 0 L--G 2B- 2fv 0340 ne 9.89 26.51 0 0 0 0 1 13A-2ocs Blkwall F, 0 167 ne 486 4.43 0 0 0 0 229 221 107-1 978 213-2fv 0340 ne 9.89 26.511 0 0 79 212 W 1 613- 19ad 0049 ne 4: ; 2671 0 0 0 0 0 0 0 0 rm vv 12C- OswFNallst0089se Z 591 2801 0 0 0 1 0 0 0 0 0 2A _.v 0340 se 9,89 22,58 0 0 0 0 13 0 0 222ov 0340 se 9, 39 22,72 0 0 0 0 0 0 0 AV 13A-loos Blk wall s 0,167 se 4,86 4A 56 32 155 142 0 00 D 1 1DO 0390se11,35 12.11 24 24 2-2 291 0 0 0 vN 1613-19ad 0, 049 se 1A3 2,67 0 0 0 0 9 0 0 AV 12C_1sw Fpnwall st 0089 sw 2,59 2,801 0 0 0 0 n, 01 0 2,A-2ov 0, 340 sw 9,89 20,87 0 0 0 0 0 0 0 0 Ai '3A-2ocs 31k Nall s 0.167 sw 486 4.42 21(, 210 10201 930 0 01 0 C, W 13-19ad 0049sw 1 43 n 2,-7 0 00 0 0 0 0 J,v 12c-os" vFrrrr Nall al 089 nw 2.59 2.801 0 0 11 0 31 0 0 D L--G 2A,-2ov 0 340 nw 989 2245 01 0 0 0 0 13A-2cs Blk wall s 0 167 ram'486 443 135, 75 3661 334 145 1 0 3' 502 4 8 CC-v 0 34C w 989 18,56 0 0 0 0, 17 0 i I I 3 1 2A,-2ov 0 340 nw 989 22.45 0 0 01 241 237 539 2,8-,fv 0 340 nw 9891 2_51 60 594 15,90 1 r, 1 00 0 Ij 16 6_1' ao 00491 n 1.43 2,67 I r Q 1 2C_G`;"' Ff,,, wall 096 79 1.88 132 132 sm 34 2' 6 1 4 3 120 0 806 D !Do0 390 It 35 12,111 0 l 0 1 8 1 3 203 1 16B-38ad D )26 9 76, 1 421 D! U, F 20P-1 t 9 0 050 145 0 73 C, 0i 0 2QP- 19t 0 )50i 1.45 073 01 0 F 22A-tp! 1 0989 l E i 28. 78 I 0 30 I 42" 6 I I! 4C 3 123_ 81 IC I 3309 1 4 1 I I 0C I I c) AED excursion 242 34l F6 Envelope lossigajn 4153 3870 35351 2868 12 a) Infiltration 1 889 286 821 266 b) Room verfilaticri 3 3 9 13 1 mert,aj gains Occubart's g( 230 21 46C Aprlor,Ces,'other i 1 O0 Subtotal lines 5 to 13) 5043 5816 4363 43341 as s exterlal load Q 0 ass transle 0 j 14 Subtotal SC 5816 1436314334115 Duct loads 0, 5041 581 436 4331 ff otal room load 55471 63 292 17991 274 4 kr - 4urred ' cfm 1 Calculations J 8th Ed. 201i- r,,,1f 6 1309 1 Rqm-,Sujte7 Unsiersal 1918 !8 0 10 Ra)24(15 Page 2 6 _-Reagan ) , )i I ("W ' CalcHouse faces SE DEL -AIR Right-JO Worksheet Job: Lotl 6Reag an Po inte7513AN RATING AIR '(PIRATIORRIG Entire House Date: March 16, 2013 By: RH DEL -AIR HEATING &AIR CONDITIONING 531 "0DISC10V,',W SAWCRD I ( 32711 Pione 4C)7-831-2t365 Fax 407-333-3853 v',eb VJVvl DEL-AIP, C(Wj 1- 1 T-1-fl- Roomnamebth 2 2 Exposed wall 14.5 ft 5.5 It 3 Room height 9 0 ft heaUcod 9 0 ft heat. cool 4 Room dimensions I 1 0 x 232.5 ft 55 x 1i) it 5 Room area 232.5 It' 55 0 ft' Ty j Constaction U-Value Or H TV Area (ft') ad A rea Jtl1 Load number iBWNf"-'F) 8 1 ut, It 1) or perimeter ft) BWhj or perimeter ft i B t uh) Heat cod Gross Id'i D S Heat Cod Gross N/P/S Hear C o" I 6 W 12C-Ossi Frm wall at 0089 ne 2.59 280 131 95 246 266 0 0 0 0 L- 3 2A-2 v 0 3401 ne 9,89 2245i 20 0 198 449 0 0 0 2A- 2ov 0,340 no 111 2245 16 0 154 350 0 0 0 11 2B-2fv 0340 ne 9 89! 2651 1 O 0 0 01 C Oi 0 1 N 13A-2ocs Blk wall s 9 167 tie 4361 4,43 0 0 0 0 31 0 01 0 1--G 2B-2N 0340 ne 9.89 26.517 O O 0 01 0 0 ol 0 Di I 66-19ad 12C-Osw Fim 0,049 ne 1 43 2 6 0 0 0 0, 6 9 0 0 1 3 0 0 0 0 9 0 0 4v wallst2A 'ov v 0089 se 0 340 se 259 989 2, 80 22.581 01 01 0 01 0 01 01 01 ZA I0340se98r22,721 01 01 0 0 0 0 0 i 0 J V l3Z2oc, Blk wall s L—D0.167 se 486 443 O o 1 01 1 C 1 0" D 1 !DO 9 390 se 11.35 12.11 0 0 01 0 01 01 01 0 Vv 11613- 19ad 0049 se 1.43 2,67 J C 0 01 01 VW 12C- Osw Firti wall at 0,089 sw 2.59 2,80 0 0 01 0 0 01 01 0 11--G 2A,-2,)v 0 340 sw 939 K 87 0 01 Ol 0 0 01 0 0 A, 3A- 2ocs Blk wall, a 0.167 SW 4.86 443 0 0 0 0 O 0 0, 0 N 16B- 19ad 0,049 sw 1,43 2,67 0 0 0 0 0 0 0 0 IN 12C- Osw Frm Nall. at 0089 nw 2.59 2.80 0 0 0 0 50 50 128 i 139 L---G 2A-2ov 0340 nw 989 2245 0 0 0 0 0 0 0 0 Tl 3A- 2ocs Blk wall a loc-v0.167 nw4,86 4,43 0 0 0 0 0 0 0 0 0.340 nw 9.39 1856 0 Oi 01 O 0 0 0 0 k--G IA-20v 0,140 nw 989 22,41 Ol 01 0 0 0 C 0 0 L--(-, 26- 2fv O340 nw 9.39 2 6 55 1 01 0 0 0 0 01 01 0 I's 1613- 199a 0,049 nw 1.43 2,67 1 0 0 01 1 3 12C-Qs I' miwail, v PL—D11096 - 2, 791 1.88 01 0 0 01 0 01 01 0 1 1DO 0390 n 11 35 12 11 0 0 01 1 01 16613-38ad 0026 0 1 42 2331 2331 1761 3301 55, 551 42 78 F 20P-1 Or 0050 1 1,47651 073 0 0 01 0 0 0 0 0 F 20P-19t 00501 1 451 273 23 23 33 17 0 0 01 a F 22A -tpI 0 989 28 78, v co 0 0 0 0 0 31 0 61 AED excursion 38 14 znvelope loss, gain 807 1373 110 1 202 12 a) Infiltration 289 93 110 35 b) Roan) ventilation 01 0 0 0 13 Internal gains Occupants g— 230 0 01 Acphances, other 600 1 0 Subtotal ;lines 5 ! a 13) 1 10961 2066 28C 236 Less external bad Less transfer 0 Redistribution 01 0 01 0 14 Subtotal 1096 20663 2,901 238 15 Duct loads 24% 281,, 2661 583 213,, j 68 6-7- i otal T) or- load 1362 2649 347 3051 A'Ji 18 12120 Calculations approved by ACCA to me -Lei all requirementsof Manual J 8th Ed, 20 1 8- M a, - 16 13 09 06 Riyht-Scote, Unrjersal 2018 11 3 10 IRSU24015 Page 3 751, 5fReaganPcmte, 513,' WL,)I 16FReaganPoiwe3-"N ;up '-alc = NIA House 'aces SE J@ Worksheetin,,DEL-AIR Right I HEATING AIR CONDMORING Entire House Job: Lot 1 6Reaq an Poin te7513AN Date: March 16, 2018 By: RN DEL -AIR HEATING &AIR CONDITIONING 53! 'r,A,' SANFORD F1 32771 Phone. 407-831-2,665 Tax 497-333-3853 'VA, VA'A') DE: -AIR, ,-SIR-GLOM FRoom na;T,,e bdi-nn 2 ,,r,r 3 2 Exposed wall 25 5 ft 1 0 't 3 Room height - 9 0 ft "03" rieat,•cod 4 Room or-nersions 12 0 x 13.5 ft 1 x 139.5 ft 5 Room area 1,32 0 ft139 5 ft' T/ Construction i-value 0, HTM Area (f! 11 Load Area Ift') -oad rumLer B! p, t1_ iBtuh,I't') or perimete (fU (Btuh) or perimeter rftl 6t.,h1 T_ Heat 1 Cad Gross 'I, S Heat C- Coll Gross N P, S I Heat oc I 6 N 12C-Osw F r'n wall st 0, 089 ne 20 2A- 2ov 0 340 ne 9,391, 2,30 0 0 0 00 22,45 0 0 0 1 J 2A- 2ov 0.340 ne 989 2245 0 0 0 C 0 0 591 L-- G 25-2fv 0,340 ne 9,39 2651 0 0 0 0 0 01 0 0 vV 13A- 2ocs Bk Nall s 0 1.37 ne 4,36 4,43 0 0 0 1) I 0 0 L--t,- 25-2fv 0 340 ne 9 39 26,51 O 0 0 0 D C_ 3 h 16B- 19ad C, 049 ne 143 2,637 0 0 0 0 0 '1 0, 01 N 12C- Osw Fnri wall st O.C89 se 2,59 2,80 0 0 0 3 0 0 31 C I 2A-2ov '. 340 se 989 22,581 01 01 0 0 fj c 01 01 2A-2ov0 340 se 989 22,721i 0 0 0 0 0 0 D - 1 411V I 3A 2ocs Blk wall s, 0 167 se 4,86 443 0 0 o no 0 o o 0 L-D IlDiS 0390 se 11,35 12,11 0 0 0 0 0 0 C), 0 VV 16B-19ad 0 049 se r 1 43 2,67 0 0 0 0 0 0 01 0 N 12C-Gsw Frm wall st 0,C89 SW 2, 59 Z80 122 122 315 340 99 79 i 4 2051 2211 L-- G 2A-2ov 340 sw 1 939 2087 0 0 0 0 21) 417 VV 3A-2ocs Blk wvall, s 0 4 86 4,43 0 0 0 0 VV 613-19ad 0,0 164; :w 432,67 0 0 0 0 0 0 0 12C-Osw Firn Nall sit 0,1,89 nw 2.59 2,30 108 88 223 247 0 0 C) 0 2A-2ov 0, 340 nw 939 22A5 20 0 198 449 " C) 0 Nj 13A-2ocs Blk wall s 0.167 rev 4.86 4,43 0 0 0 0 0 0 0 0 CC-v 0, 340 nw 9.89 18,56 01 0 0 0 00 01 0 k---G 2A-2 v 0,340 rive 989 22,45 01 0 0 0 "1 0 0 L--G2B-2fV 0,340 nw 9,89 26,51 0 0 0 0 0 01 0 0 0 IV 513-19ad 0, 049 nw 1,43 2.67 0 0 0 0 01 0 0 P 12C-Osw Fraiwall r- 0,096 - 2,79 1.88 0 0 0 0 0 0 0 0 L-D 11DO 0, 390 n 11 35 12,11 0 0 01 0 0 01 0 01 C 1613-38ad 0. 026 076 1A2 1621 162 1231 230 1401 1401 1061 1981 F 20P-19t M50 1.451 0.73 0 0 0 0 0 01 0 0 F 20P-1 9t 0050 1,45 0.73 0 0 0 0 0 0 ol F 22A-tlal 0. 98928,7811 0,00 0 0 0 0 0 0 0 0 6 A E D excursion 37 Envelope loss=gain 863 14. 13 I 508 986 12 a) Infiltration 5091 1 ( i4) 219 71 b) R-em ventilation 1 01 0 0 4- 3 Internal gains Occupants g 230 -0 Appfiancesiother i 400 t__ Subtotal dines 5 to 133) 1372 1966 1 -271 1456' 0 Lass external ead ass transfer0101u 0 Rearstroullon I 0 Subtotal 1372 cl -27 '4515 Duct loads 332 555 2V, 281,1 i 76 411 1 Total room 'cad 7 4 2521, 904 186 an A;r equrrafrl) 97 ii5 52 8 5 Calculations 8th Ed, 2013-mar 16 18 09 36 RightSuitD - :iR nij fsal 2018 18 J 10 SU24015Page45(Rr,aqanPo,nle, 5 13AW Lot! 6PeaganPomte 7513,rN 'LIP Calc = Nl,jB House taxes SE Right-JO Worksheet Job: L otl 6Reag a n Po inte7513AN WATWG MR GORMORM Entire House Date: March 16, 2018 By: RH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY SANFORD Fr, 32771 Phone 407-831-2665 Fax 407-333-3853 Vx,eb 1,11"NI DF-L-AIR COM 1 T_ ms 1 Roomnameattmctr we 2 Exposed wall 0 ft 3 9 ft 3 Roorn height 0 0 ff heat, cool 9.0 ft neat,,..ocl 4 1 Room difiriensions 16 5 X 6.5 it 6.0 X 30 ft 5 Room area 3 ft' i a 13 ft" Ty Constructor' U -value Or H7'.M Area (ft Load Area (ft') Lcad number Stuln fl,-'F, Btun;ft') or perimeter ft) Btutj or perimeter fti Btuh' Heat Cod Gross NiP S Heat Cool Goss N, P, S Haat Col 6 U 12C-0sv Frrn wall, st 0.089 ne 259 2,80 0 0 0 0) 0 0 0 i 0 2A-2ov 0, 34C ne 939 22,45 0 0 0 01 0 2A-2ov 0.340 tie 989 22,45 0 0 0 1 0 0 0 B-2fv 1, ne 981 26,11 01 01 0 C' 0 0 1 'Iv I 3A-2ccs 91k wall a L--G a 486 443 0 0 Of 0 0 1 0 01 0 26-2fv 0 340 ne 989 2651 0 o 0 c 0 01 0 W I 6B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 1 1tv 2C-Osw FnT) wall or 0 089 Se 2.59 2,80 4 1 4 1 5 11 3 3 g 0 2A-2ov 0,340 se 9,39 22,58 0 01 01 0 0 91 01 02A-2ov 0,340 se 989 22,72 0 0 0 0 01 01 0 0 kN13A-2ocs Blk wall s 0, 167 se 4,86 4.43 0 0 0 0 0 L-D 1 IDO 0, 390 se 11,35 12.1 0 0 0 0 0 0 0 16B-19ad 6. 049 se 1.43 2,6 0 0 0 0 0 0 0 12C-Osw Fran wall, at 0089 sw 259 2.301 591 59 1521 164 2171 27 70 76 L-G 2A- 2o 0'W sw 989 20,871 01 0 0 0 0 0 0 0 1 N 3A- 2ocsBlk wall. s C. 16- sw 486 443 0 0 o G 0 0 0 1 N 66- 19ad0049 sw 1, 43 2,67 0 0 0 0 0 0 0 0 12C-Osw Frrn wall st t1_ 0089 rovZ 59 2,30 0 0 c i 0 00 0 Of 2 I'v O340 nw 9391 2245 01 0 01 0 0 0 0IPVI 13A-&s Enk wall30167nw4W000100C0010C-v 0,340 nw 989 14,43 856 0 0 0 0 0 0 0 0 2A.-2ov C, 340 rev 989 2245 0 0 Q 0 0 01 0 0 16-2fv C 340 rou 989 26,5' 0 0 0 0 0 01 U 01 vv 6B-,i oaa 0049nw1.43 2 67 0 0, 0 C 0 2C-Osw Fun wall PL_ 0096 - 279 1,880 01 0 0 0 v 1) 1 i C-) 0 0390 n 11 35 1 2 11, 0 0 0 01 0 0 01 9 38aa C 1,26 0761 1 421 107, 1 1071 811 1521 18 it 81 141 26 168 F 10P_19t 00501. 45 0731 0 0 0 01 13i 31 261 13 20P-19, u.050 1 451 0 73 39 39 57 28 0 0 D F 22A-rpl 0 989 28 78 0.00 0 0 0 0 0 C' 6 co AED excursion 30 8 6Envelopelossigain 394 4281 110 107 a) Infiltration 219 79 60 19 b) Room ventilation 0 0 0 0 13 Internal gains Occupants 230 0 0 0 Appliances/other 9 Subtotal (lines 3 to 13) 5141 4911 170 1261 Less external load 01 0 0 0L a",s e, 31 0010Pae'd, stir, bti.' c { 0 O 1 0 i 141 Subtotal 6141 498 701 125 15 j DUCt loads 24' 28', 1491 1411 2476 j 28", 41 1 36 d Total room 'oa IZ Air , dUir ' I 762 63912912111216-1 7 C' m' 14 i Calculations approvedbyACCAto meet all requirements of Manual J 8th Ed, 2011 3-Mai .1 11 Pi ,} 9 06 R;9hr-Susk- I' J,iije, sal 1018 18 0, 10 R- 1-240") Page 5 3Reaganinointe' , 5'3:2,,N or 1 6R P, iqo,')`,Pl1,1te71; 137N i'ip ',alc= 138 Horse f'aces 3E k "(11TING AIR GUNUMONING Right-JO Worksheet Entire House Job: Lot I 6Reaq an Po in to7513AN Date: March 16, 2018 By: RH DEL -AIR HEATING &AIR CONDITIONING 531 COUISCO, VJAY 7-5 32771 Phone 407-831-2665 Fax 497,333-3853 vAen V,'TlrPt DEL -AIR 11 Room name 113,r bill U111 2 Exposed Nall 20.5 ft 0 ft 3 Roorn height 9 Q ft near.? vrcl 93 ft hea:,ccol dimensions 1 0 X 11n,ij, ft 70 X 65 It L1Room5Room area 112,0 ft' a,) 5 ft ction1-Y Constr' U-value Or HTM Area i't') Load Area (fll) Load nUrrbei B,' -,nift'-'F BtL.hjft') or perimeter fl; Btuh) of perimeter (ft) Btuh, Heat Cool Gross j N,P?S F_ Heat God Gross N, P'S Heat Cool 12C-Csw Frm Nall st 0,089 ne 259 2.8C 0i 10 G 0 0 0 0 01 2A- 2ov 0,340 ne 989, 22.45 01 0 0 C 0 0 0 01 2A-2ov 0,340 ne 9.39 i 22,45 91 0 G 0 C 0 0 213- 2fv 11 142 1 1,819 2651 11 0 01 ol 0 0 0 0 I I v 13A ocs Sk wall s 0 -2- 6 4 6 443 0 L_ G 2B-2f, 0 340 ne 9,89 2651 0 0 0 0 0 0 V111 1 -19ad 01049 ne 1,43 267 0 0 C" 0 0 0 01 0 Tviv , C-,Isw Fmn Nall st 0089 se 2,59 2,30 860 78 2011 1 11 01 0 0 l_" ZA-2 v 0 340 se 989 2258 1 81 01 791 181 1 C 0 I2A - 200V 0340 se 939 22 721 0 0 01 C 01 C 13A- 2ocs 31k wall s t—D 0 167 1390 se 4,861 443 0 0 00 001 01 01 01 o 1 01 01 1 11DOA, 16B-19ad 0049 se se 3- 1141Z 11 267 0 D 0 0 01 01 01 t 12C-0 'w Frm wall.st 0.089 sw 2,59 Z 80 99 99 256 1 T 2 17 O0 01 01 0 0 1 0 0 2A- 2ov13A-20cs Blk Nall, s 0.340 0,167 sw sw 9, 891 4861 2037 4A3 0 0 0 0 D 0 0 cl 0 01 Gi vv 16B- I 9ad 0,049 sw 1A3 2.67 0 0 0 0 0 j 0 1 0 V.1' I12C-Osw Frm Nall st 0,089 nw Z59 2.80 0 0 0 0 01 0 2A-2ov 0.340 nvv 989 2245 0 0 0 0' Cc 01 0 Vv 13A- toes Blk wall a 0.167 nw 4,86 443 0 0 0 0 0 01 0 I QC- v 0,340 nw 9,89 1856 0 r" 0 C" 01 Q 2A-2ov 1340 nw 9,19 2Z45 01 0 0 0I 0 0 01 0 L--G 2B-2fv 0340 nw 989 25, 51 0 0 0 0 0 0 C 01 11V 1 613-19ad 0049 nw 1,43 2.67 0 0 0 0 01 0 12C-Osw Fj -m wall. r PL—D0096Z79 87 1 00 0 0 0 11 0 11DI 0, 390 n 11.351 11,11 1 0 11 0 G 0 1 0 C 1613- 38ad Cr026 0,761 1.42 1121 112 85 1591 46 1 461 34 65 F 20P- 1 9t 0,050 L45 073 63 63 92 46 0 0 01 0 F 20P- 1 9t 0.050 1,45 0,73 49 49 71 36 46 46 361 33 F 22A- tpi 0989 28,73 000 0 0 0 0 0 0 0 6 c) AED excursion 43 40 E nvelrase lcss.z gain 7841 958 2 a) Infiltration 4091 132 0 b) Room ventilation 0 01 0 1 01 17 Internal galls Occupants g) 230 ApQfiarces other 0 80G 1 Subtotal ;lines 6 to '3) 1 #19 3 11119C f___ lol 581 1 ass external load 0 0 i Less trarsfer 21 Redistnioutior 14 Subtotal 0 1193 10 901 J1 j 5581 15 Duo' loads 24", 281Y 2891 307 24", 28, 141 186 Totalroom load i 14821 1397 1251 343 A;r requiied tcfn,) 8 5!: 38 CalculajLa roved b ACC to xleet all re direments of Manual J 8th Ed. I- 2018-clar-16 18 199 06 CK R[gm -SwtUniversal '018 18 j 10 RSU24015 pagege 6ReaganF`owtc-5 13,WLot ! 6fR,- aganP0mte75'3AN rup Calc = MA House fnoes SE DEL -AIR Right-JO Worksheet MATING MR rMUMORMA Entire House Job: Lot 1 6Reag an Pointe7513AN Date: March 16, 2018 By: RH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO hAY SAWORD FL 32771 Phone 407-831-21,65 Fax 407-333,3653 ',,Aab VIAMV )EL-A1[?,,,,-,0r,1 1-1 Room name tostr rm bdrm 4 2 Exposed wall 33.0 ft 26.0 ft 3 Room, height 9.0 ft heat.,-ool 9.0 ft heat/cod 4 Room dirita,siors 1 0 x 243.5 ft 12,5 x 13.5 ft Room area 243.5 ft' 168.3 ft, Ty Constructron U-value Or HT M A rea (ft 1) _Dad Area Load mnuter Btuhft'-'F) (BttP,/ft') or pennn'eter rft1 Stun; or penn et I er (f t 3 Bturrl Heat Cool Gross N P i S Neat —000-1 Gross _WiS Heat Cool 6 V',V 12C-0siv Frm wall st 0089 ne 2,59 280 153 145 3761 406 122 122 315 340 2A-20, 0,340 ne 9.89 22,45 0 6 01 o s 0, C, 0 2`:-20V 0,340 ne 989 22,45 01 0 C) 0 0 0 0 0 2B-2fv 0340 ne 9 89 2651 8, 01 791 2112 0 0 0 0 13A-2ccs 31k w000 all s 0167ne486443000 0 0 2B-,-v 034C ne 9A9 26.51 0 0 0 0 D 1,66- 19ad0049ne1432.67 0 41 27 0 0 0 01 0 I AL v C-0sF,mwallst 0089 so 2,591 2,30, 41 '3 2912 1 316 0 0 0 i 0 i 0 as 01 0, 34C 7 900C, 1 4-2ov 0 _U0 se 9 89 22 L 2A-2ov 581 3?1 3C9 001 G 1 1 98912272AL3A-2ccs 31k wall s 0 1 416 4.43 D0 0 C, 01 D 1 91, a 11DO 0,31)-, -9121100 01 0 0 0 0 Q! N 1613-?gad 0049 so 1 43 2,67 1 1 16, 0 0 0 0 0 12C- 0sv FTn Nall st 0089 sw 2,59 2,301 0 01 01 Q 0 0 2A-2ov 0,310 sw 919 20, 117 O 0 01 0 OE 01 C 0 Px 3A-20cs 31k wall s 0 16 sw 4,86 4A3 0 01 i 7 (1 C 0. 0 1i Z-19ad 0,049, sw 1 43 2,67 io 10 14! 2 0 0 0 01 Vvr 12C-0svv ' rr wall St 0 089 nw 2.59 2.80 D (I) 0i 0 3 93 24C 2509 2A-2ov 0.340 nw 989 2245 0 01 0 20 9 198! 449 IV 13A-2ocs Blk wall s 0.167 nw 436 4,43 01 0 o, 1 0 C 0 C) 0 k__G 1 0C-V 0340 nvv 9.89 is 56 0 0 01 01 0 o 0= 0 k---G 2A,-2ov 0 34C nw 9 89 2245 01 0 01 o 0 01 0 L—G 2B-2fv 0 340 nw 9 39 0 0 a C 0 01 01 C N 1613-10ad 0 N9 mv 1.43) 237 6 291 01 01 C i 01 12Os,Vrwa11 r-0.096 2.79 88 0 0 0 0 01 01 0 D ii , 110 0 390 r 1 11 3,511 2 1" 0 0 0 01 01 C i66-38ad 1 0 026l ', 7C, 1 1 421 244 244 1,34 345 1691 169 1281 239 F: 20P-19t 0050 1 4, 51, 'D 31 01 3 0 0 of 0i C, 01 20P-19t 5 0731 244 244 354 177 D! 0 0 0 22A-tpl 00 09,53 Qj 28 00 0 0 00 0 C 01 61 c) A ED ax-,ursion 125 1351 1 Envelope loss,gain654 24G3 38C 1423 12 a) Infiltration 752 242 519 167 ID) Room vertilaton 0 0 C 1, o 13 i internal gams- IjGc;,,jpar,ts r 230 1 2301 3 01 Appliarcusiother 6001 400 Subtotal lines 3 to 13) 2405 34' 5 I 1399 i 990 Less external lozgd 0 0 0 0 Less transfer 01 0 "1 R,_d stnbuvon 0 0 , 011 14Subtotal2405134, 5 399, 19901 Duct loads 24'o 1 28', 583 980 240,i 28 339 561 Total -oorn load 2988 4455 2552 171 A,i requiredcfi,l 203 116 CalculationsaravedbACCR to meet alf re uirements of Manual J 8th Ed. U " t , Vit 20 1 9-M ar- 15 'S ,d 06 ii CA RighE-SurtUnix er,;,,31 _1018 18 0 10 RSU24015 page 7 1r3PeaqanPomte75l3,VN rup talc = %U8 House taces SE Job: Lot I 6Reag an Po in tc,7513.,. DmDEL-Al uct steSummary 1Date: March 16,2018 HEATING , AIR GUNUFTIOR NINGEntire Ho use By: RH DEL - AIR HEATING & AIR CONDITIONING 531 CODISU-0 SANFORD Fl- 32771 Phone 407-831-2665 Fax 407-333-3853 Vbb 11','X1DE-L-AIR, CO3M For: David Weekley Homes, Lot 16ReaganPointe7513AN 2862 Gipper Circle, Sanford- FL 32773 Heating Cooling External static pressure 0A0 in H2O 0A0 in H2O Pressure losses 0,06 in H2O 0.06 in H2O Available static pressure O.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0,170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0,267 i n1 1 00ft 0.267 in/ 1 00ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 128 ft Design Htg Clg Design Dram H x VV Duct Actual Ftg. Eqv Name (Btuh) cfrn) (cfm}FiR in) in) Matt Ln (ft) Ln (ft) Trunk F_ barm 2 1 2521 97 115 0,306 6.0 Ox 0 VlFx 26.1 85.0 stl ocum 3 c 1367 52i, 85 0.321 6.0 Ox 0 VlFx 20,8 85.0 stl I bdrm 4 c 2552i 99 116 0,326 6.0 Ox 0 VlFx 19A 85,0 stl b't 2 h 347! 20 14 i 0,322 4.01 Ox 0 VlFx 20,6 85.0 stl h i 5547! 317 292 1 0,297 9.0 I ux 0 V Fx 19,6 95.0 st2 h 2399 137 109 1 0,288 7.01 Ox 0 V Fx 22.9 95,0 st2 h 1 2399 137 109 0,280 7.0 Ox 0 VlFx 26A 95,0 st2 oft c 26491 78 121 0,354 6.01 ox C) j VlFx 10.9 85,0 SO m9l, bff, h 148211 85 64 0,267 0 1 Ox 0 r VlFx 27.5 100'Q st3 c 44551 171 203 0,267 810 Ox 0 VlFx 27.2 ,2 100.0 st3 T)ir wc h 211 j 12 7 0.271 4,0 Ox 0 VlFx 25,5 100,0 st3 WIC h 762 44 29 1 0.271 4.0 Ox 0 VlFx 25,6 100.0 st3 h 1356 77 30 11 0,284 5.0 Ox 0 VlFx 24,6 95.0 st2 c 843 7 38 0,2731 4.0 Ox 0 VlFx 24.4 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm} cfm) FR (fpm) in) in) Material Trunk st3 Peak AVF 18 342 0.267 6 27 10.0 0 x 0 VinlFix stl stl Peak , AVF 664 794 0,267 568 16.0 0 X 0 VinlFix st2 Peak AVF 669 539 0,280 626 14,0 0 x 0 VinlFix Aik 1013- Ma, ' 6 18 C,', 07 wrightsoft, lzt: 71 R,'JM-S,We J,,versal 21?1,3 13 10 R3L,24015 page 1 ACCX ReaganPo, fite'511A1N tjp Calc M,8 H,)use faces 3E wrightsoft, 2G I 3-sI,v '6 ' 3 .',f) D7 Right-Siwte' Un,vrsai 20!3 J 10 RSU24015 P390 2 6Reziga,, P),!ita.',,\NVL,Il3r e,ig3i,P,,),G,,te7513;kN up "alc = M,8 House faces S; FORM R405-2017 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 horne 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 suinmany checklist that can be used for bold verification (usually four pageslinay be greater). El Energy Performance Level (EPL) Display Card (one page) E] HVAUC system sizing and selection based or? ACCA Manual S or per exceptions provided in Section R403 7 El Mandatory Requirements (five pages) Required prior to CO for the Performance Method: El 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) 1:1 If Form R405 duct leakage type indicates anything other than "default leakage". then a completed Form R405 Duct Leakage Test Report (usually one page) 3/1,120'8 6 06 52 PM Rage 1jSRCSB v6 1i Page 1 of I ADDRESS 2862 Gipper Circle Permit Number Sanford FL , 32773 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 presolcl and nonpresold residential buildings The EPL display card contains information indicating the energy performance level and of 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. R4024 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 R402A 5 Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402 5 R402,41 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 Instal lation7he 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 VVI-ere 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 oil- leakage rate not exceeding seven air changes per hour in Climate Zones I and 2, and three air changes per hour it,, Climate Zones 3 through 8 Testing shall be conducted in accordance with ANSI/RESNET/lCC 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 at,, 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 that, 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 infiltratior control measures 2 Dampers including exhaust, intake, makeup air. backdraft and flue dampers shall be closed but rot sealed rteyord intended infiltration control measures 3 Interior doors, if installed at the time of the test, shall be open. con 4 Exterior doors for continuous ventilation systems and hear recovery ventilators shall be closed and sealed 5 Heating and cooling systems. if installed at the time of the test, shall be turned of` 6 Supply and return registers, if installed at the time of the test, shall be fully open R402.4.2 Fireplaces. Nev wood -burning fireplacesplaces shall have fight -fitting flue dampers or doors, arid outdoor combustion air. Where using tight -fitting doors on factory-buill fireplaces listed and labeled in accordance with JUL 127. the doors shall be tested and listed for the fireplace Where using tight -fitting doors or, masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4,3 Fenestration air leak agdOi ndows. skylights and sliding glass doors shall have an air rfiltration rate of no more than -J 3 chin per sq,uare foot (1 5 L/s/nr2), and swinging doors no more than 0 5 c1m per square foot r2 6 L/s/rr,21 when tested according to NFRC 400 or AAylA, VVDl`dAiCSA 101,1 S 21A440 by at, accredited, independent laboratory and listed and labeled Dy the manufacturer Exception: Site -built windows skylights and doors 116,2013 6 07 PM EnergyGauge, USA - FlaRes2017 FBC 6m Edition (2017) Complia Page 1 of 5 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 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 R 1006 of the Florida Building Code Residential R402A.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 cfrn. (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 111 IRA Fill I I I R403.1 .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling systern R403,13 Heat pump supplementary heat (Mandatory). Heat primps having supplementary electric -resistance beat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can rneet 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 charnbers, 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 ANSPRESNETdCC 38C 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 R403,33 R403.3.2,1 Sealed air handier. Air handler-, shall have a manufacturer's designation for an all- 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 00 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 lest Postconstruction test: Total leakage shall be measured will, 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 othenoise 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 'or buildings complying by Section 405 at this ode - A written report of the results of the test shall be signed by the party conducting the test and provided to the -ode official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenurns R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41 'C) or below 55'F f 1 3'C) shall be insulated to a minimum of R-3 R403,4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind and shall provide shielding from solar radiation that can cause degradation of the material Adhesive tape shall not be permitted R403,5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems spat be in accordance with Section R403 5,1 1 Heat trace temperature maintenance systems shall be in accordance with Section R403 5 1 2 Automatic controls. temperature sensors and pumps shall be accessible Manual controls shall be readily accessible R403.5.1.1 Circulation systems, Heated water circulation systems shall be provided with a circulatior pump The systern, 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, ir= the circulation 'oop ;a at the desired ten"perature and when there is no demand for hot water R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such -systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance will,, the tirries, when heated water is used in the occupancy 3/16/2018 6 07 pfJ EnergyGaugerit) USA - FlaRes201 7 - FBC 6th Edition (2017) CornpiIian 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 head of at least 3 1/, inches (89 rnm) in the hot water distribution line and cold water line located as close as possible to the storage tank R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment 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 offA separate valve shall be provided to permit the energy supplied to the main, burner(s) of combustion types of service water -heating systems to be turned off R403- 5.6,2 Water heating equipment. Water -heating equipment installed in residential units shall rneet the minimum efficiencies of Table C404 2 it,, 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 -,hall satisfy all stated requirements for the appropriate water - treating category Solar water beaters 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 actor of the system The solar energy 'actor 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 SRC_1 Standard TNI-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in 'Installed solar water - heating systerrs 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 witl, other approved means of ventilation including Natural, Infiltration or Mechanical means Outdoor air intakes and exhausts shall have automatic or gravity darripers 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 The design air change per hour minimums for residential buildings in ASHRAE 62 2, Ventilation for Acceptable Indoor Air Quality, shall be the rnaximum rates allowed for residential applications, No ventilation or air-conditioning systern make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) Frorn 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 eased 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 cordittors described in Section R302 1 This Code does not allow designer safety 'actors, provisions for future expansion or other factors that a ff r, ect equipment sizing System sizing calculations shall ,,at include loads created by local intermittent mechanical ventilation such as standard kitcher, and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the mirururn 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 AlRFL0',y/ RATE MINIMUM lCFfd) MINIMUM EFFiCACy 3 f, CFMI?WAII AIRFLOO/ RATE MAXIMUc iCFyl Range hoods Any 2.8 cfmiwatt Any In - line far Any 2.8 cfrn,watt Any Bathroom, utility room 10 1.4 cfml?watt 90 For Sl 1 cfrn = 23.3 L/min a When tested in accordance with HVI Standard 916 116/ 90 18 6 07 Pfid EnergyGaugeJ USA - FlaRes201 7 - FBC 6th Edition (2017) Corriplia Page 3 of 5 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 if' Section 403.7. or the closest available size provided by the rnant.raCtLrrer'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 Manufacture'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 CFIvI 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 ducts) 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. R4017.1 .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 kVy` of the desigr- requirements calculated according to the procedure selected in Section R403.7.1. R403,71,23 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burgers shall not be less than the design load calculated it, accordance with Section R403.7.1. R403.7A .3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacitypacity 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 ore or more of the following options A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas A variable capacity systern sized for opurnuro 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 ECC_Cornmerciai Provisions in lieu of Section R-103 R403.9 Snow melt and ice system controls (Mandatory) Snow- andice-melting systerns, supplied through energy service to the buiid!rg shall include automatic controls capable of shutting off the system when the pavement temperatureperature ;Is above 50'F (110'C) and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4 8'C) R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403 10 1 through R403 10 5 R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible or -off switch that is an integral part of the heater mounted or the exterior of the heater, or external to and within 3 feet (914 nimj 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 net be equipped with continuously burning ignition pilots R401 10.2 Time switches. Time switches or other control methods that can automatically ',urr off and of,, according 'a a preset schedule shall be installed for heaters and pump motors Heaters and Purnp motors that have built-in time switches shall be if, 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 \,AJhere pumps are powered exclusively from on -site renewable generation_ R403.10.3 Covers, Outdoor heated sovirmining pools and outdoor permanent spas shall be equipped with a vapor -retardant cover an or at the water surface or a liquid cover or other means proven to reduce heat loss - Exception: Where more that). 70 percent of the energy for heating, computed over an operation season, is `rorn site -recovered energy such as 'rorn 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 rnimmurn thermal efficiency of 82 percept 'or heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21 56 Pool Beaters fired by natural or LP gas shall not have continuously burning pilot lights 3/16i2018 6 07 Fffvl EnemyGaugevUSA - RaRes201 7 - FBC 6th, Edition (20 17) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool beaters 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 swirnining pool heat pumps are not required to meet this standard R403.11 Portable spas (Manclatoryllke energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14 M M ARX"RINIMAMMIMMy"', 11011 R404,11 Lighting equipment (Mandatory). Not less than 75 percent of the lamps ir, 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 3/16/2018 6 07 PM EnergyGaugeL,D USA - RaReQO I' - FBC 3th Edition (20 17) Complia Page 5 of 5 TABLE 402.4,1.1 Project Name Lot 16 ReaganPointe7513AN Builder Narne David 'Weekley Homes Street 2862 Gipper Circle Permit Office City, State Zips Sanford FL , 32773 Permit Number Owner JUrisdiction 690000 Design Location FL, Sanford 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 - The air barrier in any dropped ceilirgisoffit shall be aligned with The insulation in any dropped ceilirgisoffitCeding/attic 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 soaces shall be sealed Vlalls The function of the foundation and sill plate shall be sealed Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed a material having a thermal resistance or 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 sulpfloor decking or Floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side loors) of sheathing, or continuous insulation installed or the underside of lour training and extends from the bottom to the top of all perimeter floor framing rnerribers 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 ILie shafts opening to exterior or unconditioned space small 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 spaces Pecessed-lighting Recessed light fixtures installed it,, 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 wring 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 S In ow a r'trjb The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall or exterior wall lops shall separate them from the showers and tubs be insulated Electrical/phone box or The air barrier shall be installed behind electrical or communication exterrorwalls 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 V'Vhen required to be sealed concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids a In addition. inspection of log walls shall be in accordance with the provisions of !CC-400 31161'21113 6 07 P%1 EnergyGauge't USA - RaRes21)17 FBC 6th Edition (2017) Compliant Software Page 1 of I FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY( EFFICIENCY CODE FOR BUILDING Envelope Leakage Test Report Performance Method Project Names Lot16 eaganPointe7513AN Builder Names David Vleekley Hornes Street. 2362 : ipper Circle Permit Office- City, State, Zip Sanford , FL , 32773 Permit Number: Design Location_ FL, Sanford Jurisdiction, 690000 Cond. Floor Area 2022 sp.ft. Cond Volume: 13463 cu if Envelope Leakage Test Results Leakage Characteristics Regression Data: c: n: R: Single or Multi Point Test Data - Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 _- Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553 993(5i or 17), 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 - During testing 1 _ Exteriorwindows 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^tended 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section'p-14.4.1.2. R . 0 SIGNATURE: PRINTED NAME: 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 wr=tten report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 3,16,2018 6 07 "M EnergyGauge T, USA - Fiaftes2017 - Section R,1 5 4 1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lotl BReagarPointe7513AN Builder Name David Weekley Homes Street. 2862 Gipper Circle Permit Office City. State. Zips Sanford , 171 , 32773 Permit Number Design Location FL, Sanford Jurisdiction 1396000 Duct Test Time Post Construction Required Duct Leakage from (Q"out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 2 System 2 3 System 3 4 System 4 CFM25(Out,) CFM25(Out) CFM25(Out) CFM25(Out') 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2022 House Duct ( Total Conditioned Floor Area) System ( Q,,out)* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal,k'?',proposed duct Duct tightness shall be verified by leakage On specified on FRM R405-2017, testing to ANSI/'RESNET/ICC 380 by either individuals as defined in Section SIGNATURE: 553.993(5) or (7), Florida Statutes, or ma individuals licensed as set forth in PRINTED NAME: Section 489. 1 05(3)(f), g), or (i), Florida Statutes. DATE: 3/16/2018 BUILDING OFFICIAL: DATE: 116,20186 98 PM EoergyGaugeF) USA - RaRes2017 - section R405 4 1 compliant S Page 1 of 1 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 SPEGAL Office (321) 256-1234 PLUMBING Fax (321)250-2304 tvt 1 60, - - 1 5 R LEGAL DESCRIPTION: LOT 16, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGi-t 52, OF THE PUBLIC,. RECORDS OF SEMINOLE (COUNTY, FLORIDA. FLOOD INFORMATION: BY PFIRFORMiN G A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WvVW FEMA GvV. THE PROPERTY APPEARS 30 BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN SEMIN ,_E CGUN iY rr%MMUNl':Y NiUMBER 120289, DiJ, FD 9/28 2007 CERTIFIED TO: DAVIDVVEEK..EY I10MF S f"', 8 € ' arc Clt't't.. Total Lot Area= 3,200 sq ft (100%) L1 Impervious Area in Square FeetS 40'51'28" W 40.0U(P) Total House Foot Print = 1,197 sq It (37%) Total Porch and Deck/Lanai = 93 sq It (3%) L2 1 u Total Driveways = 320 sq it (10%) Total Walkways = 44 sq it If A) N 40°51'28" E 40.00'(P) Total A/C Pads m 16 sq It (1 %) Total Out Buildings = 0,000 sq it (0%) L3 Total Pool Deck Surface (Not including Water Surface) = 0,000 sq It (00%) — Total Total Pool Water Surface m 0,00012 0,000 sq if (00%) N 40'51'28" E 70.48'(P) w E f A o , S G01 9' Cf V. 1F / f' P. C. located on Tract "A" P \ 9, re io Q C, oRy ' 0 1- sp A Ss .a c cy) s Cad° 0 A / t Q CI" r `'- Q 6 p` •u Q< C 11 Lot 15 % n co o with setbacks sect i t ri re v a Q htr0 2886 Gipper Circle Sanford, FL 32773 This is NOT a Boundary Survey Graphic Scale 01 0' 20` 40' Scale: 1 "=20` Held Date Date Completed. Drawn By: IN C- File NUMbeclS-45029 PP Legend- C C a curttesd PC Pone eof Curvature C tarline PG. F'agrr B C. xsete Bloek PI PnLlt of l ataraedion GM 4( (I i.e (1fl01V i531. P O.N. n t r e h 0 1 t li t o, Line 7 I )es< rratio 1 PP F-owar Pete D i. de La4ament P m F naiaont P3.2YPt'e' Lsmt. Lascinan. Nio-N-M i L.V A t o .,11 L er,te t>- Pi P I t 0 1 -yen-:C M a Q. 1 Aye x k t. '- o- i-L t1u. tad rlax.r t -.r'm Hatt. H.adai raid. 4 1 i H&C fear & -in P ir> 'Ix+ Ha 1-t e 0 i 1n9ft Atcj Wd H t fed M ttea "'- S.,S t R bvr R N& D Nair & Ut: k Reba' Cap 'l 6 t ' ' N. R. Wn H"" i IYp. IV>k M ORB Oil it I R(40, btx* UL Ul tty t 1 ;u t P P1.1 U41 Wtiter tieter P b 111.1 So-.1. 24 D<41 a (Ce,Ua, AEG a) 0- W i Fe tte 0— f,Ita11 1- r""'N Su . pry , B—ef.t., .ere, aF P F ri t.1 gteed--V11 e"' k"-st"d lu Gal Ov'da', I' H'at ix. S ,1Ect. aaY(is ,. arJ. Rest/ c.o sc_kccc,. d. F 0"", t 1- s NOI Ae tiled ft 1( '. ha .1tJt...I d oF i oen ,a NO IUte, xat,d UN[ I1S i t tie tt t t 11 Us II s Si rveY fo (i' li n ir telded W.t, it N, 1Vc t:,s...>'. Will be c use s SJf RSx s.l 4tii „t1 a _ .. yl,.:ei uc c.I o q .1 AN , R. g:11s .,e ei Z1 ii, ys , J er, a .se r, 1"d e i[ tI.zV:: Y 1J Rt DocuSigned by: AfKA k (MLA14 BICED63FCAL64LU Elevations are based on civil grading plans. Lot is Type " A" Grading Plan Proposed Elevation t yCc f i t t`,Y i} } i r: ) F r d G' s t 11v as 1 of 11y hr,F M dq' ""d B010 "I S. . a'- ndO' my u( _ i >" un tha J,1lo St odosed t.1 I k tl.o- W i shod r9 (vie Naled . d C 1 f a to the SU 1 d t r ra t< f land Su"" tL State, F'Silda 1 co a r',i (, 1t. 6d-1 71152 FI !lo d ,tsGat c Cod—, Pts, a i tca_Suct, 472,C,27 k,t d i S:att .e, z . This Survey is intenttFd ONLY fix t)w use of Said Ce U.Ie i Parties his Sure VAI ID UkLM, u' ad Embu,sed vnt surE.Drs Seal Ireland tkfi Associates aey'al'y, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 ww rrelandsurveying. com Office-407.678. 3366 Fax-407. 320.8165 Residential Load Demand General Method 1952 square feet X 3VA 5856 VA Small appliance load 3000 VA Laundry 1500 VA total 10,356 VA First 3000VA 100% ... __ .... 3000 VA Remaining @ 35%__ ..... ___2575 VA total 5575 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,845 VA - 240V= 145 amps= 150 amp service Model 7413 Contractor______ -_ ---___— David Weekley Homes-.-,-,-,,-, Subdivision _ Reagan's Point,--,---- COLinty-------------,Seminole I I City --------,,Sanford Office # 407-933-7771 Site Information: - Customer: Accu-Span Truss Com ALPINE Job Number. 19795 JobDescription, 7413 - B (SLamily) /7413 - B (S,Family) -DAVID WEEKLY Address: Lot 16 Reagan Point Alpine, an ITW Company 2400 Lake Orange Dr, Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw com State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name, License #: Address. City, State, Zip. State. A-# pull IV7 1 (llu esign Code. FBC2017RES View Version: 17,02.01,1114,21 JRef#: 1W9a4080007 end Standard ASCE7_10 Wind Speed (mph). 139 RoofLoad(psf). 20.00- 7.00- 0.00- Floor Load (pst) 40, 00-10, 00- 0 . 00- 1 5.00 5.00 This package contains a job notes page, 42 truss drawings and 3 details Item Seal # Truss Item Seal # Truss 1 074. 1& 1042,00019 iAl 2 074. 1& 1051,56027 A2 3 074. 1 & 1041,57644 A3 4 074,18,1041,52644 A4 5 074,18,1041,57254 A5 6 074181051,57500 A5A 7 074,18,1041,55457 I 81 8 074181041,56816 BlA 9 074 1&1041 58441 B2 10 07418,1041,54129 B3 11 074. 18,1041,59566 B4 12 074 181052,00213 135 13 074,18,1041,54644 B6 14 074.181041,59176 B7 15 074 18 1041,59191 B8 16 074,181041,54894 EJ3 17 074,18.1041,56394 EJ5 18 074,18,1041,54645 EJ5A 19 074181041,58832 EJ7 20 1074,18,1041,53113 EJ7A 21 074,18,1041,59301 EJ713 22 07418 1041,56363 CJ1 23 07418,1041,56426 CJ3 24 074,18,1041 .58332 CJ5 25 074, 1 8,1041,58347 IHJ3 26 07418,1041,51443 HJ5 27 074 181052,02530 HJ7 28 074,18,1052,19423 FG1 29 074,18.1041,57504 F01 30 074,18,1052,21453 F02 31 074 18,1041 55660 F03 32 074,18,1041.57488 F03A 33 07418 1052,22767 F04 34 074,18,1052,24120 F05 35 1074 18,1052,25450 F05A 36 074,181041,51442 iI F06 pq Pi's ATE' P"s d.c.-t has been e I ect'.-a 1y and'®a ed g a Dq't.l 5'g—t're ?rated Q- a ,tho,t an 011 1W S R-t— -'t k)e 0 16 0 1 S -' fi"d "-g "" -gp- -"- Florida Certificate of Product Approval #FL1999 Printed 3/16!2018 8:59 42 AM Sete Information: Customer: Accu-Span Truss Company Job Number, 19795 JobDescription: 7413 - B (S_Family)17413 - B (S.Family) -DAVID WEEKLY Address: Lot 16 Reagan Paint tem Seal # Truss 37 674.18,1041.52083 F07 39 074.18,1041,58051 F09 41 107418104153707 F11 Alpine, an ITW Company 2400 Lake Change Dr . Suite 150 Orlando, FL 32837 Phone (800)755-6001 a€pineitw corn City, State, Zip: SANFORD. FL 32773 Item Seal # Truss 38 1074,18,1041, 55458 I F08 40 074.18.1041.55535 F10 42 074 18 1052 29743 F12 his :q-0 aca+>aiei csmg P g:ai $!gnarare. Panted cot;es withouE ar, ory=na; s+gnature mus' b eerrfa cl casing ;-F c $,. si eia<tra cv@rcspn. 0.3 16 201.ti Florida Certificate of Product Approval #FL1999 Printed 3f16r'2018 3:59A2 Ann Job Number: 19795 — Ply 1 i SEQN. 562208 ! T5 / COMN. Cust: RR408 JRef. iV19a4080of?-i 7413-B IS Family) Qty: 2 FROM CH Drwlao: 074 18 1042 00019 Truss Labe€: At KM i BAF 03t15/2018 76'12 15, L25 d 3G l. To'12 75"4 7, ,, .— 6 i11:1X; D 12 5X8 Xu . E C g F r> q -- G 19'a"12 3X6:A1) '.1Xfi BZ - 5X6 3Xf>,..A 1,\; .. t.. 30_____ ......... ____. ......-. ____. .._.. 1p' 1D' 10' i 4" 20 3f, Loading Criteria lost, Wind Criteria Snow Criteria og Pr r PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL. 20,00 Wind Sid: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection In too L/defl Lot Laic R / U Rw / Rh r RL r V4 TCDL 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 B 1306 ,` 144 / 637 I - / 180 4 0 BGLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.245 H 999 240 F 1307 / 144 If 637 ` 4.0 Risk Category: li BCDL10,00 Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MW FRS EXP: B Des Ld 37,00 Mean Height: 23.49 t HORZ( TI ): 0,063 H B Min Brg Width Reg = 1.5 NCBCLL. 10,00 9 Code 1 Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = 1.5 Soffit: 2,00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSC 0,955 Spacing : 24.0 " C&C Dist a: 3.00 €t Rep Factors Used Yes Max Web CST: 0,289 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. front endwall: not in 9.00 ft 77iRT:20(0)/10(0) Chords Tens.Comp. Chords Tens- Comp. DGCpon018 WAVE Wind-- - — — — Plate VlEVVVer 17.02.01A.1114 21 B - C 455 2182 D - E 468 -1968 C - D 468 -1967 E - F 455 - 2184 Lumbar —------- — Top chord 2x4 SP #2 Dense Maximum But Chord Forces Per Ply (Ibs) Forchord2x4SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Chords Tens Comp. Chords Tens Comp. B - I 1878 - 299 H - F 1879 - 320 Loading I - H 1258 -138 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. 'Webs Tens. Comp. Wind ! - D 757 -146 D - H 759 - 146 Wind Toads based on MWFRS with additional C&C raember design. i s 1N 0- 27 sxa°t i, 16r2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, byy TPI and SBCA) fir safety practices prior to performing these functions. Installers shall provide tempera rYV bracing per BCSI Unless noted a herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pperly attached riq cI ceiliny Locations shown for per lateral restraint of webs shall have bracing Installed per BCSI section, 83, 37 or E 10, asappPicabieApplyplatertoeachfaceoftrussandpositionasshownaboveandontheJainfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine a division of IT7l Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the OOOI NE truss in conformance with ANSI/ f P! 1, or for handIrra shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing this Orawmqq indicates acceptance of roTessionat engineering responsibility solely for the design shown. The suitability Suite i56 landuseofthisJawingforanystructureistheresponsibilityofthet3uddmgDesignerperANSI/TPI 1 Sec.2 Fors' o this Orlando FL 32831 Job Number: 1W95 Ply. 1 SEON 562209 1 T40 HIPS Gust R408 JRef. 1W9a4080007 7413 - B (SFamily) 77413 - 13 {S.Family) -DAVID WEEKLY Fly. 2 FROM CH DrwNo. 074.18-1051.56027 Truss Label: A2 KM DF 03,115/2018 6'10 6 13 1z , 23'1 8 30' 010„8 6'1"8 4' 6'1"8 610"8 tl 4X6 iIX6 D F T4 2 gXS6fHX6 - c 6, G A --- .... ittr19'8"12 I 2X4=5X65X6 2X4 3X8tA'' T o34 6'2"12 4 6212 6'9"4 14" iF Loading Criteria €psfl Wind Criteria Snow Criteria 1Pg.P`- PSFI Def11CSl Criteria A Maximum Reactions (Ibs) TCLL: 20.00 'Wind Std: ASCE 7-10 Pg; NA Ct NA CAT. NA, PP Deflection in too Lidefl L,# Loc R U r Rw r Rh r RL rW TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.115 J 999 240 B 1280 1 146 ,_' 641 t - 160 i 4.0 BGLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TI_): 0.399 J 999 240 G 1280 ,` 146 1641 /- - l4.0 BGDL: 10.00 Risk Category: (I Snow Duration: NA HORZ(LL): 0.041 D Wind reactions based on MWFRS EXP:B Des Ld 3700 __ .-._.—.. -- i HORZ(TL1: 0,092 D B Min Brg Width Real = 1,5 Mean Height: 22.99 If NCBCLL- 10,00 Code I Misc Criteria Creep Factor: 2.0TCDL: 4.2 pst G Min Br Width Re 1.59Q Soffit: 2,00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES : Max TC GSI: 0,413 Bearings 6 & G are a rigid surface. Load Duration 1,25 P t Tot Sid: 2014 Max BC CSI 0,547tW. RS Parallel Dist: hf2 o h Members not listed have farces less than 375# Spacing: 24-0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CS! 0-597 Maximum Top Chard Forces Per Ply (Ibs) Lac. from endwall: notin 9-00 ft FT RT:20(0)/!0(0) Chords Tens.Comp- Chords Tens. Comp GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Vol: 17.0201A 1114 21 B C 503 -2154 E -F 446 -1644 Lumber G - D 446 - 1644 F - G 503 - 2155 D - E 430 -1396 Top chord 2x4 SP 42 Dense :T4, T5 2x4 SP #1 Dense: Per chord 2x4 SP 41 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Loading B - L 1858 -346 J - E 1856 371 L - K 1855 - 347 1 - G 1859 - 371 Truss passed check for 20 psf additional bottom K - J 1396 - 207 chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply (Ibs) Wind VVebs Tens.Comp. `Webs Tens. Comp. Wind loads based on M la`FRS with additional C&C C - K 188 - ;97 E - J 431 74 member design. D - K 429 73 J - F 188 - 600 f x 41 aOWm 4I e a 1, '`). f ATE OT: 6 03 16 201 S WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS shipping, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest editionComponentSafetyInformation, by TPI SBCA) fto these functions Installers of PCSI (Building terinporary ansapracticespriorperformingshallprovidebracinc per SCSI. Unless rioted othenwise.top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachrigideilnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3 B7 or 910 as applicab e. Apply pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise_ Rater to drawings 160A Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure ten build tfne PI for russinconformancewithANSItl1; or handbill shipping, Installation and bracing of trussesA seal on this drawing listingthisdrawing, indicates acceptance of proessrona engineering responsibility solely for the desi n shown. or cover page _ , 2400 Lake Orange Dr Thesuitability9 Y responsibility g g P anduseofthisdrawrnforstructurefsihe'res ons ibilNEp eBuil sr ner.,erANSIPl1 Secr2ncru cm Suite150 Land P Orlando FL, 32H37 Job Number: 19795 Ply 1 I SEQN: 562210 1 T44 ? HIPS Cust: RR408 JRef: 1W9a4080007 7413-B (S-Family) Oty. 2 FROM CH DnwNo: 074.18-1041_57644 Truss label: A3 SN DF 031151i2018 5'9"4 11' 19' 24'2"12 30' 5`q"4 52"12 8' 5.2'.12 5,9 4 5X6 = 5X6 D E 4 r^; s 6 2X4 2X4 Nr / r B i , % , G t A - - - - - -- — - -\H 3X6(A1) =3X4 5X6 3X4 =3X6iA11 I 30' 7 F4" 8.3.. 67 6.9" 8.3•. IA - o-,..e. _._..._ 8,3., 15, 1 21.9.. 30. Loading Criteria (psf) wind Criteria Snow Criteria ,[erg Pf.n PSr Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA GAT: NAI PP Deflection in too L/defl LI# Loc R 1 U 1Rw Rh 1 RL ! W TCDL: 7,00 Speed: 139 mph Pf. NA Ce: NA VERT(LL): 0.085 J 999 240 r6n115i148J642t9394.: BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.232 J 999 240 G 1215 1 148 1 642 = - i 4.Q ECDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.035 1 - Wind reactions based on rvV, FRS RWEXP: 6 HORZtTL): 0.066 I B Min Br idth e - 1.5Des _d 37.+J0 — g q' Mean Height: 22.49 ft Code / M€sc Criteria CreepFactor: 2.0 i G Min Erg Width Reg = 1.5NC3GLL. 10.00 TCDL: 4-2 psf Bearings B & G are a rigid surface 2,00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TO CSt 0,690 Load Duration: 1.25 MW FRS Parallel Dist: ht2 to h TPI Std: 2014 Max BC CSI: 0.698 Re Factors Used: Yes Max Web CSI: 0.158 Members not listed have for es less than 375# Spacing: 24.0 " G&C Dist a: dwa p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. not'm 9-00 t FTIRL20(p)110(0) Chords Tens.Comp. Chords Tens, Comp, GCpi: 0,18 Plate Type(s). -- Wind Duration: 1,60 WAVE i VIEW ver: 17.02.01A.1114 21 B - C 535 -2019 E - F 523 .1825 C - D 524 -1825 F - G 534 2019 Lumber D - E 464 - 14f>4 Top chord 2x4 SP #2 Dense Pot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp- Chords Tens. Comp. Wind B - K 1746 - 382 J - I 1417 - 287 Wind loads based on MiWFRS with additional C&C K - J 1417 -266 ! - G 1746 -d06 member design. Maximum web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens- Comp, K-D 415 -75 E - 1 415 -74 tt 7d#3t $6,0yo y, Iz L 8 w S T`, tat _ WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CON -TRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlinc7, shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information. byY TPI bur SBCA) handling safety practices prior to performing these functions. Installers shall provide temperarVv bracin er BCSI. Unless noted a herwise.top chord shall have properly attached structural sheath(n, and bottom oho d shall have a properlyattach6ingidceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections 63, R7. or 910, as applicable Apply plates to each face of truss and position as shown above and on the .lolnf-Details, unless noted otherwise. Refer to drawings 160A Z for standard plate positions. Alpine, a division of IT``W Buildin, Components Group Inc. shall not be responsible for any deviation from this dr.lwing,airy failure to build the truss in conformance with ANSI/PI 1, or for handling, shipping, Installation and bracing of trusseSA seal on this drawing or cover patge 3723 Rieerpo Drive listing this ¢rawing indicates acceptance of protessionaT engineering responsibility solely for the design shown. The suitability quite 200anduseothisdrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2 Per na. E nicrrnar-m see this ,ns Fetes Hatte anJ Maryland Heights, MO 6304 Job Number 19795 Ply 1 SEON: 562211 1 T9 I HIPS Cost: RR408 JRef: 1W9a4080007 7413 - 6 {S.Familyl Oty 2 . FROM: CI-i DrwNo. 074 18. 1041.52644 Truss Label: A4 Sol i DF 03115,12018 4'9"4 9' 15' 21' 25'2"l2 30' a.., _..- .. ......._-. ......_ -.-.. ..-.. ......... ...._..-.. .,.... 4'9'4 4'2°12 - 6` 642°12 494 5X6 ,, 2X4 5X6 D E F 12 6 11 -04 2G 9 A'f< -- - 1 3X6( A1? 3X4 5X8 3X4 3X6(Al 1 _ 30 s 1' 4" 9' 6' 6' 9` 14' J 15 21' 30' I Loading Criteria ,psi) wind Criteria Snow Criteria (f g P f n PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20-00 Wind Std: ASCE 7-10 Pa: NA CL NA CAT: N& PP Deflection In too Ldefl L,# Loc R U Rw =' Rh f RL F LV TCDL: 7.00 Speed: 139 mph PE NA Ce: NA VERT(LL): 0,102 E 999 240 B 1215 1276 f 639 1 - 1 119 r 4 0 - -- BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,278 E 999 240 H 1215 1276 i 639 ,' - 14,0 Risk Category If BCDL10OG D` Snow Duration NA r!ORZ(LL): 0-038 J iVind reactions based an Mr a`FRS EXP: B HORZJL): 0,070 J B Min Br Width Re 1.5 DesLd37GO — - - - 9 q NCBCLL 10,00 Mean Height: 21,99 if p H Rain Br Width Re - 1-5 TCDL: 4.2 psf Code t MisC Criteria I Creep Factor: 2.Q 9 q - I Soffit: 2.00 Bldg Code. FBC 2017 RES Max TC CSI' 0,346 Bearings B & H are a rigid surface- BCDL. 5.0 psf Load Duration: 1,25 viWFRS Parallel D€st 0 to h,=`2 TPI Sid: 2014 Max BC CSL 0,750 Rep Factors Used: Yes Max Web CSL Q149 Members not listed have forces less than 375# Spacing: 24-0 " C&C Dist a: 3.00 ft Maximum Top Chord Forces Per Ply (Ibs) Loc_ from endwall: not in 9.00 ft FT=R T :20(0)11, 0(Q) Chords Tens.Comp. Chords Tens. Comp, GCpi: 0,18 Plate Type(s): _ Wind Duration: 1,60 WAVE VIEW Ver 1 7.02 01A 1114 21 B - C 569 -2038 E - F 577 -1864 C- D 516 -1799 F -G 515 -1799 Lumber D - E 577 -1%44 G - H 569 -20,38Top chord 2x4 SP 92 Dense Rot chord 2x4 SP 42 Dense b°,=` ebs 2x4 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp, Wind B - L 1772 - 420 K - J 1566 333 Wind loads based on MVVFRS with additional C&C E_ - K 1566 -309 J - H 1772 -444 member design. F v S f, F 1 . A,¢ t 0 Rx 41 ss aft k^^' s 7- 02'8 ¢""'Y.srk,8;ai2t .afreievao, to 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING .........-......__. -._. _... .... _ _._ ___.. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extierne care in fabncatintc1, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponentSafetyInfrxmation. t YY TPI an 7 SBCA) or safety practices prior to performing these functions Installers shall provide temporary, bracingperBCSI. Unless noted otherwlse,top chord shall hale properly attached structural sheathin and bottom chord shall have a propperly attached rigqid ceiling. Locations shown far permanent taferal restraint of webs shall have bracing k1salled per BCSI sections B3, B7, or t 10, as applicable Apply plates to each face o truss and position as shown above and on the Join( Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of iTV' Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the trussinconformancewithANSI/ PI 1, or for handling, shippin , installation and bracing of,trussesA seal on this drawing or cover page 3723 Rive port Drive tistmgthisdrawing, indicates acceptance of gro?esswnat engineer`mt responsibility solely for the design shown The suitability 13it2 206 anduseofthisrawmgforanystructureistheresponsibilityofthebuddingDesignerperANSItTPI1Sec.2 Po < c, nto-a.<. r sc hs o ", it rarer (r se ,icb s tes RLfNE wwvl aq r E tw co.tt. Pa s =i > r s, rl- oh3C' .Ana H sbc ,lusty .<cc- r s,it=, or. Maryland Heights, MO 6304 Job Number: 19795 Ply. 1 SEQN 562234 1 T16 / HIPS i Gust: RR408 JRef. 1cy9a4080007 7413 - B IS Family) city. FROM CH DrwNo 074 18 1041 51254 Truss Label: A5 SN / DF 03115/2018 11"15 7' 1530' ----- --- --- 5, 10-1 8' 7' 5X6 3X4 6X6 C D E 12 -- ---- ------ Ti XVW6 F 1X A- ---------- - --------- - K J 33 H 4X6( A1) 2X4 7X8 7X8 4X 10 -4Xl0(G8) 30' - - ---- ------ ------ --- 111. 1 4'2*'8 6 9'*8 8 6'9"8 14" 4' 2"8 11' ig, 25 9"8 30' Loading Criteria Dsf) Wind Criteria Snow Criteria Pg,Pf,n Psi) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20,00 Wind Std: ASCE7-10 i roc R / U Rw Ph RL W Pg: NA Ct: NA CAT NA I PP Deflection in loc L/defl L/# TCDL: 7,00 Speed: 139 mph 11 Pf, NA Cc: NA VERT([-L): 0,185 D 999 240 1 L 1492 / 324 4.0 BOLL: 000 Enclosure: Closed Lrj: NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 1540 4.0 FCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,050 H - - i Wind reactions based on MWFRS EXP: B Des Ld: 3700 HORZ(TL): O 093 H Min Br g Width Reg = 1 8 Mean Height: 21 49 it NCBCLL: 10,00 Code I Misc Criteria Creep Factor: 2.0 F Min Br Width Reel = 3.6 Soffit 200 TCDL: 4.2 psf Bldg Code: `6C 2017 RES Max TC CSI: 0,773 Bearings L & F are a rigid surface - Soffit: 5.0 psf Load Duration: 1.25 `JWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BCCSI. 0,715 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max CSL 0,533 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FTfRT:20(0)/10(0) Chords Tens Como. Chords Tons. Conic GCpi: 0,18 Plate Typefs): -- 11111111 1 11 1-,,--, --- 11-1-- - - -1 I'll, I i Wind Duration : 1.60 WAVE VIEW Ver: 17,02,01A.1114 ,21 B - 1, 530 - 2708 D - E 652 -3690 C - D 563 -3042 E - F 964 -5816 Lumber Top Chord 2x4 SP #1 Dense :Tl 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bet chord 2x6 SP 412 :63 2x6 SP SS: Chords Tens.Comp, Chords Tons Cornp, Webs2x4SP #3:W6 2x4 SP #2 Cause: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP 43: 6 - K 2367 - 448 1 - H 3513 - 649 K - 1 2268 -477 H - F 5158 -840 Special Loads i - 1 3636 -740 Lumber Dur.Fac.=1 25 / Plate Dur,Fac.=l 25) TC: From 56 pit at -1 .33 to 56 pff at 25,73 TC: From 28 pit at 25.73 to 28 pit at 26,94 Maximum Web Forces Per Ply (Itas) TC: From 56 pit at 26,94 to 56 pit at 31,33 Webs Tens,CornD. Webs Tons, Comp, BC: From 4 off at -1 .33 to 4 pit at 0,00 BC: From 20 pit at 0,00 to 20 pit at 2573 C - 1 1023 -114 1 - E 579 -4 BC: From 10 pit at 25,73 to 10 off at 26.94 J - D 234 -787 E - H 2622 -305 BC: From 20 pit at 26.94 to 20 pif at 30,00 3C From 4 pit at 30,00 to 4 pit at 31.33 BC: 1813 in Conc.Load at 25,73 fAyr BC: 309 lb Conc. Load at 26,94 S M WindWind loads and reactions 1A fir basedonMWFRS, 648 17 rIATIE- OF 0 R 4 f, A, NAfll- 0O 2 ' S 03 16 201S WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building cComponentS8fetyInformation, by TPI and SBCA) or safety typractices prior to performing these functions. Installers shall provide temporary bracingperBSI. Unless noted othervase.top chord shall have properly attached structural sheathing and bottom chord shall have a progerly attacheracceiliny. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 37, or 10, asapplicabe. Apply ,,lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPIKIE Alpine, a division of Tcy BuddinACornponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ! 7 11717 truss in conformance with ANSI PI 1, or for handlinj shiptan?, installation and bracing of lrussesA seal on this drawing or cover spa e 13723 Riveiporl Drive ruplistingthisdrawoo, indicates accertance of ) essiona engineering responsibility solely for the design shown. The ability 0r Se anduseofthisrawingforanysructureisproresponsibilityoftheuildingDesignerperANSI/TPI I c 2. Suite 200 -le, 31 - F,,), no,i nw-,itioi, see flh,s ob S a eneraincire"', p",- CC Man 1.,dl 1, M0 6304 Job Number: 19795 Ply i r SEQN: 562231 t T10 HIPS Cust R408 JRef: 1W9a4080007 7413 - B (S.Family) 17413 - B (S.Family) -DAVID WEEKLY Qty. 1 FROM: CH , DrwNo: 074.18-1051 57500 Truss Label: A5A i KM t DF 03115/2018 11 1'''"`7 11•10"'3 '3` _ 29' 39', 5" 17 - 5 ,..3 a-r i 3Xa 12 C D i2 F F o 4X4{Csj M 4X4if.8r G I I z 4X10(c8j '3X5 - H0912 'H0912 i13X4=4X10(C8) - I 4 6 10'4 '3 5 15 4 1 17 6 10 a 4' 6,0 4 t1"T 18'2"5 23' 1 _.. 10' Loading Criteria lon Wind Criteria Snow Criteria iP9 Pf -, PSF) DefUCSI Criteria A Maximum Reactions (Ibs) TOLL: 20,00 Wind Sid: ASCE 7-10 PO: NA Ct NA CAT: NA PP Deflection in too L/defi Lr# Loe R ` U Rw r Rf1 RL ,' W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.275 D 999 240 B 2811 7 678 l - - ! 4.0 BOLL: 0.00 Enclosure: Closed I Lu: NA Cs: NA VERT(TL): 0.743 D 700 240 G 2511 i 678 1 - - 4.0 BCGL: 1000 Risk Category: 11 iSnow Duration: NA HORZ(LL): 0.069 1 - Wind reactions based on MWFRS EXIFMean B Des Ld HORZ TL37 (70 -- 0.12 B Min Brg' Width Reg = 3.3 Mean Height: 2149 it C G Min Br Width Re NCBC:LL, 10,00 Cade 1 Miso Criteria veep Factor 2.0 9 q = 3.3 TCDL: 4.2 psf Soffit : 200 BCDL: 5.0 psf Bidg Code: FBC 2017 RES Max TC CSI: E;.793 Bearings B & G are a rigid surface. Load Duration: 1.25 MVIdFRS Parallel Dist: 0 to h/2 _ I PI Sid: 2014 Max BC CSI: 0,604 Spacing 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes relax WMaxi eb CSI: 0 745 Maximum not listed have farces less than 375# Loc, from endwail: not in 4-50 ItFT%R' :20(0(i10(0) (Mm Top Chord Forces Per Ply Chards Tens amp Chords Tons, Coal GCe: 0,18 Plate Type(s): U• 1,`ind Duration: 1,60 VVAVE, HS VIEW Ver: 17,02 01A,l 11421 B - C 1337 -5610 E - F 1555 -6510 C - D 1567 - 6546 F - G 1337 - 5606 Lumber D - E 1566 -6544 Top chord 2x4 SP 41 Dense :T2 2x6 SP 92: Bot chord 2x6 SP SS Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp, Special Loads B - L 4962 - 1166 J - 1 4931 - 1167 Lumber DurFac.= 1.25 t Plate Dur.Fac.=1.25) L - K 4934 -1168 1 - G 4958 - 1166 TC: From 56 pit at -1.33 to 56 pit at 7.00 K - J 6566 -1980 TC: From 28 pif at 7.00 to 28 pit at 23-00 TC: From 56 pit at 23,00 to 56 pit at 31.33 BC: Front 4 pit at -1,33 to 4 pit at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 Of at ;-QO to 20 pit at 7-03 Webs Tens.Gomp. Webs Tens- Camp. BC: From 10 pit at 7,03 to 10 pit at 22,97 BC: From 20 pif at 22,97 to 20 pit at 30,00 L - C 641 0 E - J 307 676 BC: From 4 off at 30,00 to 4 pif at 31.33 C - K 1957 - 484 J - F 1906 - 474 TC, 384 to Conc. Load at 7.03,22.97 t€fit r D - K 303 -659 F - 1 626 0 TC: 169Ib Conc_ Load at 9-06,11,06,13,06,15,00 a 16. 94, 18.94,20,94 1 04 BC: 478 to Conc. Load at 7.03,22.97 BC: 1271b Conc. Load at 9-06,11-06,13-06,15.00 16 J4. 18,94,20.94 A Wind.' 648ar Mind loadsandreactionsbasedonMWFRS. pg F C g r';* ts. 2T r C t t 2 gg Y 03 j620 18 WARNING¢* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin4- handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI anti SE3CA) IUr sapety practices prior to performing these functions Installers shall provide temporal bracing per SCSI Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a pro leriy attache rigid veiling. Locations shown for permanent lateral rest slot of webs shall have brac(nd insTalled per BCSI sections B3, B7 or 10, as applicable App y plates to each face a truss and position as shown above and on the Joint Details, unless noted otherwise. Meter to drawings 160A Z `or standard plate positions. .14 L PI N Alpine a division of ITVV Buildin Components Group Inc. shall not be responsible for any deviation frorn this drawing.any failure to build the truss in conf©fmance with ANSli i PI 1, or for handling shipping, installatign and bracing of-trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listing thisdrawin , indicates acceptance of professronaE ap9meerm responsibility solely for the design shown. The suitability g,ite 150 and useofthisdrawingforanystructureistheresponsibilityofthe prici pricing Designerper ANSItTPI t Sec.2. For it x n:omialier see ins =otr s e-rerai es tar e a 1 tI rise wet tr s A PINc. www.al i , tw. o.rt. TPA vm• t _+ air: SBCA. —sbc n di ;try rani. Ct, Orlando FL. 32837 Job Number: 19795 Ply: 1 SEON: 562212 1 T29 t COMN.Cust RR408 JRef. IW9a408o007 7413 - B kS.Famdyl i Dry 3 FROM al DnxNo. 074.18.1041_55457 Truss Label: B1 SIN f DF 0311512018 r'S'4 2' 1 L' 11i 2" 1,, >3'. 6 V,2 _ —_ 05'4 4X4D x i d ex 5zr<a 2E h r H -,-iCf?At? 3X6(A 1) ?X4 '. oX3 i • t" 't 0" b' ) 1 J" 9,10" 15"0" 25 S Loading Criteria osF Wind Criteria Snow Criteria ,Pg rF ir PSF Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL_ 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Collection in Ioc I-M&I L # L oc R U Rw 1 Rh t RL i W TGDL: 7,00 Speed: 139 mph Pf: NA Cc: NA VER T (LL): 0.064 H 999 240 B 1099 r` 126 i 555 1 - t 147 t 4.0 SCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.166 H 999 240 F 1013 t 107 11497 t - t - 7 - BCDL: 10.00 Risk Category` II Snow Duration: NA HORZ(LLF 0.027 G - - Wind reactions based on MWFRS EXP B Des Ld 37.00 — -- - HORZ(TL): 0.048 G B Min Bug Width Rep = 1.5 Mean Height: 22.95 t Code 1 Mist; Criteria CreepFactor: 2.0 F Min Brg W€dth Reg = - SoffitNCBL. 1 , 00 TCDL 4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSC 0.386 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.748 Spacing: 24.0 " Re Factors Used: Yes Max Web CSI: 0.193 Members not listed have forces Tess than 375# C& C Dist a: 3 00 if p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FTlRT:20(0)I10(0) i Chords Tens.Gomp_ Chards Ters. Comp_ GCpi: 0.18 Plate Type(s): - "— jWind Duratiow1.60 WAVE VIEW Ver17.0201A1114,21 6 - C 408-1746 D -E 398 -1485 Lumber C - D 375 -1476 E - F 430 - 1759 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Maximum dot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens Comp, Chords Tens_ Comp B - H 1504 - 3,08 G - F 1520 - 312 1 Hangers 1 Ties N - G 1041 - E44 J) Hanger Support Required, by others Loading Maximum Web Forces Per Ply (Ibs) Webs Tens Comp_ Webs Tens. Comp Truss passed check for 20 psf additional bottom - -- - - chord live load in areas with 42"-high x 24"-wide H - D 488 -94 D - G 505 - 104 clearance. Wind Wind loads based on MWFRS with additional C&C member design. tta7x u a 4 • ; ) #r p 01 16;'0IX WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatlnq, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI and SBCA) for so shipping, practicesprior to performing these functions Installers shall provide temporauV bracin per BCSI. Unless noted a herwise.top chord shall have properly attached structural sheathingq and bonon) 4hord shall have a propgerly attacherigqidcedingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 sections 33. B7, or t 10, as applicablo Apply fates to each face oP inuss and position as shown above and on the Join Details. unless noted othetevise. Refer to drawings 16OA-Z for s andard plate positions. ALPINE Alpine, a division of ITW Buildind,Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,n „nor„ truss in conformance with RNSli I PI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page _ , 3723 Riveuoort Drive listing this drawing, indicates acceptance of prd essronat enginearin responsibility solely for the design shown. The suitability Suite 200 anduseofthisctrawFngforanystructureistheresponsibilityoftheUildmgDesignerperANSI/TPI 1 See.2 For no,e ilf('nllat!011weir ol) s 1 otPs,11 —, ---1—. ALPN_ w .va rr R -.,rn. TPi xwwtnu_rc. BC,A w.vvssbun:,is; wr =CG .wrw ccsafcan Maryland Heights. MO6304' Job Number: 19795 Ply 1 SEON 562213 t TI i SPEC Cust RR408 JRef 1'VV9a4080007 7413 - B (S Fafn,lyi Qty. I FROM CH DrwNo 074.18. 1041 56816 Truss Label: BlA 1 SN i DF 03/1512018 12'10" 19'2" 12 25'3" 64"12 6"1"12 D 12 6 v 2 ,1 1x'1 B A H G 3XII, X XI,A I) Loading Criteria ,psf, Wind Criteria Snow Criteria rPg of PSF Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20,00 Wind Sod: ASCE 7-10 Pg: NA Ct: NA CAT: NA1 PP Deflection in loc —'defl L;# Loc, R J i Rw Rh i RL 1W TCDL: 700 Speed: 139 ruph Pf NA Ce: NA VERT(LL): 0.056 1-1 999 240 6 1054 1 126 /554 I /147 4.0 BCLL: 0,00 Enclosure: Closed Lij: NA Cs: NA i VERT(TL): 0.154 H 999 240 I F 968 f 107 497 4L0 BCDL: 10,00 Risk Category: If Show Duration: NA HORZ(LL): 0.024 G - - Wind reactions based on MWFRS EXP: B 1DesLd: 37,00 1 HORZ(TL)i 0.045 G B Min Erg Width Reg = 1,5 Mean Height, 22,95 If Code / Mise Criteria Creep Factor: 2.0 F Min 6rg Width Real = 1.5 NCBCLL: 10,00 TCDL: 4.2 psf Bearings B & F are a ngid su face - Soffit: 2,00 BCDL: 5,0 psf Bldg Code, `BC 2017 RES Max TC CSk 0,387 Load Duration: 1.25 MA,-RS Parallel Dist: h/2 to h TPI Srd 2014 Max BC CSI: 0,743 Members not listed have forces less than 375# Spacing: 24,0 C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.172 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: noon 9.00 of FT/RT.20(0)./10(10) Chords Tens Comp. Chords Tons, Come, GCpi: 0, 18 Plate Type(s): Win I d Duration. 1,60 WAVE VIEW Ver17,02.01A.1114 21 B-C 407 -1641 D - E 396 -1377 Lumber C - D 375 - 1370 E - F 429 -1651 Top chord 2x4 SP #2 Dense, Brat chord 2x4 SP #2 Douse Maximum Bot Chord Forces Per Ply (Ibs) Woes 2x4 SP #3 Chords Tens Comp _ Chord, Tons, Coma, B - H 1412 -308 G - F 1424 -310 Wind H-G 967 -143 Wind loads based on MWFRS with additional C&C rnernber design, Maximum Web Forces Per Ply (Ibs) Webs Tens,Cornp, Webs Tons, Comp H - D 446 -95 D G 450 -103 0 4-, 41 66646 as TAI s vAl y' v Axe V ' X' 41 -N YcUy), I it s oc,, UNNL ;to27031 16 20 18 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reaure extreme care in fatincatin liaiidlirip.sliippilig.tilst illirigaiidbiacirig. Refer to arid follow the latest onition of SCSI lBuidino ComponentSafetyinformation, by TPI an ,q SBCA) cr safety practices prior to performing these functions. Installers shall provide pora r bracingperBMUnlessriotedotherwise.top choM shall have property attached structural sheathing and bottom ,fiord hat have 'a'arog(Ay attachedrigidtionsshownforfp(r3iri Inarrent lateral restraint of webs shall have bracinp installed per BC, I sections B3. 67, or 10. asapplicable. A y Loca ppV '0ates to each face o .Is and position as shown above and or, the Join Details, unless rioted otherwise, Refer to drawings 160A-Z for 's standardplate positions. ALPINE Alpine, a division of ITW Buidin4Componerrts Group Inc. shall not be responsible for any deviation from this drawinri,any failure to build the truss in conformance with ANSI, PI 1, or for handlinj shipisiny, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawin, indicates acceptance of Are essiona le" inftrind.res responsibilitysolely for the design shown. The suitability g,. ,a ildine"Derigner per ANSI/TPI 1 Sec.2. Suite 200 anduseofthisdrawingoranystructureiseresponsibilitygMaryland Heights, DO 6304' Job Number: 19795 Ply: 1 SEQN: 562214 i T18 ?HIPS i Cust RR408 JRet: 1r11•'9a41180007 7413 - B (S.Family) I Qty. 1 FROM CH UwNo: 074. 18. 1041.58441 Truss Label: B2 SN ? DF 03115t2018 2`47 5'2"2 1' 14'8" 92'12 8` m.., ____. .....---.... _ ____. _._.. ..a,q.---..__ _..._— .._._..._.. ._.7 2,47 2.9'1' S,y .4 3.8.. 4 012 b 5"4 4x« -=4x4 D E 12 3 X4 XI A K v M L K _J Q r 6X6(A2i 3X4t_ f 112X4 4X6 3X4(A1 I t.. j 2 4"7 5 2"9 6,9 `8 10"4 _ 0 4 1141. 24"7 77' 192"12 258" Loading Criteria .psi? Wind Criteria Snow Criteria Pg 'f n PSF Defl(CSI Criteria A Maximum Reactions (Ibs) TCLL. 20,00 Wind Std ASCE 7-10 Pg: NA CL NA CATNA, PP Deflection in Inc Lidefl Li# Loc R t U Rw r Rh t RL ' xb' TCDL: 7.00 Speed: 139 mph Pf: NA Cc: NA VERT(LL). 0.246 C 999 240 A 975 ! 107 i 510 135 i 4.0 BOLL: 0,00 Enclosure_ Closed Lu NA Cs: NA VERT(TL): 0,676 C 655 240 G 1047 7 127 1 556 , - L0 BCDI : 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.155 I - Wind reactions based on MWFRS Des Ld 37,00 EXP: B - ---- - HORZ(TL): 0,290 1 A Min Brg fi dth Req = 15 Mean Height: 22.49 ft Code ! Misc Criteria Creep Factor: 2.0 G Min Brg Width Reg = 1.5 Nffit: 1 00 TCDL: 4 2 psf Bearings A & G are a rigid surface. Soffit: 290 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: Q783 aad Duration: 25 MWFRS Parallel gist: h,12 to h TPI Std: 2014 Max BC CSI: 0.730 tSpacin : 24 0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Wet) CSI: 0,549 Members nforces listed have .urees less than 375# g .Maximum Top Chord Farces Per Ply (Ibs) Loa from endwall: notin 9.00 ft FTrRT?0(0 10;0? !Chords Fens.Comp. Chords Tens. Comp, GCpi 0,18 Plate Type(s): - - - — - -- Wind Duration: 1. 60 WAVE VIEW Ver 1 7.02 01A 1114 21 A - B 158 -425 D - E 439 -1354 B - C 691 - 2639 E - F 443 -1559 Lumber C - D 543 - 2022 F - G 437 -1665 Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: For chord 2x4 SP #2 Dense Webs 2x4 SP 43 Maximum E3ot Chord Forces Per Ply (Ibs) Chords Tens.Cornp. Chords Tens. Comp, Wind B - M 2644 -603 G 1425 -315 Wind loads based on MWFRS with additional C&C M -J 1314 -233 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ D1ebs Tens. Con -lip, C - M 332 - 1066 J - E 473 -107 M - D 698 - 144 J - t 1442 - 314 e hKV 1 f T Ir 0 16 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin 7, handlin , shipping, instailing and bracinq. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byY TPI and SBCA) r sarety practices prior to performing these functions Installers shall provide temposrYY bracin er BCSL Unless noted otherwise,top chord shall have property attached structural sheathhinq and bottorn chord shall have a progeny attachd rigqitl ceiling. Locations spawn for permanent lateral restraint of webs shall have bracing installed per BCSL sections B3. B7 or E 10, as applicable. Apply pplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. NE Alpine, a division ofITWBriildinComponentsGroupInc. shall not be responsible for any deviation from this drawing,any failure to build the truss n conformance with ANSIrl P! 1. or for handlinI shipping, installation and bracing of_trussesA seal on this drawing or cover pace , _ 13723 Riverpo l Drove listing this drawing indicates acceptance of protessronal engineering responsibility solely for the design shown. The suitability and use of thisdrawingforanystructureistheresponsibilityofthewldrngDesignerperANSI/TPI 1 Sec.2 Suite 200 Far more !nf9mtat pn see =-his mob s general ?tes page i (t tx wcb sites. ALPINE. ww'w.a e t vcom: F'I. mu,v 1pinstorq: SBCA. wwwstY(ind sb c-um. ACC. www (tsateor< Maryland Freights, MO 6304 Job Number: 19795 Ply- 1 SEQN:562215 t 12 t NIPS Cust:RR408 JRef: 1W9a4080007 7413 - B (S.Family) '= Gty. 1 : FROM: CH s D?wNo. 074.18.1041-54129 Truss Label: 63 SN r DF 03/15/2011 447 5'1 168.... __._ 202' 25'4" 2 4" 7 -, 8"9 3,11 "— TS" 3'6" 5,6„ dX3 4X6 D E a 3 -3 r B A D NBiF K J G 4X6 3X4(A1) Z'4"r 6'7"9 4'9" .7"12 3`9"8 ate.. 5.6„ V- t" 81 .o. .........._ L4, r 9' 13•8. :.1s"122,0"12 202., q. ......... ....... _.-. _,.... ..>. 5.8„ Loading Criteria 'psf) hind Criteria Snow Criteria Fg PE n FSF DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAL NA; PP Deflection in loc I -!deft L=# Loc R U , Rw t Rh r RL t W TCDL_ 7,00 I Speed: 139 mph Pt: NA Ce. NA VERT(LL): 0.254 C 999 240 A 975 ,_` 109 115 t 4.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.697 C 635 2,10 G 1047 # 129 1555 !- /- 14,0 Risk Category 11 Straw NA HORZ 0 - Lt 163- inreactions based on h1Fv`FRS EXP: P Des Ld 37, 00 — HCRZ(T L_I- 0,305 1 A g 4Nldth Reg 1.5 NC3C1_L. 10 OQ Code /MEsDt on Mean Height 21- 99 t Criteria Creep Factor. 2.0 TCDL: 4.2 List Min Brg Width Red = 1.5 Soffit: 2.00 gCpL; 6.0 par j Bldg Code: FBC 2017 RES I Max TC GSI: 0.782 i Bearin s A & G are a rigid surface. 9 g LoadDuration: 1. 25 MbVFRS Parallel Dist: hI2 to h TPI Std 2014 Max BC CSI: 0-751 Members not (fisted have ones less than 375# i Re Factors Used: Yes Max Web CSi: 0-555 Spacing: 249 " C&C Dist a 3.G0 .t p Maximum Top Chord Forces Per Ply (Ibs) Loa from endwail: not in 9,00 if FT,'RT'20(Ol?10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0,18 Plate Type(s): Wind Duration: 1. 60 WAVE VIEVV Ver: 17.02.01A.1 11421 A - B 163 -425 D - E 511 - 1642 Lumber B - C 691 - 2566 E - F 526 - 1838 C - D 509 - 1819 F - G 463 - 1688 Top chord 2x4 SP # 2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP # 2 Dense SJebs 2x4 SP 93 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp, Plating Notes B - O 2557 -596 J 1568 305 All plates are 2X4 except as noted. O - L 1591 -317 G 1448 -344 Wind Wind loads based on Mb `FRS with additional C&C Maximum web Forces Per Ply (Ibs) Webs Tens Comp- Webs Tens Camp member design_ Laterally braceBCabove filler a> 24" O.C. (or as designed) C - C 308 - 1035 J - E 502 -69 Including a brace on BC directly above both ends of filler D - O 491 -59 J - 145T38 8 if no rigid diaphragmexists at that pant). A" v e ate) 3q o s" ` / Gi t .'A f) fi5Aaiat80&Sfl 05 0310 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAbVING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in ftabricatin . handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSi {Building Component Safety Information, byY TPI SBCA) for to these functions. Installers shall temporary and safety practices prior performingprovidebracingperBCSI. Unless noted otherwise.top chord shall have properly attached structural sheathin,l and bottom chord shall attached rigid ceiling. Locat€ensshownfarpermanentlateralrestraintofwebsshaEihavebracinginstalledperBCSIsectionshaveaproperly33, B7. or E 10, as applicab e Apply pplates to each face a, truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A Z for stand4rd plate positions. ALPINE Alpine, a division of 1 T'A' Buildingcst Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ti truss in conformance with ,ANSI, TPI 1, or for hanchri j shipping, installation and bracing of,trussesA seal on this drawing or cover page , _ 3723 Riverpo Drive listing this drawing, indicates acceptance of Oprd ess+onat engineering responsrbilrty solely for the design shown. The suitability for 1 Sec.2 Suite200anduseof this drawinganystructureIsttieresponsibilityoftheEiuildmgDesignerperANSIITPIPara , fu :r. to . see than , 7.neral rotes pane a lit ase "A)_des. ALPINE ay.,v al a (v eom: P vwvw!p isl orq: SBCk ww>u sbc .uslr Ma land !-lei hts, MO 63042 o m. ICC. .n°uwa <SafA.orJ g Job Number: 19795 Ply. 1 7413 - B (S Family) I Cry I Truss Label: B4 2'47 5"' 9, 8 12'4" 14 5`12 247 2'8'*9 47' 2'8" 21 '12 4X41 -) SEQN 562216 1 1-8 / SPEC I Cust RR408 JRef 11,,yea4080007 FROM Cl I DrwNo 074 18 1041 59566 Sal / DF 03115,'2018 188' 4'2'*4 25'3" 7' r 258' 2'47 7'3`9 7,3`3 2'47 9'8" 8,4"8 25 8" Loading Criteria DsP Wind Criteria Snow Criteria r`q,Pf;- PSF' Deft/CSI Criteria A Maximum Reactions (Ins) TOLL: 2000 Wind Bid: ASCE 7-10 Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L,# Loo R /U ----/Rw /Rh I RI W TCDL: 7,00 Speed: 139 men Pf: NA Ce: NA VERT(LL): 0,275 C 999 240 A 975 / 208 504 121 i 4L0 6CLL: 0 00 Enclosure: Closed LU: NA Cs: NA VERT(TL): 0.753 C 588 240 H 1047 /240 549 3CDL: 1000 Risk Category' 11 Snow Duration: NA HORZ(LL)i 0.174 J - - iWind reactions based on %IWFRS Des Ld: 3700 EXP: B HORZ(TL): 0.326 J A Min Brg Width Rea = 1 5 NCBCLL, 10,00 Mean Height: 22,16 ft Code / Misc Criteria Creep Factor: 2,0 H Min6rgWidthRea -- 1.5 Soffit: 2, 00 TCDL, 4, 2 psf Bldg Code: FBC 2017 RES laxTCCSl: 0,783 Bearings A & H area rigid surface. Load Duration: 1,25 BCDL: 5. 0 psf BIWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,760 Members riot listed have forces less than 375# Spacing: 24. 0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 569 Maximum Top Chord Forces Per Ply Iles) Loc. from endwall: not in 9.00 If FTIRT:20(0)/10(0) Chords Tens Comp. Chords Tens. Corrits. GCpi: 0, 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver, IT02D1X1 114.21 A - B 185 -425 E - F 742 -2442 B - C 748 -2607 F-G 736 -2418 Lumber C - D " - 1718 G - H 482 -1628 Top chord 2x4 SP i12 Dense T1 2x6 SP SS, D-E 515 -1669 Bot chord 2x4 So #2 Dense Webs 2x4 SP 43 Maximum dot Chord Forces Per Ply (Ibs) Wind Chords Tens ,Conip. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C 6 - N 2603 -627 j H 1384 -343 member design N - K 2400 - 595 Maximum Web Forces Per Ply (Ins) Vebs Tens Comp Webs Tens Comp. C - N 369 -1182 K - J 1360 -332 D - N 1252 -348 K - G 1215 -320 N - E 432 -1272 00,11, 4, AT E y y t- O 278 03 16 20IX WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS fNCLJD!NG THE INSTALLERS require extreme care in fabricatin handling shipping, installing and bracing. Refer to and follow the latest edition ofBCSI (Building rent Safetyinformation. by TPI an'ISBCA) or sa ety practices prior to performing these functions. Installers shall provide trehiporaY FOSI, Unless noted otherwee,rop chord shall have properly attached structural sheathin and bottom -hard shall have a droEerly finy. Locationsshownforpermanentlateralrestraintofwebsshallhavebracingins, affect per BCSI sections 61. B7, or 10. Cr5 ,,I,testoeach fzaco trussand position as shown above and on the Join Details, unless noted otherwise. Refer to 160A-Zpfpr'ysstandardplatepositions. 04j ILPINE a divisionofITWBuildin4CornponentsGroupInc, shall riot be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/ PI 1, of for handling, shijspin(t, installation and bracing of trussesA or on this drawing or cover utpe 13723 Riverport Drive this drawingindicates acceptance of professional engineering responsibility solely or the design shown. The sui ability r hill Suite200e of thisawingforanystructureisaresponsibilityoftheuildingDesignerperANSVTPIISec.2. nf,--tlon ", Ir",, ohfio.c,snx,('-Ind V,ese '4eb,,WS ALPtNE TP' — rimstorq SBCA — St)(Kvrly co, Icc —oafe oii Maryland Heights. MO 6304 Job Number: 19795 Ply- 1 SFON: 562232 i T21 SPEC Cust R408 JRef tW9a4080007 7413 B (S.f=annly)'7413 B (S.Familyi DAVIDWEEKLY Cry. 1 FROM CH Drwlao- 07418105200213 Truss Label: B5 KM i DF 03/152018 q 2'T' 7 `,; 2"5 9r - 1r3.i.. 2r„3,. 4X6 i) r- tr 6 a C, Tl VS 1 3 w , 4 it y u.. 1+0912 < 32 r T X6 13XA X1e 1X6U11; L' 4" 7 2`4"5 _! 5.,4 41.. 4.2.,4 t 5`•..12 3,4 I— b'L 9 i 6" t-i 18<," 4 2@`r<-1 iX Fs" p rC Loading Criteria p, a Wind Criteria Snow Criteria Pg Pt n r,Sr' Defl/CSi Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA, PP Deflection 9n toe L,'defl Lf# Loc R f U Rw .1 Rh 1 RL t iPJ TCDL: 7,00 Speed: 139 mph I Enclosure: Closed Pf: NA Ce: NA VERT LL : 0.517 N 585 240 A 1185 r 268 ! - i- t 4.0 BCLL: 0-QO Lu: NA Cs: NA VERT(TL). 1.410 N 313 240 H 1777 ! 410 4.0 BCDL 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.262 J - - Wind reactions based on MWFRS EXP: B Des Ld: 37 00 HC RZrT L): 0,489 J A Min Br_ Width Re g g= 17 Mean Height: 22, 16 If NCBCL'L 10. 00 TCDL. 4.2 psi Code I Misc Criteria Creep Factor: 2.0 H Min Brg Width Reg = 2.1 Soffit:: 2.00 BCDL: 5.0 psf t7 RES Max TC CS 633 Bldg Code: FBC20CQ4BearingsA3 Hare a rigid surface. g Load Duration: 1.25 M'IJFRS Parallel Dist: 0 to h12 TPI Sid: 2014 Max BC CSI: 0-860 riot listed have forces less than 375# Spacing: 24.0 " C& C Dist a: 3.00 if Rep Factors Used: Yes Max Web CSI: 0,727 Maximo Maximum Top Chord ForcesPer Ply (Ibs) Loc, from endwafl: notin4.50 it FTIRT:2Q 0)t10(0) Chords Tens Comp Chords Tens Comp GCpr 018 Plate Type( s): WindDuration: 1.60 WAVE, HS VIEW Ver:17-02.01A.111421 A -B 117 -519 E -F 1430 -6419 Lumber B - C 706 - 3095 F - G 766 - 352, C - D 5,10 - 23, 55 G - H 738 - 3.C4 Top chord 2x4 SP #2 Dense .T1 2x6 SP SS: D - E 535 - 233 1 T4 2x4 SP #1 Dense: Bot chord 2x6 SP SS : 62 2x6 SP #2: Webs 2x4 SP #3 :W4, W6. W7 2x4 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) W 5 2x4 SP #1 Dense: Chords Tens.Como. Chords Tens. Camp. Bracing B - P 3181 - 722 K - J 2961 - 637 j (aj Continuous lateral restraint equally spaced on P - O 3129 - 704 J - H 2930 - 635 member. O - L 65E36 - 1471 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=t.25 t Plate Du€-Fac.=1.25) Webs Tens Comp Webs Tens Comp TC: From 56 pit at 0,00 to 56 pit at 19,40 C - 0 259 -1133 L - K 3384 - 739 TO From 28 pit at 19.40 to 28 pit at 20,67 TC: From 56 pit at 20,67 to 56 pit at 27,00 mofi-10%, D - O 1764 -321 F - K 308 -1163 BC: From 20 pit at 0.00 to 20 pit at 19,40 10 y T O - E 1061 -4751K - G 816 -189 L - P 2996 - 684 J - G 529 - 23 BC: From pit at 19.40 to 10 pit at 20,64 BC: From 20 pit at 20.64 to 20 pit at 25.67 mx , . BC: From 4 pit at 25.67 to 4 pit at 27.00 vo TC: 194 lb Colic, Loadat20.64 lb Conc. 19.40 BC: 579 Load at BC: 214 in Conc. Load at 20.64 68 x Wind Wind loads and reactions based on MWFRS. Additional Notes T FEE j ;; 1) 2x6x5 8-3 r SP SS Top chord scab centered x 2-8-7 from left end. Attach to one tace of chord with raj C$* "p i (3) rows of 0. 128'x3", min. halls 6" oc staggered 3 F A r. 7 c as rtis 'cag t 10 0 ( 6/20l WARNING," READ AND FOLLOW ALL NOTES ON THIS DRA'OJING.l IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatln _ handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information, byy TPIantSECAjforsafetypracticespriortoperformingthesefunctionsInstallersshallprovideterntoryBCSIbracingperUnlessnoted othewise,top chord shall have; ;xclperly attached stnx;tural sheathing and bottom chord shall have a properly attache ngid ce(linq. LocpionsshownforpermanentlateralrestraintofwebsshallhavebraclninsailedperBCSIsectionsB3. 67, or 510, as applicable_ Appty to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Oates drawings 160A-Z forsPandardplatepositions. Alpine. a division of ITV" J Building Cornponents Group Inc- shall not be responsible for any deviation from this drawing,any failure to build the ",>ti;,. truss in conformance ANSIr Pi 1, for handlinct' installation bracing trussesA this drawing with or shippfn<7, andof, seal on or listing this drawing, indicates acceFtance of W) essronap engineering responsibility solely for the design shown. the engineering and use ofthisctrawmgforanystructureistheresponsibilityDesignerANSIITPi1Sec2coverpae - . 2400 Lake Orange e Dr - The suitability 2400 iak 3ofperForne rto mra r n c. rnrs t a 3t.n at its a E sr r. .hs_ -. t2 tEs '<L +NE ;r,+rw at ufw ,!1 , 1 PI xww t,^r .t.0 - SBC 1 w , sU'a id=i t f t;anr. CC —.cr rfe ;rq Orlando FI_, 32837 Job Number: 19795 ! Ply. 1 r SEQN: 562217 1 F14 ,' COMN,. Cost RR408 JRef: 1 WW4080007 7413 - B (S-Family) i Qty: 1 = FROM CH , DrwNo. 07.4. 18. 1041.54644 Truss Label: 36 ` SN t of 03r'15t2018 2'4"7 5,,,„ 9,8" '4'3" 2 X7 2 B' 9 — 4'7" — 47. t 1 t 4 1 3,1,,12 D t2 - 6 - @\ X& SRS? r 3X4 I C i'1 r ( 1 D A K I 3X"-(B', 3Xs 1 It t x^0 H 3X4(A1) 1112X4 =3X6 Z-17 T3"9 47' 1'11"4 . Y! 12 ZT7 9'8" 143,. 167.4 19 Loading Criteria psf) Wind Criteria Snow Criteria .Pg Pf n PsF, Defl/CSI Criteria Maximum Reactions (Ibs) TGLL. 20.00 1 Wind SM: ASCE 7-10 Pg: NA Ct: NA CAT: NAB PP Deflection in loc Lrdefl L/# Lac R U Rw Rh f RL =` W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA I VERT(LL): 0.176 C 999 240 , A 739 1 159 1 384 ,' 104 i 4.0 BOLL: 0,00 1 Enclosure: Closed I Lu: NA Cs: NA f VERT{TL): 0,489 C 681 240 G 723 f 159 f 372 f - 11 Show Des Ld a 40 _ EXP: B H, 00 Risk eight: Cade Duration: Crit NA CCRp Factor 2?0 M I Wind reactions based on 11.5EXP:B HORZ(TL . 0,237 H N9in Brg Width Req = 1.5 NCBCLL. 10,00 TCDf_: 4 2 sf Min Brg'Width Reg p BldgCode: FBC 2017 RES Max TO CSI: 0,565 Bearing A is a rigid surface. Soft: 2.00 BCDL: 6.0 psf Load Duration. 1,25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.693 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a 3,00 It Rep Factors Used: Yes Max Web CSI: 0,431 Maximum Top Chord Forces Per Ply (Ibs} Loc- from endwail: not (n 4.50 if FTtRT20(0),t10(0) Chords Tens Comp Chords Tens. Comp GCpi:0.18 Plate Types) Wind Duration: 1-60 = WAVE VIEW Ver. 17.02 01A 1114 21 B - C 483 -1798 E - F 5-13 - 2087 C-D 300 -1087 F-G — — 349 -127 Lumber D - E 299 -1079 Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bat chord 2x4 SP 92 Dense Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. Hangers 1 Ties B- L 1801 4Cif) H- G 1107 270 J) Hanger Support Required, by others L - 1 1869 418 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MW FRS with additional C&C Webs Tens.Comp Webs Tens. Comp. member design. — C - L 307 - 927 1 - H 1215 - 247 D -L 649 -132 1 - F 793 -180 L - E 295 - 1000 H - F 170 - 635 E - 1 592 - (35 tft6a42Fg S 1 4 six a. r r .r v sx`rr"$ara tr WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI an SBCA) or safety practices prior to performing these functions, installers shall provide tempera ybracingRerml, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propps y attached n4id ceilingq- Locations sklown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10, as applicable. Appty plates to each face of truss and position as shown above and on the JoinC Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,, a division of ITW Buildinq Cornponents Group In(- shall not be responsible for any deviation from this drawing,any failure to build the ,,, ,,,1,; truss n conformance with ANSI, PI 1.. or for handling shipping, installation and bracing of.tiussesA seal on this drawing or cover pag e . _ 13723 Riverpon Drive listing this drawingc indicaW acceftance of protes€ono( engineering responsibility solely for the design shown. The suitab€Iity Suite 200anduseofthisdrawingforanystructureistheresponsibilityofthet3u€Iding Designer per AN$IlTPf 1 Sec.2 Po; r-u nforrran see tMs n s r rai »tc s -)are + d lir=se m 1, c=tes ALP NE ry ap < tw caR. rr .^n ip. rs arq. S3C' sUc. r9 stry , nr iGG +rm,= c ,f aret Maryland Heights, MO 63041 Job Number: 19795 Ply. 1 ' SEON: 562218 i T13 ? COMN'. Cust RR408 JRef. IW9a4080007 7413 - B (S.Family} Qty: 1 FROM CH DrwNo: 074.1t3-1041.5917@ Truss Label: B7 - SN DF 0305r2018 i 5 5 8 13 10 17 ......... 10 4" 4X4D i c 1 1< 2X,t-2x4 6 C \E t_ B G 3X4{A' i 3X4{Ai 5X6 1- 19,1..-......_.. .-._._._ ......... _.___ 9.8,. 191411_ - Loading Criteria ,osf) Wind Criteria Snow Criteria ; ..g,Pf n ^s-De€61CSI Criteria A Maximum Reactions (Ibs) TCE,L 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc -Viefl L1# Lac R U / Rw ,` Rh `RI. t VJ TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.031 G 999 240 B 816 i 186 l 434 I - 115 f 4.0 BC, L: 0,00 EnCIOsure: Closed Eu: NA Cs: NA ' VERT(TL): 0,084 G 999 240 F 727 f 155 ; 375 BCDL: 0.00 Risk Category (I Snow Duration: NA HORZ(LL): 0.014 G - - '= Wind reactions based on MWFRS 7 EXP: B HORZ TL) 0,026 G B Min Brg','V;dth Re - 1.5 DesC 37 0G... f lean Height: 22.16 t — — — r F :Vain Br Width Reed - NCBCLL- 10.00 TCDL: 4? psi Cade t Mise Criteria Creep F actor: 2.0 9 • 1 = Soffit: 2,00 TCDL: 5.0 Met Bldg Code: FBC 2017 RES Max TC CSI: 0,310 Bearing B is a rigid surface. psf Load Duration: 1-25 MW FRS Parallel Dist: 0 to ht2 TPI Sid: 2014 Max BC CSI: 0,839 yr Re Factors Used Yes Max \Neb CSI: 0.209 Members not listed have forces less than 375 Spacing. -. 0 " C&G pint a: 3.00 ft p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FTtRT,20(0)110(0) Chords Tens.Cornp. Chords Tens. Comp. GCpi: 0-18 Plate Type(s) _ Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1114 21 B - C 586 - 1167 D - E 504 -894 C - D 480 - 892 n - F 6 1. Lumber -- t - a177 Top chord 2x4 SP #2 Dense But chord 2x4 SP '#2 Dense Maximum Dot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens Cornp Chords Tens Comp Hangers t Ties B - G 995 -455 G - F 1010 -454 J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Wind Webs fens Cornp. Wind loads based on MW FRS with additional C&C D - G 549 - 244 member design. ge$ k`^ fy a r4„ V E) _ x r.F7so t ssextxa WARNINCs*" READ ANC} FOLL0U'1 ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRA4NING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses leguire extreme care in fabricatin handlingq, shipping installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component SafetyInfcxGaaation. byy TPI and SBCAj tbt sa shipping, practicespriorto performing these functions, Installers shall provide tenaoorary bracing aer BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathirs and bottom chord shall have a pro >erly attachib rigqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections 6 3, B7 or 10, as applicable. Apply plates to each face of russ and position as shown above and on the Joinf Details, unless noted otherwise, Refer to drawings 160A- Z for standard plate positions. INAE 1044Alpine, adivisionofITR/ Buildingq Components Group Inc. shall .not be responsible for any deviation from this drawing.any failure to build the truss in conformance with .ANSI, PI 1 or for handling, shipping, installation and bracing of_trussesA seal on this drawing or cover page .. 3723 Riverport Drive listing thisdrawingindicatesaeeeg5taneeofproTTessiona( engineering responsibility solely Eor the design shown. The suitability and use of this drawing €or any structure is the raspansibiiity of the uddmg Designer per ANSitTPi 1 Sec.2 Suite 20© FGr >> E. n-;amiat) se., ih•s,e _.. EirF'a<e a u J.ty vc,t, S US ALP Nr ,vm=w alrr-tw.sn. TPI. ww^w t,instorr--. S6C« wwwsba dustw rpm. C,_. winx:usafe ;« Maryland Heights. MC36304 Job Number: 19795 Ply 1 _ SEON: 562219 t T15 ` GABL Cast RR408 JRe€. lW9a4080007 7413 B (S-Family) Div 1 FROM CH DrwNo. 074 18 1041 59191 Truss Label: B8 SN 1 DF 03r15/2018 TYP; r A_ 2Vl,A, 5X6 i 1 '4" --- 5J4" Loading Criteria prf; Wind Criteria Snow Criteria Pqf, Psr' DefUCSi Criteria A Maximum Reactions (Ibs), or *=Pt_F TCLL: 20,00 Wind Sid: ASCE 7-10 Pq: NA Ct: NA CAT. NA PP Deflection In loc Lldefl Lr# Loc R i U I Rw 1 Rh ! RL r W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.001 L 999 240 i B* 73 J 17 ? 36 ,` - 7 t 228 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.004 L 999 240 , J 237 152 144 i - 1 4.0 BCDL. 10 00 Risk Category II XP B Snow Duration: NA HORZ(LL): 0,001 L - Wind reactions based on 41'FRS Des Ld 3700 - HORZ(TL): 0,002 L B Min Bug Width Real - Mean Height: 22.16 ft Code f Misc Criteria Creep Factor 2.0 J Min Brg Width Real = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2,00 BCDL: 5.0 psi Bldg Code: FBC 2017 RES j Max TC CSI: 0.160 Load Duration. 1,25 %1WFRS Parallel Dist: 0 to hit TPI Std: 2014 Max BC CSL 0,077 Re Factors Used: Yes Max 4Yeb CSI. 0.050 Members not fisted have forces less than 375# Spacing: 24.0 " ; C&C Dist a: 3-00 ,t p Loc. from endwalC Any PTIRT:20(0)110(0) GCpi:0 18 Plate Type(s). _ W ind Duration: i 60 WAVE VIE1+1r` Ver: 17.02.01A,1114 21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. ttt8a wk SVJA gym' 3 4 `•q' (¢k ' s« x JJ t A # iC wF s* 03; I o '013 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S sfety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracin per B SI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom Nord shall have a progenyattachriggidcelind. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3. B 7. or 10, as applicable Apply Rlates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing.any failure to build the "r" truss in conformance with ANSI T( PI 1, or for handlin shippinc, installation and bracing of,trussesA seal on this drawing or cover page . , 13723 Riverport Drive listing this drawing, indicates acceptance of prd essional engineerinee t responsibility solely for the design shown The suitability Suite 200anduseofthisdrawingforanystructureistheresponsibilityoftheEtuildingDesignerperANSI/TPI 1 Saao.2 For mr,+e=rfomi,ih r,ue ttris ., s iG iera! noes >a e 3,d -less web saes. ALPINE. 4 ww ai , E tw :,om- Ti'i www 1 uutc r : SBCA. w vw.sbc i Justry r,C-m, !CC www ocsaie as Maryland He€ghts, 140 630A;. JobNumber: 19795 Ply. I $EON 562220 j T41 1 EJAC Cust RR408 JRef Iss9a4080007 7413 - B (S Family) Qn, 2 FROM Gli l DrwNo 074 18 1041 54894 Truss Label: EII3 So i OF 03, 1512018 12 6 to B 43 D 2X4(Al) 3' 14" 11 3' Loading Criteria pvf, Wind Criteria Snow Criteria lPg Pr n PSF, Defl/CSI Criteria A, Maximum Reactions (lbs) TCLL: 20,00 Wind Std: ASCE 7-10 i Pg NA CL NA CAT: NAi PP Deflection in Inc L/defl Ll# Loc R /U -/Rw /Rh =r RL W-- TCDL, 7.00 Speed: 139 mph Pf NA Ce: NA VERT(LL): NA B 222 143 t 141 /60 14,0 3CLL: 0.00 Enclosure. Closed LU NA Cs NA VERT(TL): NA 1 50 - /36 i - /1,5 Risk Category: 11 EXP B Snow Duration: NA HORZ(LL): 0,001 D C 59 27 120 /1,5 Des L d: 3700 Mean Height: 20,49 ft H0RZ(TL): 0 001 D Wind reactions based on MV/FRS Code / Misc Criteria Creep Factor 2,0 B Min Br Width Red 1,5 NCBCLL: 10,00 TCDL: T2 Issf 1 D Min Eing Width Reg = - Soffit: 2,00 BCDL. 5.0, psf Bldg Code: FBC 2017 RES Max TO CSI: 0225 klin Brol Width Rea = - Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 TP! Std: 2014 Max BC CSC: 0.068 Spacing: 24 0 C&C Dist a: 3.00 N Rep Factors Used: Yes Max Web CSI: 0,000 Sealing 6 is a rigid surface Loc, from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 3754 GCpi: 018 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02,01 A, 1114,21 Lumber Top chord 2x4 SP 42 Dense Bar chord 2x4 SP #2 Sense Wind Wind loads based on MWFRS with additional C&C member design. A\W i564 8Ju ray 2 y NAam 03 16 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW ING! IMPORTAi FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in rabricatiry handling, shipping, installing and bricing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation. ri TPI an SBCA) f r so cry practices prior to performing these functions. Installers shall provide temporary bracingyer 38SI. Unless noted o herw)se,top chord shall have property attached structural sheathing and bottom chord shall have a property atachib rad calling. Locations shown for permanent lateral restraintIll of webs snail have bracing Installed per BCS; sections 33. B7 or 10 as appficab q, Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 160A-Z for plate positions AAILPINEAlpine, a division a!' ITsc BLiddini+Cornoonents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rus,,,iii,-orifoiniaricewit[iANSli PI 1, or for handlinj shipping_ installation and bracing of trussesA seal on this drawing or cover p, listing this drawino, indicates acceptance of suitability r anginfeteonguresponsibility, solely for the design shown. The su . bility 1.3723 Riverpoh Drove and use of this hawing for any structure is e responsibility of h ilding Designer per ANSI/TPI I Sec.2. Suite 200 SBCA Maryland Heights, MO 6304' I Job N.,,b.,: 19795 Ply I SEQN 562221 I T17 I EJAC GUSt RR408 7 niJRef IVV9a,11181007 I" 7413 - B IS Fa,ly) Cry. I FROM CH DrwNo 074 18 1041 5r,6114Truss Label: EJ5 SN i DIF 03/1512018 B 12 A 2x4(Al) 5 5' Loading Criteria psrl Wind Criteria Snow Criteria Pg,Pfm PSF) Deft/CSI Criteria A, Maximum Reactions (Ins) TOLL: 2000 Wind Std: ASCE 7-10 Pg, NA Ct NA CAT, NA, PP Deflection in too Llzdefl L/# Loc R /U Rw / Ph r'RL I 'A' TCDL: 700 Speed: 139 mph Pf: NA Ce. NA s VERT(LL): NA A 195 t 18 113 1 i 72 /40 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERTfTL): NA C 91 - /62 /1 5 BCDL 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 C B 123 i 57 /51 1 5 EX: Des Ld: 37,00 MeaPnB ht 21 33 It HeiHORZ(TL). 0.010 CWind reactions based on WA(FIRS g NCBCLL: 10,00 Code I Misc Criteria Creep Factor: 2.0 A Min Brg Width Red 1,5 Soffit: 2,00 TCDI-: 4,2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.299 C Min Brg Width Reg BCDL: 5.0 psf B Min Brg Width Reg Load Duration: 1,25 MyVFRS Parallel Dist: 0 to h/2 TPI Slid, 2014 Max BC CSI: 0,234 Bearing A is a rigid surface Spacing: 24L0 C&C Dist a: 3.00 If Rep Factors Used: Yes Max Web CSI: 0.000 I Loc. from endwall: not in 4.50 1 FT/RT 20(0h 10(0) Members not listed have forces less than 375# GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17,02,01A.1 114,21 i Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MVVFRS with additional C&C member design 100 4, 0 5TAT, E sv le 61" nN 9Ae'a, U 03620ISWARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care itifEibricatin handling shipping, installing arid bracing. Refer to and follow the latest edition ofBCSI (,Building Component Sefety Information, lb 0 ornIanSBCA) 'r safety practicespriortoperfon-ning these bluCt[011S. Installers shall provide temporary bracing B Si.SI. Unless rioted a herwise,topchord shall have properly attached structural sheathing arid bottom chord shall have a progeny I ate;al restraint Of webs shall have bracinip ins ailed per BCSI sections B3. BT or 10, dach6l rad ceiliny. Locations shown forpermanent1, a s applicable e, Apply (datestoeachfaceoftrussaridpositionasshownabovearidonthe Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A ALRINE Alpine, a division of IT1,N Buddrn4,Components Group Inc. shall not be responsible for any deviation from this draoung.any failure to build the truss in conformance with ANSI PI1, or for riandlinq, shippiny. installation arid bracing of IrussesA seal on this drawing or cover pa ,pe 13723 Riverport Drive listing thisdrawino, indicates acceptance of gro essiona, rigmeering responsibility solely for the design shown. The suitability e I and use of thisrawing foranystructureiseresponsibilityoftheWhilingDesignerperANSltTPI 1 Sec.2. Suite 200 Fc, no-0m,mitior, CCmvaw it r Sala err Maryland Heights MO 6304 Job Nurnber: 19795 PIv. 1 SEQN 562226 t T12 i EJAC Cust RR408 JRf. IW19a40S0007 7413 - B ( S Family) i Qry. I FROM CH Drxido. 074 18 104154645 1 Truss Label: EJ5A Sri D> 03/15/2018 B 12 6 A 1 A - 3 2X4( A1 I 5' 5' Loading Criteria rsr, Wind Criteria Snow Criteria Pif Pf, PSI Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Ste: ASCE 7-10 Pg: NA Ct: NA CAT NAs PP Deflection in too L/defl L/# Loc R J /Rw /Rh /RL /W TCDL: 7,00 Speed: 139 rnich Pf NA Cc: NA VERT(LL): NA A 1048 /245 1- / 4 0 BCLL, 0.00 Enclosure: Closed Lu: NA Cs, NA VERT(TL): NA C 579 / 118 BCDL: 10,00 Risk Category: 11 Snow Duration, NA HORZ(LL): 0 0 17 C B 152 /59 5) Des Ld 37,00 EXP B 1 11 1 1 HORZ(TL): 0.031 C Wind reactions based on MWFRS NCBCLL 10.00 Mean Height: 21,33 it Code I Misc Criteria Creep I Factor: 2.0 A Min Brig Width Reg = 1 5 Soffit: 2,00 TCDL: 4 2 psf Bldg Code: FBC 2017 RES Max TC CSC0,582 C Min Brg Width Reg = - BCDL: 5.0 last B Min Bra Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to b/2 TPI Sid: 2014 Max BC CSI: 0.667 i Spacing: 24,0 C&C Dist a: 100 ft Rep Factors Used: Yes Max Web CSI: 0,000 Bearing A is a rigid surface. Loc. from endwall: not in 4.50 it FTI RT 20(0),110(0) Members not listed have forces less than 375# GCpi: 0, 18 Plate Type(s): - --------- - ---- Wind Duration: 1.60 I WAVE VIEW Ver: 17 02,01A.1 114,21 Lumber Top chord 2x4 SP #2 Douse But chord 2x6 SP SS Special Loads fl- urrilbo; Dot Fac.zl 25 ! Plate Dur Fac =1 25) IC r-rorn 56 bit at 0.00to 56pffat 5,00 BC From 10 pit at 0,00 to 10 pit at 5,00 BC 727 lb Conc Load at 1.06 BC: 723 IbConc Load at 3,06 Hangers / Ties J) Hanger Support Required, by others Wind Wind leads and reactions based on MVvFRS, liff"11#4 0k 4 0, 4 " az 0 R A i 1AA NAL11, 0 i 6 018 uscop, 110 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in farvicafin handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information. tb TPI anJISBCA) br safety practices prior to performing these functions. Installers shall provide toolbars - i bracing per BCSI. Unless noted o herwee.top chord shall have properly attached structural sheathing and nottorn chord shallproperly attachedmidceihny, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSi sections B3, B7,'or 010, asapplicabeAppy Jatoa to each face o truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to drawings 160AZ for standard plate positions. ALPINI Alpine, a division of jT'W BuildinA Con ponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the " I truss in conformance with ANSI of 1, or for handlini shiptany, installation and bracing of trus'sesA seal on this drawing or cover sia, e13723 Riverport Drive listing this drawing, indicates acceptance of o essiona engineerm responsibility solely for the design shown. The suitability r the and useofthisdrawingforanystructureiseresponsibilityof the Building Designer per ANSI/TPI 1 Sec.2, $,tire 200 ALP'NE it cram, T-1 orl SBCA —,Sbc-o-ul cIr" Maryland Heights, NO 6304" Job Number: 19795 ! Ply. 1 SEQN 562222 t T37 t EJAC Cost: RR408 JRef. lvy9a4080007 7413 - B ISFamily)` Cry 9 FROM. CH DrwNo 074 18 1041 58832 Truss Label: EJ7 SN i DF 03/15/2018 12 6 r o u' r s, a - 2X4( A1) z 7' 1, 4, T Loading Criteria .osr? Wind Criteria Snow Criteria rg P PS Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL. 20,00 Wind Std: ASCE 7 10 Pg: NA Ct NA CAT: NA, PP Deflection in too L/defl L/# Loc R U Rw t Rh i RL ' W TCDL: 7,00 Speed: 139 mph Pf: NA Cc: NA VERT(LLj: NA B 360 ='` 58 / 220 i - 121 ' 4R BCLL: 0.00 Enclosure: Closed LuNA Cs: NA VERT(TL): NA D 127 #84 BCDL: 10, 00 Risk Category: I! Snow Duration: NA HORZ(LL): 0.013 D C 169 t 78 / 68 . - 5 EXP: B 9 HORZ TL : 0.023 D Wind reactions based onMW FRS Des Ld37OQMeanHeight: 21,49 It 1 ( } NCBCLL 1000 Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1,5 TCDL: 4. 2 psf D Min Brg Width Reg = - Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TO CSM: 059 r - Load Duration: L25 p TPI Sid: 2014 Max BC CSI: 0,456 Min Brg Width Reg = MWFRS Parallel Dist: 0 to h12 Spacing: ., 24. 0 " i &C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bea ing B is a Bid su ace. Loc. from endwall: not in 4,50 tt FT?RT:20(0)110(0) Members not listed have forces less than 375# GCpi: 0, 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17,03 01A 1 114,21 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Wind Nrid loads based on MWFRS with additional C&C member design- 1 7T; R 8 T g R\ p - v' rl1 `ve UNA Q , 16 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! iMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handli%c shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component S 3fety Information, bVy TPI an SBCAI dr safety practices prior to performing these functions installers shall provide ternpora x bracingTer B4ySiUnlessnotedothenuise.top chord shall have properly attached structural sheatftin, and bottom Shard shall have a proger y iattachd¢ n didceiling. Locations shown for Uermanent lateral restraint of webs shall have bracing .nsali d per BCSI sections B3, 37 or E 10_ as applicable Appty pratestoeachfaceof *russ and position as shown above and on the Join( Details, unless noted othe vise. defer to drawings 160A-Z forstandardplatepositions. ALPINE Alpine, a division of T'A'' Buildin Components Group inc. shall not be responsible for any deviation from this drpwing,any failure to build the *, truss in conformance with ANSI/1 PI 1, or for handlin< shippin , installation and bracing of,trussesA seal on this drawing or cover page. , 3723 Riverport Drava listing this drawing indicatesacceptanceofrdessionaTgengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 200 and use a thisdrawmgforanystructurerstheresponsibilityoftheBuildingDesignerperANSUTPI1Sec°2 der or , ,?mi 3_ rc see. this . 's aenerai o - s n ge > >d tt,e .e .e t s e s y R Ne rww a p r iw.:o n: TPi. ;uw tp 4t.> _7- sECA ww-sbc. -r -stry c-m -w-v i cs f —,1a—Maryland Heights, MO 6304. Number: 19795Fjb Ply I SI--Q1 N562227T4 HIPM Cust RR408 flRef 1W9a4080007 7413 - B (S Family`) Oily. 1 FROM CH DrwNo 074 18 1041 53113 Truss Label: EJ7A So DF 03115/2018 4' 2"8 7' 4' 2"8 2'9"8 6X6 2X4 B C 12 6 In A E D 3X10 4X6 3X6( Al) 7' 4' 0 "l 2 2' 1 1 "41 4T" 12 7 Loading Criteria vsf, Wind Criteria Snow Criteria iPg,(lf n -sF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA, PR Deflection in loc L/defl Li L no _ R - -- U Rw / Rh f R L r W TCDL: 7,00 Speed: 139 mph Pf NA Cc: NA 1 VERT(LL): 0,023 E 999 240 A 1684 11230 /- /- /- /4,0 3CLL, 0,00 Enclosure: Closed Lu: NA Cs: NA 1 VERT(TL): 0.060 E 999 240 D 1813 1241 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS EXP: 6 Des Ld 37,00 1 HORZ(TL): 0 0 17 E A Min Big Width Reg = 2,0 Mean Height: 21,13 it NCBCI- L: 10.00 Code I Misc Criteria Creep Factor: 2.0 g DMinBrWidthRe g = - TCDL 4. 2 psf Soffit: 2, 00 Bldg Code: FBC 2017 RES i Max TO CSI: 0,453 Bearing A is a rigid surface BCDL: 5, 0 car Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BCCSI. 0625 Members not listed have forces less than 375# Spacing: 24 0 C&C Dist a: 3.00 If Rep Factors Used: Yes Max Web CSI: 0 790 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4 50 It FT fRT20(0)I10(0) Chords Tens.Comp. GCpi: 0,18 Plate Type(s): - -- ----- Wind Duration: 1.60 WAVE VIEW Ver: 17,02,01A,1114 21 A - 6 291 -2173 Lumber Top chord 2x4 SP # 2 Dense Maximum Bot Chord Forces Per Ply fibs Bet chord 2x6 SP SS Chords Tens Comp Chords Tons, Cornp, 11 11 "I'll ____ _ _ 1Webs 2x4SP #3 A - E 1916 -242 E - D 1770 -227 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur,Fac.l . 25 / Plate Dur,Fac,1,25 Webs Tens Comp Woos Tons Corup, TC. From 56 pitat0,00to 56ldfat T60 BC, From 10 pit at 0,00to 101afat 7,00 E - B 2073 -209 B - D 280 -2191 BC: 1013 lb Canc. Load at 1.73. 3.73, 5.73 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and actions based on MWFRS, very 1 Right end verticalnotexposedtowindpressure. 1; ,j FQ. oo 41 31xfTA V- a) 2 ON011 A sevoys'qsso; k V 0 1 16 201WARNING** READ AND FOLLOW ALL NOTES ON THIS DRA'A/ING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses fabricatrij, handling, installing bracing. Refer to and the latest edition of BCSI (Building require extreme care in shipping, and follow Component Safety Information, by TPI an' SECA) for sa Ely Oractices to these functions. Installers shall tembora prior performing provide bracing per3 'Sl Unless noted 01hervose,top ,.,.hord shall have properly attached structural shoathin and bottom chord shot have a pro gey 1, B7, attached niid ceiliny, Locations shownforateralrestraintofwebsshallhavebracinginsalledSCSIsectionsB3or10rof as applicable. Apply lates toeachfaceatrussperIandposition as shown above and on the Joint Details, unless rioted otherwise. Peter to drawings 160A-Z for s`andard plate positions. ALPINE Alpine, a division of T' A' BLJjldiri Cornponents Group Inc shall not be responsible for any deviation frorn this drawing,any failure to build the truss in conformance with ANSI('; PI 1, or for handlini. listing this drawinig, indicates acceptanceofanduseofthisrawingforanystructureisshipping, installation and bracing of trussesA seal on this drawing or cover p 13723 Riverport Drive Ard essionaf engineering responsibility solely for the design shown. The suitability e responsibility of the uildingDesignerperANSIITPIISec.2. Suite 200 c,a"(ItI,,E""(""et), t(,,I A111N[ x—oploico, IsLa Maryland Heights, Job Number: 19795 Ply 1 SEQN: 562233 .` T6 r HIPM Cost: RR408 JRef IA`9a4080007 7413 - B (S.Family) Qly: 1 FROM. CH DrwNo. 074. 18. 1041.59301 Truss Label: EJ713 SN ,- DF 611512018 3' 7' 3' 4' 4X6 2X4 C B 12- 6 r Ln cv Al A F E 2X4(R1 ) 2X4 3X4 3T'12 3'10"4 3' 1 "12 7' Loading Criteria ipsh Wind Criteria Snow Criteria +Pq.P f in PSp) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA i PP Deflection in loc #idefl L # Lee R I'/ U t Rw r Rh r RL t W eed: S 139 mphTCDL: 7.00 p - p Pf: NA Ce- NA VERT(LL): 0.007 F 999 240 g 468 ! 114 t - F f 4.0 BOLL: 0,00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.019 F 999 240 E 309 1 61 l 1.5 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LLF 0.002 E - - Wind reactions based on (vIWFRS 37 +30DesLd _. EXP: B HORZ tTL): 0.004E B Min Brg Width Re q = 1.5 Mean Height_ 20.49 ft NCBCLL: i0.00 Code 1 Misc Criteria CreepFactor 2.0 E Min Brg Width Real = - TCDL: 4.2 sf pSoffit: 2.00 BldgCode: FBC 2017 RES TO CSf: 0.285 Bearing B is a rigid surface, BCDL: 5.0 psf Max Load Duration: 1,25 MVJFRS Parallel Dist: 0 to i TPI Std: 2014 Max BC CSL 0,237 Members not listed have forces less than 375# Spacing 24_0 CSC Dist a: 3.€I0 tt Rep Factors Used: Yes Max Web CSI: 0.164 Maximum Top Chord Forces Per Ply (Ibs) Lee, tram endwalC not 4,50 it FTiRT:20 r 0F1J(0) Chords Tens Comp. GCpi: 0.18 Plate Type(s):- Wind Duration: 1,60 t=T°`AVE VIEW Ver 1TO2 01A 1114 21 B - C 105 -551 Lumber l3of Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Dense Chords Tens.Comp, Chards Tens. Comp ChordBot chord 2x4 SP 92 Dense VVem; 2x4 SP #3 B - F 456 - 78 F - E 473 - 75 Special Loads Maximum web Forces Per Ply (Ibs) Lumber Dur-Fac.=1.25 i Plate Dur.Fac.=1.25) 4Jebs Tens,Comp. TO: From 56 pit at -1,33 to 56 pit at 3.00 TC: From 28 pit at 3.00 to 28 pit at 7.00 C _ E 77 - 495 BC: From 4 pit at -1.33 to 4 pif at 0,00 BC From 20 pit at 0,00 to 20 pIf at 3,03 BC: From 10 pit at 3,03 to 10 pit at 7,00 TC: 90 Ib Conc. Load at 3,03 TC: 59 ib Conc. Load at 5.06 BC: 119 Ib Conc. Load at 3.03 BC: 50 lb Conc- Load at 5,06 tffa t Wind sy7 bSWind loads and reactions based on MWFRS. 40 TkF s 64YF o ` 0 a 1t 03 10 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatint , handiin . shipping. installing and bracing. Refer to and follow the latest edition Component S fety Information, byY TPI an 7 SBCA) Far safety practices prior to performing these functions installers shall provide of BCS1 fBuilding temporary bracing per BGSI. Unless noted otherwise,top chord shall have properSy attached structural sheathing and bottom chord shall have a prorde attache rigqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing iris ailed per BCSI sections B3, B7- or 5 10„ as applicable Apply Oates to each face of truss and position drawings 160A-Z for standard plate positions. as shown above and on the Joint Details, unless noted otherwise- Peter to ALPINE Alpine, a division of ITW Building Cornponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the drawing truss inconformancewithANSI, PI 1. or for handbnq' shipping, mstallabon and bracing of,trussesA seal on this essionat engineering responsibility solely for the design shown. Iisting thisdrawinindicatesacceptanceofengineeringorcover page .. 3723 Riverport Drive The sui4abilitypro, anduse of this c awmg for any structure is ttie responsibility of the Designer per ANSI/TPI 1 Sec i Suite 200 a Maryland Heights, MO 6304 Par r < e fe. n,at, race tn's oin> . c '- , s -- --hi--w-F t -cs. ALPINE. v.=w.c ei1 i,e trr n. TPi .vw,v ,R i st r cry c^,Cn. wsb.; r ci s f com C. ,rev i s na c,z Job Number: 19795 Ply 1 SEtON: 562223 1 143 t JACK Gust: RR408 JRef: 1W9a4080007 7413 B (S.Family) G'ty. 8 FROM: CH DrwNo 074 18 1041 56363 Truss Label.. C)Ji SN l... DF -..... 03115t2018 .. 12 C6 { J B` 0 X A D 2X4(1)__ 1° 1 °4" I 1' Loading Criteria as=1 Wind Criteria Snow Criteria (Pg P< n PSI--) Defl/CSI Criteria ,A Maximum Reactions (Ibs) TCLL 20,00 Wind Std ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L.'defl L,# Loc R I U Rw Rh ' RL W TCDL: 7.00 ; Speed: 139 mph Pf NA Ce: NA VERT{LLI: NA g 201 54` 137 `- 32 4 D BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 9 i 10 15 ! - 1.5 BCDL: 0.00 Risk Category: fl Snow Duration, NA HORZ(LL):-0,000 D C -36 / 36 23 ' f 1.5 Des Ld 37,00 EXP: B HORZ TL): 0.000 D Wind reactions based on tv9WFRS NCBCLL. 10 00 Sean Height: 19 99 ftCode 1 Misc Criteria Creep Factor: 2.0 B Min Beg Width Reg 1.5 TCDL: 4.2 psf D Min Beg Width RedSoffit: 200 BCDL: 5.0 psf Bldg Code: FBC 2e17 RES ltax TC CSI: 0.19H Load Durafiew 1,25 TPI Std: 2014 Max BC CSI: 0025 C n Big Width Reg = 14W FRS Parallel Dist 0 to hf2 Bearing B is a rigid surface_ Spacing: 24.0 " C&C Dist a: 3.00 if Rep Factors Used: Yes Max Web CSI: 0-000 Loc. front endwall: Any 1 FTIRT:20(0)110(0) Members not listed have forces less than 375# GCpi:0,18 PlateType(s): _ Wind Duration 1,60 WAVE VIEW Ver 17.02 01A 1114 21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 12 Dense Wind Wind loads based on MWFRS with additional C&C member design. Qyv 4,+ Poo ts 7 141 411 o, w ; xTAT sN Ile 01 16 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! iIMPCORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fatincatin , handling, shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component S sfety Information, byy TPI and SBCA) Or sa ety practices prior to performing these functions. Installers shall provide temporary bracin Ger 38SI. Unless noted othe wise,top chord shall have property attaehed structural sheathing and hottem Chord shall have a progerly attache d rfgld cellin_ . Locations shown for permanent ateral estralnt of webs shall have Gracing installed per BCS! sections B3. 37_ or t310, as applicable Apo y Oldies to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A Z for s andard plate positions. 041 Alpine, a division of ITV` Buildin C(imponents Group Inc shall not be responsible for any deviation from this drawin ,any failure to build thetrussinconformancewithANSIfTPI1, or for handllnd, shipping, installation and bracing of trussesA seal on this dr, wing or cover page , . 3723 Riverport DriveIistingthis lrawrng indicates acceptance of a, essrona engineering responsrbnlrty solely for the design shown. The sui ability quite 200anduseothiscdlrawingforanystructureiseresponsibilityoftheuildingDesignerperANSIITPI1Sec.2 snerai_oWs page m f nose web saes. ALP NE +Ama at( ne tw.cora. 1 E ww.v'p n-s c SBCA. wuru sbci Uust r`m..0 wevw isafe erg _ Maryland Heights, MO 6304: Job Number: 19795 Ply I SECIN 562224 t T42 i JACK Cust RR408 JRef 1A'9a4080007 7413 - B (S Family) Qp, 6 i FROM CH DrwNoa. 074 18 10415CA26 Truss Label: CJ13 So f DF 03/1512018 C 12 6 LO dl 3 A D 2X4(Al) 3 1'4" 3' Loading Criteria psf? Wind Criteria Snow Criteria Pg Of-, r,sill-, Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL- 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Ldefl Loc R U Rw / Rh i RL 1 W TCDL 7.00 Speed: 139 mph Pf: NA Ce: NA I VERT(LL), NA 6 222 /43 /141 /4 0 3CLL: 0.00 Enclosure: Closed 1 Lu: NA Cs: NA VERT(TL)- NA D 50 1 - /36 1,5 BCDL, 10 00 Risk Category 11 Show Duration : NA I HORZ(LL): 0.001 D C 59 '27 /20 1.5 Des Ld 3700 EXP: B HORZ(TL): 0 001 D Wind reactions based on MWFRS Mean Height: 20,49 If B Min Brg Width Reg = 1.5 NOBCLL: 10,00 TCDL, 4.2 psf Code I Misc Criteria Creep Factor: 2,0 D Min Brg Width Rep = - Soffit: 2,00 Bldg Code: FBC 2017 RES Max TC CSI: 0225 BCDL: 5,0 pst C Min Brg Width Reg = - Load Duration: 1.25 TPI Std: 2014 Max BC CSI 0,068MWFRSParallelDist: 0 to h1/2 I Bearing 6 IS a rigid Surface. Spacing: 24.0 C&C Dist a: 3.00 if Rep Factors Used: Yes Max Web CSI 0,000 Loc, from endwall: Any FT,'RT 20(0)110(0) Members not listed have forces less than 3759 GCpi: 0,18 Plate Type(s): Wind Duration: 1,60 WAVE VIEW Ver: 17.02.01A.1 11421 Lumber Top chord 20 So #2 Dense Bot chord 2x4 SP 42 Dense Wind Wind leads based on MWFRS with additional C&C member design. 4 Z J yz e, TE (W o Ox V n 0 2 Ale 16 20 18 WARNING— READ AND FOLLOIAALL NOTES ON THIS DRAINING! IMPORTANT** FURNISH THIS DRAVVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatiniq, handlina shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, lb Tot an SECA) r safety practices pm ,priortoperformingthesefunctions. Installers shall provide teporary bracing her BCSI. Unless noted a herwise.top chord Shall have properly attached structural sheathing and bottom chord shall have a properly attachedrudcalling. Locations Shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67, or 910, as appIca6 e, Apply Oares to each face of truss and position as shown above and on the join Details, unless noted otherwise. Refer to drawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Grant) Inc. shall not be responsible for any deviation frorn this drawing,any failure to build the truss in conformance with ANSI, PI 1, or for handful shipping, ristallatio * n and bracing of trussesA ?eal on this drawing or coveirsp, e mplistingthisdrawingindicatesacceptanceofticessionalengineeringresponsibilitysolelyorthedesignshown. The ability 13723 Riverport Drive r e anduseofthislawingforanystructureisresponsibility of the adding designer per ANSI/TPI I Sec.2.F' or ;Wore mterrn.I iu i sr e U s lob s genera ,tes s>a e I dt use wI p - Ps. A niNE. www ait F itw coin TPi vv*ar w.ip nstoU; 4BC t SUr least 0i" Suite 200 Heights, MO 6304, Maryland Job Number: 19795 Ply: 1 SEON. 562225 i T38 JACK Cust RR408 -Ref. 14N9a4080007 7413 - B (S Family) Cay 4 FROM CH DrwNo 07418 1041.58332 Truss Label: CJ5 SN ! DF 03115/2018 C y 12 6 O tt7f CV f ' iPar c"? B , D 2X4(A1) 5 Loading Criteria nsfl Wind Criteria Snow Criteria .Pg Pc,,, PSF Def11CSI Criteria A Maximum Reactions {Ibs} TCLL_ 20,00 Wind Ste: ASCE 7-10 Pg: NA Ct NA CAT: NAI PP Deflection In loc Udefl LI# Lee R t U i Rw r Rh i RL ' W TCDL.: 7,00 Speed: 139 mash of : NA Ce: NA VERT(LL): NA > — — -- — Enclosure: Closed B 88 f 49 ;` 179 , - 90 t 4,0 BOLL: 0.00 Lu NA Cs NA JERT(TL), NA D 89 l - t 58 ,` - 11.5 Risk Cate: IC BCDL goo1000 ` Snow Duration NA HCrRZtLL}: 0.004 D C 116 1 53 145 - I- / 1.5 XP: B HORZ;TL' j Des Ld 37.00 Mean Height: 2G.99 ft — — -- 1 n OG`7 D 0`ind reactions based on ^.4W`FRS NC;C3i;LL10.00 9 Code ( Misc Criteria CreepFactor 2.0 B Min Erg Width Real = 15 Soffit: 2 00 TCDL: 4.2 psf Bldg Code_ FBC 2017 RES Max TO CSC 0,264 D Min Brg Width Red = i BCDL: 5 0 psf C Min Brig Width Req = - Load Duration. 1,25 Ms`VFRS Parallel Dist: 0 to hf2 TPI Sid 2014 Max BC CSI: 0.224 Spacing: 24,0 C&C Dist a: 3 00 If Rep Factors Used: Yes Max i=Jeb CS!. 0.000 Bearing B is a rigid surface- Loc. frorn endwalC not it .4 50 ft FT,'RT-20(6,'r/10(01 Members not;tsted have forces less than 375# GCpt 0.18 Plate Type(s). Wind Duration: 1.60 WAVE VIEW Van 17.02.01A.1 11421 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. tt s p , 8 iT a 4 "'la yy t S Lrt y i 0 ', In 2018 WARNING— READ AND FOLeOW ALL NOTES ON THIS DRAWING! — — — — — — — — IMPORTANT— FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS Tnisses require extreme care in fabroatinc7. handlinqg, shipping, installing and bracing- Refer to and follow the latest edition of BCSI (Building Corn ponent Safety information, by TPI art SBCA) R r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shalE have properly attached structural sheathing and bottom chord shall have a properly attocho(rigciid ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, E37 or 310. as )pone able Apply dates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawl drawrigs160AZfors.andard plate positions. ALPINE LAe, a divisionofconformance with ANShrCPI 1, or for handlinca, shipping, instalEatian and bracing oftrussesA seal on this drawing or cover page13723 Rivemort Drive this drawinse of this drawing foranystructureistfleresponsibilityofthekaurldengDesignerperANSIITP91Sec.2 Suite 200 r. orr.iaUo Maryland a>e thisb s: e era xrtes >ac e ar d ,k es w-et s yes AL? NL ww. ai, e.. -:.gym. tF wwmc > >st o: SBCa m.u+n sL<a i. s!rr u_ n, -CC. •.u uw ;u safr n Heights. MO 6304. Job Number: 19795 7413 - B IS Family) Truss Label: HJ3 43 f_ Loading Criteria :ps0 TCLL. 2000 TCDL. 7,00 SCLL: 0,00 BCDL: 10-00 Des Ld. 3700 NCBCLL: 10,00 Soffit: 2,00 Load Duration: 1,25 Spacing: 24.0 " 11101,10 Wind Criteria Wind Ste: ASCE 7-10 Speed_ 139 mph Enclosure: Closed Risk Category 11 EXP: B Mean Height: 20.48 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to hf2 C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bar chord 2x4 SP #2 Dense Wind Wind Toads and reactions based on MI Snow Criteria iP4.Pf;n PSF/ Pg:NA Ct:NA CAT,Nt Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)1j10(0) Plate Types): WAVE 0 '1n 2018 Ply. i SEON: 562228 / T7 l HIP_ Cust RR408 JRef. 10/9a4080007 Cry 1 FROM CH DrwNo 074 18 1041 58347 SN / DF 03,151201_8 C U7 e— r Cf } N Defl/CSI Criteria PP Deflection in too I-Aefl Li# VERT(LL): NA VERT(TL): NA HORZ(L L): -0.001 D HORZ(TL): 0.003 D Creep Factor: 2.0 Max TO CSI: 0,095 Max BC CSI: 0.137 Max Web CSI: 0,000 VIEW Ver: 17.02.01A.1114,21 CN! i A, Maximum Reactions (Ibs) Loe R tU /Rw /Rh iRL /W B 164 / 80 4.9 D 69 /5 1.5 C 31 ' 10 1.5 Wind reactions based on MvsrFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Membersnot listed have farces Tess than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme ware in fabricating, handlingq. shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Safety Information. byv TPI an . SBCA) for so ety practices prior to performing these functions. Installers shall provide temporary BCSI- Unless noted dthervase,top chord shall have property attached structural sheathingq and bottom chord shall have a propperly d ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing ns alled per SCSI sections 63, 67 or 810. ile ARRi, ppates to each face aY truss and position as shown above and on the Join f-Details. unress noted otherwise. (defer to 60A-Z for s£andard plate positions. a division of 1TW Buildin Components Group inc shall not be responsible for any deviation €rare this drawing.any failure to build the conformance with ANSI/ I PI 1, or for handhn4 shipping, installation and bracing of,trussesA seal on this drawing or cover page , . this drawing indicates acceptance of protessfona( engineering responsibility solely for the design shown. The suitability e of this rawing for any sacceptance is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. n1-111, IIn "', h s >t :.......l - I", /a' a. and iheae "1, sites ALP NE — atn x,0 cam_ TPI. wpm• r) rst om- SBCA. —sbc ndus[ry sorh. ICC. www iCC3df 13723 Rivemort Drive Suite 200 Maryland Heights. MO 6304 Job Number: 19795 Fix I SEQN 562229 1 T46 HIP Cuss RR408 jeer IW9a4080G0 74 13 - B (S Farri,ly; Qty 1 FROM CH DrwNo 074 18 1041 51443 Truss Label: HJ5 So i DF 03,115F2018 C V, 12 424 Lo 0) Cl) B 3 A A D 2X4(Al) TO 2 11101,10 T0"2 Loading Criteria psf) Wind Criteria Snow Criteria rPq af< aSF) r Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL. 20,00 Wind Sid: ASCE 7-10 Pg NA Ct: NA CAT NA, PIP Collection In lac Lldefl Loc. R U /Rw /Rh "RL /W TCDL: 700 Speed: 139 niph Pf: NA Cc NA VERTil-L): NA B 2 38 1 04 /49 BCLL, 000 Enclosure Closed Lu NA Cs NA VERTrTL): NA D 124 2 1 5 BCDL, 1000 Risk Category 11 Snow Duration. NA HORZ(ILL): 0.008 D C 70 27 5 Des Ld, 3700 EXP: B HORZ(TL): 0.018 IS Wind reactions based on MWFRS NCBCLL 10,00 Mean Height 20.98 it Code Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1 5 Soffit: 2 00 TCDI-: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSk 0A96 D Min Bug Width Red = - BCDL: 5,0 psf C Min Big Width Req = - Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Gd: 2014 Max 3C CSI: 0,457 Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3,00 If Rep Factors Used Yes Max Web CSC0,000 Loc. from endwall: not in 4 50 ft FT/RT-20(0)/10(0) Members not listed have forces less than 375# GCpi: 0, 18 Plate Type(s) Wind Duration: 1,60 WAVE VIEW Ver: 17,02,0 1 X 1114.21 Lumber Top chord 2x4 SP #2 Dense Bar chord 2x4 SP #2 Dense Wind Wind leads and reactions based on MWFRS. IAs. CO3 Y ly' AA T E CXF 41 A N I" IU27s44 011 16 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqUire, extreme ,are in fabricatri iiq, car nlia. shipping, installing arid bracing Refer to and follow the latest edition of BCSI (BuildingcCofiipofietitSzifetyltifortiiatioti,byTPlari.SBCA)o rsactypractices bnortoperforming these ftinctiotis, Installers shall provide temporary bracingyer BCSI Unless noted otheovise,top -,hard shall have prop erly perly attachedstructural sheathing arid potton, chord shall have 'a progerly permanent lateral restraint of webs shall have bracing installed per BCS1 sections B3, 137 or 10, attache n-iticethny. Locationsshownfoyet as applicableApplyy Iatesto each face a truss arid position as shown above and on the Join Details, unless noted otherwise. Refer to A LPINE drawings 160A-Z for s andard plate positions. Alpine, a division of 1TW BuildpACornitionents Group Inc. shall not be responsible for any deviation from this dravang,any failure to build in(, truss in conformance with ANSI P! 1, or for handling, sirippiny, installation arid bracing of trussesA sea[ on this drawing or cover Pape 13723 Rwerport Drive listing this drawin, inclicales acceptance of Are ession n ' rifeteringuresporvsibility solely for the design shown. The suitability and useofthisdrawingoranystructureiseresponsibilitygehridingDesignerperANSVTPI1SecZStilts200 MO 6304 TP' WCAMarylandHeights Job Number: 19795 Ply. 1 ; SEQN: 562230 t T11 HIP_ Gust: R408 JRef. lW9a4080007 7413 - B (S.Family) 7413 - B (S Family) -DAViD ,VEEKLY Oty 2 FROM CH DevNo: 074 18 1052 02530 Truss Label: HJ7 KM 1 DF 03/15/2018 5'3"5 9110"1 6,3„5 4'6"12 D T 1 23'3"3 12 424 2X4 - C ro o r B 19'8"12 K FE 2X4(A1) 4X4 ¢- I 9,6 4":1 9'6" 9110,11 Loading Criteria ps'i Wind Criteria Snow Criteria ,Pg s !, PS--Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind SIT: ASGE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lidefl L1# Loc R U Rw ' Rh / RL t W TCDL: 7,00 Speed 139 mph Pf: NA Ce: NA VERT(LL): 0.014 C 999 240 B 398 r' 97 - -- ;` 4.9 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 C 999 240 E 352 1 8 1-5 BCDL: 10.00 Risk Category: II Snow Durat(on: NA HORZ(LL): 0-006 F - D 215 / 108 1 - 1.5 Des t_d EXP:B 3T.00 — — — ) FiORZ(TL): 0.007 F - Wind reactions based on Mb^JFRS Mean Height: 21.48 ft B Min Br Width Re 1.5 NCBCLL. QO© TCDL: 4.2 psf Code 1 Misc Criteria 'Creep Factor 2.0 9 q Soffit: 2,04 Bldg Code: FBC 2017 RES Max TC CSC 0.533 E Min Bag Width Real = BCD : 5.0 psf D Min Brg Width Real = - Load Duration: 1,25 MWFRS Parallel Dist: 0 to hf2 TPI Sig: 2014 Max BC CSI: 0.489 Spacing: 24.0 C&4" Dist a: 3.00 fit Re Factors Used: No I Max Web CSI: 0.289 Bearing B is a rigid surface. Loc, from endwall. NA FTtRT:20(02/10(0) Members not listed have forces less than 3759 GCpi: 0,18 Plate Type(s): __ Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1,60 WAVE I VIEW Ver 17.02.01A.1114.21 Chords Tens.Comp. Lumber B -C 212 -N339 Too chord 2x4 SP 42 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Loading 6 - F 532 - 1&6 Hipjack supports 6-11-8 setback jacks with no webs. Wind Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Wind toads and reactions based on MWFRS- C - F 201 - 578 Additional Notes Provide (2) 16d common(0,162"x3.5") toe -hafts at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. B a A, c x 1127F .., ¢F Nist sxrra mt a tt1 16 '0i8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) oot safety practices prior to performing these functions Installers shall provide temporarYvbracinPerBCSI. Unless noted othermse,top chord shall have properly attached structural sheathingg and bottom hord shall have a plat erlyattacher, id ceiling- Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BC I sections B3. E7. or 10, as applicabbe Apply 66>lates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINEdrawings100AZforstandardplatepositions. Alpine. a division of ITW Buildin t Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlin shipping, Installation and bracing of trUssesA seat on this drawing or cover page , , 2400 Lake Orange DrIistingthisdrawingindicatesacceptanceofproessionaiengineer€ng responsibility solely for the design shown. The suitabrhty Suite 150anduseofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec2 J e rf m atwn sa r "hU ws . c end r.,Us -ac e an„ tl-ts €.0 _nee AI PING wx y tw .rim: TPI www= t n4t r;. SFsCA. vawo- sbr di st:;em 'C C, —ccafe om Orlando FL, 32837 JobumNbee19795 m " Ply 3 SEuZN 562270 ! T39 FLAT Gast R408 JRef: I W9a4080007 7413 - B (SFamily) f7413 - B IS Family) -DAVID WEEKLY Qty 1 1 FROM: CH Drwlao: 074.18 1052.19423 Truss Label: FG1 DF 03;15r`2018 s 3 Complete Trusses Required 2' 5" 1 1 4' 9" 11 77" 10 9' 11 9 12"3"9 14'9"4 2'5"11 2'3"15 2`9"15 2'3"15 2'3*15 2'S'"11 I 2X4 --8X14 2X4 3X4 2X4 6X8 2X4 A B C D E F C f , q,4„ L- - - - - - H 4X8 5X12 2X4 4X12 4X10 14'9"4 4'573`07 ZY11 4'4"11 4' 5"7 7'5"14 9191 9 14'4"4 5., Loading Criteria .psc Wind Criteria Snow Criteria ,r-g P= n PSr, Defl(CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg: NA Ct NA CAT: NAI PP Deflection in too Lldefi L=r# Loc R U Rw ( Rh f RL i W TCDL: 10.00 Speed: NA mph Pf NA Cc : NA VERT(LL): 0,293 J 604 360 L 4217 !- 7 3 BCLI_: 0,00 Enclosure: NA Lu: NA Cs NA VERT(TLy 0.513 J 439 240 IM 5094 7- %6.0 BCDL; 5.00 Category: NA Snow Duration: NA HORZ(LL): 0,0366 A - L Min Brg Width Reg = 1.7 EXP: NA Des Ld 55.00 HORZ(TL): 0.050 A M Min Brg Width Reg = 2.0 Mean Height: NA ft Code f Misc Criteria Creep Factor 2-0 Bearings L 8 M are a rigid surface. NCBCL 1G.00 p TCDL: NA psf Soffit: 2,00 BCDL NA P- sf Bldg Code: FBC 2017 RES Max TO CSI: 0.685 Load Duration: t00 MO/FRS Parallel Dist NA i TPi Bid: 2014 Max LC CSI: Q826 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs} Spacing: 24.0 " Lee Dist a: NA li Rep Factors Used10(0) Yes Max Web GSt 0.996 Chords TenS,C0rnP- Chords Tens_ Camp_ I Loc- from endwalL NA FTtR1:20(rJ?=1tJt0) l: NA GCpi: NA Plate Type(s): B - C 0 - 5198 D - E 0 -5044 Wind Duration: NA 6AJA`lE VIEW Ver 17 02 01A,l 11421 C - D 0 -5297 E - F 0 -5044 Lumber Maximum Sot Chord Forces Per Ply (Ibs) Lot chord 2x6 SP SS Chords Tens Comp herds Tens Comp Nabs 2x4 SP 43 L K 3283 0 J- 1 5343 0 K- J 5297 0 1- H 3577 0 Nailnote Nail Scheduie: 0.128"xS', min. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row c@i 2.00" o c_ 7Y°`ebs Tens Comp b'7'ebsTens Comp Lot Chord: 1Raw 12.00" a.c. Webs 1 Row @ 4" o.c. L - B 0 -3480 E - 1 0 -44& Repeat nailing as each layer is applied. Use equal B - K 2091 0 1 - F 1587 0 spacing between rows and stagger nails in each row to avoid splitting. K 0 -654 F- H 0 -3802 2" o.c, spacing of nails perpendicular and parallel to grain required in area over bearings greater than 2" Special loads 1# 4,5 Lumber Derr. Fac.= 1,001 Plate Dur.Fac.=1-00) 7 TC: From 50 pit at 0,13 to 50 plf at 14,77 BC: From 105 pit at 0.00 to 105 pit at 0.13 * * ° BC: Front a plf at 0,'13 to 5 pit at 14.77 TC: 1107 Ib Conc. Load at 1.71, 3,71, 5.71, 7,71 , 971,11.71, 13,71 TC: 743 ID Conc. Load at 12.79 a Purlins fi r ' AJ The TO of this truss shall be braced with attached 9 TE p r spans at 24" ac In ;deu of structural sheathing, s Additional Notes Truss must be installed as shown with top chord up. x t0 - - ar a0 ttate7 w,'I 10I4 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hanchi . sht ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SQfety Information. byy TPI and SBCA) f r so ety practices prior to performing these functions Installers shall provide temporary bracin er BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly nttacllgd n id ceiling. Locations shown far permanent lateral restraint dfwebs shall have bracing installed per BCSI sections B3, B7 ar 810, is applicable. Apply dates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to dra4vings 160A Zforsandardplate: positions. Alpine, a division of ITV ( Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the , truss in conformance with ANSI:PI 1, or for handling, shipping, installation and bracing of trussesA sea[ on this drawing or cover page .. 2400 Lake Orange Dr listing this drawin indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of thus elrawtng for any structure is the responsibility of the t3uilding Designer per ANSItTPI 1 Sec.2 Suite 156 F h ,, we> s.tes. A SINE. ww, qrierw ccm. 7PI )nst oa __, A CC Our ride FL, 32837 Jab Number: 19795 Ply: 1 SEQN: 562249 i T 19 r SY42 Cust R R408 JReP. 1 VJ9a40800 07 j 7413 - B tS.Family) Cry. 3 . FROM CH DnxNo. 074. 18. 1041. 57504 Truss Label: F01 SN 1 DF 03{15f2018 10'6" 1;0"10 24'0"10 24'6" 2910"8 10'6" 6"10 13' 5"6 5 4'8 2'l -- . tTYP13,' - 2'6"12 -- 2'6 2 - 2'0 12 - - 2'l - 2'6 12 - - 2 6' 12 — 2'6"12 2'6"12 2'6"12 -j 3 1X3 =3X8 3X4 -3X4 W=3X4 4X8 3X6 3X4 1X3 A B C D E F GH I J K L M N O F. t i Z Y X Vb V U XF T S R Q 1X3 =-3X8 --3X4 4X10 -VV-3X4 4X10 =3X6 1X3 3X6 = 3X4 3X4 18'10 6 .. -- -_ 110" 2 29'10' 8 Loading Criteria psf; Wind Criteria Snow Criteria P3 E f r PSr DeflICSI Criteria A Maximum Reactions (Ibs} TOLL: 40.00 Wind Std: NA Pg: NA CL NA CAT; NA; PP Deflection in toe Lldefl L,# Loc R U Rw 1 Rh 1 RL t W TCDL: 10,00 Speed_ NA mph Pf: NA Ce: NA VERT(LL): 0,333 X 671 360 Z 919 7.3 BOLL: 0,00 ; Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,645 X 476 240 T 1982 ! - 5.5 BCDL: 5,00 Category NA Snow Duration: NA HORZ(LL): 0,045 B - Q 515 l 40 i 7.3 EXP: NA Des Ld 55,00 -- — — HORZ(TL): 0.063 B Z Min Brg Width Real = 1,5 NCBCLL. 10,00 Mean Height: NA p T Min Br Width Re< 1,5 TCDL: NA 'sf Cade 1 Misc Criteria Creep Factor: 2.0 g ` 1 = Soffit: 2,00 F Bldg Code: FBC 2017 RES Max TC CSI: 0,785 Q Min Brg Width Req = 1.5 BCDL: NA psf Bearings Z, T, & Q are a rigid surface. Load Duration: 1,00 M,^;rFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0,963 Re Factors Used: Yes Max Web CSI: 0,821Spacing: 21.D " CSC Dist a: NA ft A Members not listed have forces less than 375# i Loe, from endwali: NA FT?RT:12(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) I. NA GCpi: NA Plato Type(s): Chords Tens Comp. Chords Tens Comp, Wind Duration: NA WAVE VIEW Ver: 'IT02.01A.1114 21 B - C 0 - 2675 H - 1 0 - 1847 Lumber C- D 0- 2675 1- J 1941 0 Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: D - E 0 -2865 J - K 1941 0 Bot chord 4x2 SP #2 Dense E - F 0 -2864 K - L 538 -935 Webs 4x2 SP #3 F - ^ 0 - 1847 L - M 527 - 94£3 Plating Notes G - H 0 -1847 M - N 518 - 945 All plates are 2X4 except as noted. Maximum fat Chard Forces Per Ply (Ibs) Deflection Chords Tens Comp. Chords Tens. Comp. Max JT VERT DEFL: LL 0.33" DL: 0,37". See detail Z - Y 1621 0 T - S 374 -1111 36 DEFLCAM61014 for camber recommendations. Y - X 3090 0 S - R 918 - 527 Additional Notes X - W 2864 0 R - Q 786 -171 V - V 2857 0 2x6 continuous strongbaek. See detail STRBRIBR1014 for bracing and bodging W idt Maximum Web Forces Per Ply (Ibs) recommendations. * 48 d Webs Tens Comp- Webs Tens Comp- Truss must be installed as shown with top chord up. s Q o' _ - -- Z- B 0-1801 1 - T 0 2267 0A- B- Y 1165 0 T- K 0- 1189 rr Y- D 0- 4.59 K- S 995 0 D- X 213 536 S -L 0 375 0 e F-V 0 1170 R -N 177 -335 t V- 1 1725 0 N- Q 190 - 873 x r'"v a A °° k N ttrrttVastvFe 0 10;2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handlingg, shi ping, fnstalling and bracing_ Refer to and follow the latest edition of BCSI (Building Component Safety Information. bVV TPI and 1SBCA) for safety practices prior to perfomling these functions Installers shall provide temporary, bracingter BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinc 7 and b« ttom chord shall have a proerly attachriggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin p installed per BCSI sections B3, 37 or 10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to drawings 160A-Z for standard plate positions. Alpine, a division of !T`AJ Building Components Group Inc. shall not be responsible for any deviation from this drawin<1,any failure to build the truss in conformance with ANSI, PI 1, or for nandilnz shipping, installation and bracing of, trussesA sea[ on this dr'Awing or cover pa e- 3723 Rtverport Dove listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability Suite 2t)0 and use ofthisdrawingforanystructureistheresponsibilityoftheF3uildingDesignerperANSIfTPi1Sec.2. Fnr more mtormation see tans ab's - ereral notes to e u,d ihcse wt.b -tes. ALPINE. kvww.a1 zno,tw. carr.' Pi w ro t) sto- SBCAG7 nm . «seta orr Maryland Helghts, MO 6304. Job Number: 19795 Ply 1 SEQN. 562250 t T23 SY42 Cust R408 JRef. lW9a4080007 1 7413 - B (SFarnlly I7413 - B (S.Family) -DAVID WEEKLY Oty. 7 i FROM CH DnvNo. 074.18.1052-21453 Truss label: F02 '.., KM / DF 03115/2018 25'6" S 10'6" 1V1"8 217" 8 22S' 21W8 10`6" 7£S 106' 3"12 m _._ Z 6 -..... 3 IYPt 0 2'6" 12 - - - 2'6" 12 --- 2 6 12 -•-, I'- 2 6 12 _ - 2'6"12 - - 2'6' 12 fl2 6"12 ---j ii 1X3--=-3X3 -:3X4 -.W3X4 '-3X4 :=='. 4X8 3X4 -3X4 ---1X3 A B C D E F G H l J K L IF X As V U T S R O P t) 1X3 --X10 =3X4 =4X10 Va1=3X4 = 4X1j 3X6 3 18'11 4 - - -- 6` 6"8 -- - i 256"8--_-_. .__.. ___. 11 Loading Criteria . psf': Wind Criteria Snow Criteria P^y P, n =SLi Deft CSl Criteria 11 A, Maximum Reactions (Ibs) TOLL: 40, 00 Wind Std: NA P g. NA Ct: NA CAT: NA I PP Deflection in loc Lldefl Lr# Lac R { U Rw / Rh f RL , W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.359 V 624 360 X 973 (- 7.2 BCLL: 0,00 Enclosure. NA Lu: NA Cs: NA VERT(TL): 0-663 V 453 240 R 1682 t - I3.0 Category. NA BCD 5.00 Show Duration: NAHORZ(LL). Q-016 B O 29:_ t 119 7- '- t- 72.8 , Des 65 0G HORZ(TL) 0_ 064 B X Min Brq Width Rea - 1.5 d v'lean Height: NA IfMean H Code l Misc Criteria .,.... Creep Factor: 2.0 NCBCLL: 10,00 p TCDI: NApsfiRMinBrWidthReg = 1-5 9 Soffit 2.00 BGDL: NApsf Bldg Code: FBG 2017 RES Max TO CSI: 0.816 O Min Br Width Re 15 9 a Load Duration: 1.00NryNFRSParallel Dist. NA TPI Std: 2014 Max BC CSI: 0,725 Bearings X. R, & O are a rigid surface Spacing 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI, 0,770 p 9- Members not listed haveforcesless than 3IA; Loc. from endwall: NA FT?RT: 12(0)i10(0) Maximum Top Chord Forces Per Ply (Ibs) j I: NA GCpi: NA .Plate Type(s): -- -..- - Chords Tens.Comp. Chords Tens- Comp. VVind Duration: NA t/AVE VIEW Vec 17-02.01A,1114 21 B- C 0- 2900 G- H 0- 2423 Lumber G - D 0 - 290h0 H - ! 0 - 2423 Top chord 4x2 SP #2 Dense D - E 0 -3325 1 - J 1200 0 Bot chord 4x2 SP #1 Dense E - F 0 - 3325 J - K 1200 0 Webs 4x2 SP #3 F - G 0 -3326 K - L 455 315 Plating Notes All plates are 2X4 except as noted. Maximum fat Chord Farces Per Ply (Ibs) Chards Tens.C.onip, Chords Tens. Gomp, Deflection X- W 1733 0 S R 996 0 Max JT VERT DER, : LL: 0. 36" DL: 0.34". See detail W - V 3431 0 R - O 312 -464 DEFLCAMB1014 for camber recommendations. V - U 3326 0 Q - P 315 -455 T 3320 0 P - O 317 44H Additional Notes T - S 996 0 2x6 continuous strongback- See detail STRBRIBR101 4 for bracing and bridging 5%4ttf r recommendations a 7 Maximum Web ForcesPer Ply (Ibs) Webs Tens Comp Webs Tens Comp. installed as shown with top chord up- B xs Truss be ust 7 X-B0192T - I 616 0 s B- W 290 0 R 0 - 2204 0 W-D 0 - 87 R-K0 - 1069 D - V 315 - 438 L - 0 494 - 349 G - 0 -1088 3 L i 0x 7P 1A y' g fillti s$ Sab£g$ r, d, 3Rii,Fb€ r•W 01 10 2018 WARNING'* READ ANDFOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care (n fabricating, handling, shipping, installing and bracing. Refer to and €ollow the latest edition of BCSI (Building functions Installers Component Safety information. byY TPIanSBCA) § r safety practices prior to performing these shall provide bracin per BCSI. Unless noted othe wiseaop chord shall have properly attached stnrctural sheathin 3 and bottom chord shall temporpry have a prof erly atta<,hd rijid ceiling- Locations shown for pe manent lateral restraint of wags shall have bracing Installed per BCSI sections B3. B7 or 310, as appleab e Apply prates to eachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise- Defer to drawings 160A Z for standard plate positions. ALPINE Alpine a division of ITN Buildingq Components Group Inc shall riot be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI?T PI 1, or for handllnj shipping. installation and bracing of,trussesA seal on this drawing 1listing this drawing, indicates acre tance ofproessionaTengineeringresponsibilitysolelyforthedesignshown. ANSIITPI 1 Sec.2 or cover page24t30LakeOrangeEar The sui ability, Suite 150 land useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperPoinrn<, nfonnat¢m sr,E [Pus ob ', Lnera ! >tes,9e =i i f These vveb saes. ALPINE. w x tw. a>m TPI,vww.t into . RCA wwv, sUuniiusUvc;om. hCC. wwmiccsale on} Orlando h=L. 32837 Job Number: 19795 Ply. I SEQN 562251 1 F3 , SY42 Cust RR408 JRef IW9,,4080007 7413 - B (S Family) Cry. 2 FROM CH DrwNo 074 18 1041 55660 Truss Label: F03 SN i DF 03/15/2018 9'6 1 I'l "4 24'3 9'6'* 1'74 13'1"12 1'6"12 1'0"4 2'6" 2'6"12 3" (TYP) 1 13"12 1 2'6"12 -4-1— 2'6"12 2'6"12 2'6"12 2'6"12 1X3 ==3X10 3X4 3X6 W=3X4 4XI0 4X6 1X3 A 6 C D E F G H I i K L M v II A- U —T —S R 3X10 WzH031 -23X4 3X4 4X10 4X10 4X6 3X6 20'5" Tl 0" 24'3" - Loading Criteria (psf) TWindCriteriaSnowCriteria Pg.pf,,, PsF) Defl/CSI Criteria A Maximum Reactions (lbs) TOLL. 40,00 Wind Sid: NA PS: NA Ct: NA CAT: NA. PP Deflection in too L/defl L/# Lou R U /Rw_/Rh RL I W TCDL, 10,00 Speed: NA man Pf NA Ce: NA VERT(Ll-): 0,439 E 551 360 V 1002 173 BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.790 E 401 240 P 2109 BCDL, 5,00 Category: NA Snow Duration: NA HORZ(LL): 0,056 B - 0 27 /626 3 5 Des Ld: 55,00 i EXP: NA HORZ(TL): 0.077 B - V Min Br Width Real 1-5 Mean Height: NA it Code I Misc Criteria Creep Factor: 2.0 P Mir) Brg Width Reg = 1.5 NCBCLL: 10,00 TCDL: NA per 0 Min Br g Width Roof = 1,5 Soffit: 2,00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,817 Bearings V, P, & 0 are a rigid surface, Load Duration 1,00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0,805 Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used Y(-,,s Max Web CSI: 0,911 Members not listed have forces less than 375# i Loc. from endwall: NA FTiRT12(0s10(0) Maximum Top Chord Forces Per Ply (lbs) 1: NA GCpi: NA Plate Type(s): Chords Tens -Comp. Chords Tens. Come. Wind Duration: , N , A WAVE,_HS VIEW Ver, 17,02.01A,1114 ,21 86 - C 0 -3020 G - H 0 -203 Lumber C- D 0 -3020 H- 1 0- 2038 Top chord 4x2 SP #2 Dense :T2 4x2 BE #1 Douse: D - E 0 -3589 11 - J 0 -2038 But chord 4x2 SP #1 Dense E - F 0 - 3590 J - K 1910 0 Webs 4x2 SP #3 F-G 0 35176 K - L 1910 0 Plating Notes Maximum Bot Chord Forces Per Ply ribs) All plates are 2X4 except as listed. Chords Teris,Comp. Chords Ters, Comp, Deflection V-U 1789 0 S - R 3,Yr Max ST VERT DEFL. LL 0.44" DIL: 0.45". See detail U-T 3591 0 R - Q 3128 0 DEFLCAMB101 4 for camber recommendations. T-S 3591 0 P - 0 0 _ 569 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 continuous strongback. See detall Webs Tens.Cornp. Webs Tons, Come, STRBRIBR1014 for bracing and bridging recommendations, V- 6 0 -1988 G- Q 0 -1208 131 Negativereaction(s) of -626# MAX. from a non -wind 6 - U 61 0 Q - J 913 0 load case requires uplift connection, See Maximum U - D 0 -631 j - P 0 -2447 Reactions. W., D-S 381 -283 P - L 0 -1580 Truss must be installed as shown with top chord up, vQ V R-G 774 0 L - 0 881 0 vi 6648 rATF (, Yr, R\.# 03 16 2018 DRAWING! WARNING— RIEAO AND FOLLOW ALL NOTES ON THIS WING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in falbricaliniq, handinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI jii, SBCA) or sa ety practices prior to perfodiiing these functions. Installers shall provide temporary eaTanoteothervos, bracingyerBCSI. Uni _ top chord shall have properly attached structural slbeaftsn, and pattern hord shall have a tragedy attache rad cerlin. Locations shown 0 permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 10. look" asapplicableApplylatestoeachfaceoftrussandpositionasshownaboveandoiltheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions A L Im Alpine, a division of lTW Buildin4Components Group Inc. shall not be responsible for any deviation from this dmvvin,any failure to build the truss in conformance with ANSI, PI 1, or for handlinj shippirly, installation and biasing of trussesA seal on this or wing or cover pope.. pea13723 R,verport Drive listing this Virawing, indicates acceptance of groession engineerinresponsibility solely for the design shown. The suitability and usela, this drawing or any structure is a responsibility of the Building Designer per ANSIITPI 1 Soc.2. Suite 200 Maryland Heights, MO 6304 Job Number: 19795 Ply. I Si ON 562252 T22 /SY42 Gust RR408 JRef l`a/9a4080007 7413 - B (S Farudy, Cry. i FROM CH DrxvNo 074 18 1041 57488 Truss Label: F03A So DF 03115/2018 24'3" 582298 1 Wvl_ 1 3"4, 1' 4"1-2_ "A" TYP) 3X4 3X4 IX3 W-3X4 = 1X3 A L T it is it if it it V AO AN AG J W lX3 3X4 111 X3 d11X3 Iii IX3 :[11 X3 II1X3 111X3 Ili 1 X3 III1X3 Y I X3 1 X3 11; 1 X3 JIIX3 III I X3 f 1 X3 :I! lX3 3X4 il 1 X3 O1=3X4 24' 3" .... ....... Loading Criteria psf) Wind Criteria Snow Criteria Pg,Pf;,i PSF Defl/CSI Criteria A Maximum Reactions or '=PLF TOLL: 40,00 Wind Sid. NA Pg: NA Ct: NA CATI, NAd PP Deflection in ec L;defl 1-1/# Loc R /U /Rov /Rh /RL I T C D L: 10,00 Speed NA mph Elf: NA Ce: NA VERT(LL): 0.000 T 999 360 1 AO-1 09 291 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.001 T 991) 240 AO Min Erg Width Req= - BCDL: 5100 Category: NA Snow Duration: NA HORZ(LL): 0.000 T - - i Fearing AO is a rigid surface. EXP: NA Des Ld: 55.00 HORZ(TL): 0.000 T Mean Height NA it NCBCLL 10,00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2,0 Members not listed have forces less than 375# Soffit: 2,00 BCDL. NA psf Bldg Code: FBC 2017 RES Max TCCSI: 0.105 Load Duration: 1,00 MWFRS Parallel Dist: NA TPI Srd: 2014 Max BC CSI: 0.021 Spacing: 24,0 &C Dist a: NA t Rep Factors Used Yes Max Web CSL O:033 CfLoc. from endwall: NA FT/RT 20(0)/10(0) 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1 11,L21 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal( ' drag) forcesAli connections to be designed by the building designer - Plating Notes All plates are 2X4 except as noted. Additional Notes Truss Must be installed as shown with top chord up, 001RIN111I xA V ti' Yu 1, 4ATF E o e f-j N AL 0' 16 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handling, shipping, installing and bracing, Refer to arid follow the latest edition of BCSI (Building Component SafetyInformation, by TPI art( SBCA) r sa Cry practices prior to performing these functions. Installers shall provide temporary no, braciner BCSI. Unlessrootedotherwise, top chord shell have ve properly attachedstructural sheathif i arid bottom chord shall have a progerly attach ur )idcerliny. Locations shown for permanent lateral restraint of webs shall have bracing ne ailed Per BCSI sections B3, 37 or 10 as appivab e, App, y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Rate[ to drawings 160A-Z for standard plate positions. A 10"LPINE Alpine, a division ofITWByfldinCornponentsGroupinc. shall not be responsible for any deviation front this drawing,any failure to build the truss in conformance with ANSI,' PI 1, or for handlinj shipping, installation and bracing of I seal on this drawing or cover pag e pe listing this drawing, indicatesacceptanceofengineeringresponsibilitysolelyforthedesignshown. The salability 13723 Riverbed Drive r go essiona engir and use of thisdrawingforanystructureiseresponsibilityoftheuildingDesignerper ANSI/TPI 1 c 2Suite 200 For mo,, nl Oon see "" e, Maryland Heights, MO 630 Job Number; 19795 I Ply t SEQN 562253 1 T26 SY42 i Cost R408 JRef 14h'9a4080007 7413 - B (S-Fa(nily} ir`413 - B (S-Family) -DAVID WEEKLY i Qb, 5 ' FROM: CH DrwNo: 074-18.1052.22767 Truss Label: F04 KM I DF 0305f2018 9'6" 11'0" 12 20'6" 12 9,6„ 1'6„12' 9,6„ 1612 3' (TYP) 16'12 3" 2 6" 12 — . 2'6 12 - 2'6"' 2 1X3 ==4X8 3X4 3X4 W=3X4 --4X8 1X3 A B C D E F G H I J K 1T 4 Cfi S - R Q P a N M 1'X3 4X10 3X4 3X4 4X10 3X8 4X6 W =3X4 20'6"12 Loading Criteria eosfWind Criteria Snow Criteria .ag pf ,, PSI- Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL- 40,00 Wind Std: NA Pg. NA Ct: NA CAT: NA PP Defection In too Udefl L/#i Loc R / U r Rw I Rh ; RL W TCDL: 10,00 Speed: NA mph Pf: NA Cc: NA VERT(LL): 0.463 F 520 360 S 1117 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs_ NA VERT(TL}: 0.811 F 378 240 M 1118 ,r - 3.5 BCDL. Category: NA 500Snow Duration' NA HORZ(i L): 0.059 M S Min Be Width Re 9g m t5 EXP: NA Des Ld 35 00 HORZ(TL 0.081 M M Min Bug Width Part= 1.5 Mean Height: NA NCBCLL. 10.00 9 Code / Misc Criteria Creep Factor: 2.0 Bearings S & More a rigid surface. Soffit 2,00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,464 Members not listed have farces less than 3754 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0,773 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0,777 Chords Tens.Comp. Chords Tens Comp Loe, from endwall: NA FTRT:12 (0)/ 10(0) — — -- — — ! I: NA GCpi: NA Plate Type(sy — -- B - C 0 -3498 F - G 0 -4538 Wind Duration: NA WAVE VIEW Ver 17.02 01A.1114 21 C - D 0 - 3498 G - H 0 - 3498 D - E 0 - 4538 H - ! 0 - 3498 Lumber E - F 0 - =1546 I - ,! 0 - 3498 Top chord 4x2 SP f#1 Dense 32 4x2 SP ##2 Dense: Bot chord 42 SP At Dense Maximum Bot Chord Forces Per Ply (fbs) Webs4x2SP #3 Chords Tens.Comp. Chords Tens. Cornp. Plating Notes S- R 2023 0 P- O 4546 0 All plates are 2X4 except as noted. R - Q 2023 0 O - N 4321 0 Q- P 4321 0 N- M 2023 0 Deflection Max JT VERT DEFL. LL: 0.46" DL: 0,41". See detail Maximum web Forces Per Ply (Ibs) DEFLCAMB1014forcamberrecommendations. Webs Tens.Comp. Wars Tens. Cornp_ Additional Notes S - B 0 2247 O - G 613 136 2x6 Cont nuous strongback. See detail B - Q 1631 0 G - N J -910 STRBRIBR1014 for bracing and bridging Q - D J -910 N - J 1630 0 t recommendations, Truss must be installed as shown with top chard up. f D - P 613 - 136 J - M 0 -2248 yy f a T kx"^ xa f i S $g J l A 03 16,' 2018 WARNING° READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabdcatinc, handling, shipping, installing and bracing_ Refer to and follow the latest edition of BCSl (Building functions Installers temporary ComponentSsafetyInformation, by TPI an i SBCA) for safety bracing per BLS! Unless noted otherwise,top chord shall have attache rigqid ceilin, Locations shown for permanent lateral practices prior to performing these shall provide properly attached structural sheathin and bottom chord shall have a properly restraint of webs shall have bracing insT4lled per SCSI sections B3, B 7 or 310, as applicab-e App y plates to each face oY truss and position as shown above and on the Joint Details, unless noted otherwise. (defer to drawings 160A Z for standard plate positions. Alpine. a division, of ITW Bui(din4Cornponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the truss in conformance with ANSI, PI 1, or for handling' shipping, installation and bracing of trussesA seal on this drawing or cover pa e3e . , 2400 Lake Orange Dr listing this drawing indicates acceptance of o) essionaF engineering responsibility solely for the design shown. The suitability engineeringanduseofthistrawmgforanystructureisfheresponsibilityoftheDesignerperANSItTPI1Sec.2 Suite 150 Orlando FL. 32837 F- sr r ran.r x , .cc, the vl's 4enerai vtes Pn_9.?_?_L? t c -° e e s a n N`. , vn r e t,,, of tt t r a SBA a w sbc x u4try -c r ( tiv r 4 afr JobNumber: 19795 Ply.- 1 SEQN. 562260 i T2_8 SY42 Cust R408 JRef. 1`Al9a4o80007 7413 - B iS.Farnoy) i7413 - B IS Family) -DAVID WEEKLY O y. 7 . FROM: CH DrwNoa. 074 18 1052 24 120 Truss Label: F05 ! KM t DF 03/15/2018 9'6" 19 8, 20'1 "8 9'6„ 17'8 9' 1'6"12 2,6„ _. 2'6"12 3' (TYP) 0'12 3 ` 2'6"12 2'6"12 - — 2`6"12 - 1X3 4X8 3X4 3X4 W-3X4 =4X8 A B C D E F G H I J K itx Rom' Q P O N N1 L X3 4X10 =3X4 =3X4 =4X1G =3X8 3X6 W=3X6 i 20'1" i Loading Criteria psf, Wind Criteria Snow Criteria tPa of n PSF, Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA= PP Deflection in too Ltdefl Lr# Loc R U •' Rw 1 Rh f RL ,= W TCDL 10.00 Speed: NA mph Pf: NA Ce: NA i VERT(LL) 0 457 E 515 360 R 1093 ,` - 73 BCLL: 0.00 Enclosure: NA I NA Cs: NA VERT(TL): 0.800 E 374 240 L 1107 ,- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.057 B - R Min Brg Width Req = 1.5 Des Ld EXP: NA HORZ TL : t0,078 B L Min BadWidth Re5500MeanHeightNA9 — - _ - — ( 1 - - q = - NCBCLL 10 00 Mean Height: psf Code 1 Misc Criteria Creep Factor: 2-0 Bearing R is a rigid surface Sotfit: 2,00 TCDLBCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,694 Load Duration: 1,00 n F TPl Ste: 2014 MaxBC CSI: 0,777 fvlembeis not listed have forces less than 375# MLI RS Parallel Dist: NA Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24-0 " C&C. Dist a: NA Q Rep Factors Used: Yes Max Web CSI: 0,750 Chords `ens Comp Chords Tens Comp Loc. from ondwall. NA FTiRT 12(000(0) t NA GCpi. NA Plate Type($): .......-- _ .i B - C 0 -33Q-8 F - G 0 -4 34 Wind Duration: NA WAVE VIEW Ver 17.02.01A_1114 21 C - D 0 - 3398 G - H 0 -3394 D - E 0 4C'36 H - 3a94 Lumber E_ F 0- 4342 I- J 0- 3394 Top chord 4x2 SP #2 Dense Bot chord 4x2 SP 41 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens -Comp, Chords Tens. Comp. Plating Notes R- Q 1975 6 O- N 4342 0 All plates are 2X4 except as noted. Q - P 1975 0 N - M 4173 0 P- O 4169 0 M- L 1971 0 Hangers f Ties J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Deflection VVahs Tens Comp Webs Tens Comp Max JT VERT DEFL: LL. 0,46" DL: 0.41". See detail R - B 0 -2194 N - G 582 -147 DEFLCAMB1014 for camber recommendations. B - P 1574 0 G - M 0 -861 ia` 1 r P- D 0- 852 M- J 1574 0 Additional Notes 74 D - O 5,56 - 159 J - L 0 - 2192 2x6 continuous strongback. See detail S T RBRIBR1014 for bracing and bridging, a recommendations, \ Truss must be installed as shown with top chord up. t d u Q 2' € 1 ilS*% 0" to 2018 WARNING`S READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation. bVv TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary bracingper Bnl'Unless noted ®r he wise,top chord shall have properly attached structural sheathing and bottom chord shall have a pre,perly attachd rigqid eeilin_ - Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 33. B7, or 10, jas applicab-lea Aplpy pplates to each face o truss sand position as shown above and on the Joint- Details, unless noted otherwise, Refer to ALPINEdrawings160AZforstandardplatepositions. A{pino a division of TO,' Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI fPI 1, or for Landlinq, shipping, installation and bracing of.tnassesA seal on this drawing or cover pagearty 2400 Lake Cringe Dr I isting this drawing, indicates acceptance of pro essiona engineering responsrblirty solely for the design shown. The sail ar ty 2400 t 50anduseofthiseirawingforanystructureisfteeresponsibilityofthet3uildmgDesignerperANSI/TPI 1 Sec.2. Suite For tope j)r nn,ro i E, ; .n-5 b`s : eneral i[os ^ac e a r.i U m<a w-eh s tes. 4rPINE wvv a! r (w.00 n 'n; w-a tLv t 'g—f 6CA. w ' soc fusrY..Orlando Ft_, 32837 Job Number: 19795 Ply: 1 i SEQN. 562277 ,' T34 SY42 Cost: R408 JRef 1w9a4080007 7413 - B (S.Famib) f7413 - B ($.Family) -DAVID WEEKLY Qty. 1 FROM. CH i DrwNo. 074.18-1052.25450 Truss Label: F05A KM t DF 03/15/2018 1 `Y4, 20'1 8 1'3" 4 18'10"4 1'S" 8 17 8 TYP) 3X4 1X3 W=3X4 3X4 A L Q 4 -- - li kt - li ti t t a r p - 4---_. a _ a o 9'4" r --- r AH AG ,- AC S 1X3 =3X4 1X3 1X3 1X3 1X3 1X3 .11X3 1X3 1X3 1X3 1X3 11X3 1X3 3X4 1 X3 = W=3X4 201 8 Loading Criteria (psfi 1 Wind Criteria Snow Criteria Pg Pt r PSF) Deft/CSI Criteria i A Maximum Reactions (Ins), or *=PLF TOLL_ 40.00 ( Wind Sid: NA Pg: NA CL NA CAT: NA PP Deflection in toe Lrdefl Lot Lee R U ` Rw r Rh t RL YV TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 AN 45 - 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0-000 Q 999 240 R' 110 t - t 234 BCDL: 5.00 Category: NA Snow Duration- NA HORZ(LL):-0,000 R - AH Min Brg Width Reg = 1.5 EXP:NA Des Ed: 1 55 00 Mean Hei ht: NA ft — HORZ(TL): 0.000 R R Min Brg Width Req = - NCBCLL: 10.00 TCDL: NA sf Code l Misc Criteria Creep Factor 2.0 Bearings AH & AH are a rigid surface. Soffit: 2,00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.086 BCDL: NA psf Members not listed have forces less Than 375t# Load Duration: 1,00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.019 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0,032 Loc. from endwall: NA FTtRT:20(0),110(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE l VIEW Ver 17.02 01A 111d 21 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP # 3 Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. k, J- p, nit, 2,8 4, 401yaspotm lotey k 0 "16 2018 WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO .ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin, . handling, snipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component S fety Information. by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing Per 3 St. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a properlyattacheqrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections 33, 67. or 310, as applicable Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A Alpine. a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the LPINE truss in conformance with ANSli PI 1, or for handilnq, shipping, installation and bracing of trussesA seal on this drawing or cover pa e. , 2400 Lake Orange Dr listing this drawing indicates acceptance of proeessionaT engineering responsibility solely for the design shown. The suitabilityanduseothiscawingforanystructureistheresponsibilityoftheurldmgDesignerperANSI1TPl1Sec.2 Suite oRrrmireirfonna6crscEJisob_ . EneFZE notes a. e <zi U use web sites. ArPWE. www.al nnE Cw- wm: TR`r. :vww.t mst crc _ S6CA. www sbr.c,ustrvcom, ICC w w. ccsafearc Orlando FL, 32837 Job Number: 19795 Ply I SEQN 562254 I T36 /SY42 Cost RR408 JRef IW9a4O80007 7413 - 8 (S 1-antly) aly I FROM CH Drwi 074 181047. 51442 Truss Label: F06 So / DF 03115,12018 19'2"8 1 T9" 1412 TYR) 2X4 W=3X4 3X4 2X4 2X4 2X4 2X4 2X4 2X4 23<4 2X4 2X4 i2X4 2X4 2X4 :2X4 3X4 A fel 4 Tr - it U 11 S At AH AE T 3X4 W=3X4 3X4 192 "8 Loading Criteria :tou Wind Criteria Snow Criteria iPg.Phn PSG Defl/CSI Criteria A Maximum Reactions lies), or *=PLF TOLL: 40,00 Wind Std: NA Pg: NA Ct: NA CAT: NA! PP Deflection in too L/defl L./# Lee R U Rw r Rh RL /W TCDi 10,00 Speed: NA mph PI NA Ce NA VERT(l 0,000 Q 999 360 At- 109 i 1 223 BOLL, 0,00 Enclosure NA Lu, NA Cs: NA VERT(TL): 0.001 Q 999 2401 S 57 !- 7.3 BCDL, 500 Category NA Snow Duration: NA HORZ(LL): -0.000 S - - Al Min Bug Width Req Des Ld: 55,00 EXP: NA HORZ(Tl 0.000 S S Min Eng Width Dort 1,5 Mean Height: NA If NCl3CLL: 10,00 TCDL.: NA psf Code Mrsc Criteria Creep Factor: 2.0 Bearings At & S area rigid surface. I Soffit: 2,00 BCDL: NA per Bldg Code: FBC 2017 RES Max TC CSI: 0,105 Load Duration. 1.00 MWFRS Parallel Dist: NA TPI So: 2014 Max BC CSI: 0,021 Members not listed have forces less than 375# Spacing: 24,0 C&C Dist a: NA ft Rep Factors Used Yes Max Web CSI: 0,033 Loc. from endwall NA FT!RT 20(0y 10(0) 1: NA GCpr NA Plate Type(s): i - Wind Duration: NA I WAVE VIEW Ver: 17.02,01 A, 1114,21 Lumber Top chord 4x2 SP #2 Dense Bar chord 4x2 SP #2 Dense Webs 4W SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations, Truss must be installed as shown with top chord tip. C5 S -,FL,6 c, Nov, fict, x` E C-W-3, xakph cay, 2 7 U N AV o 3 16 20 Is WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in abricatind, handlina shipping, installing and bracing. Refer to and follow the latest evil of BCSI (BuildinghComponentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary01, bracinylyer Unless noted otherwise top chord shall have properly attached structural sheathin; and bottom chord shall have a pro erlyattachenjidcalling. Locations shown for permanent lateral restraint of webs shall have bracing installed per l sections 33, BT or 910, as applicable Apply plates to each face a truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 16OA-Z fors andarj plate positions. ALPINE Alpine, a division of ITN BuildifiACornponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the ji in conformance with ANSI PI 1, or for handlinj, shipping, installation and bracing of trussosA seal on this drawing or cover page 13 723 Riverport Drive listing this drawing, indicates acceptance of o essiona engineerinresponsibility solely for the design shown. The suitability jsXanduseofthisdrawingforanystructureecSuite 200 responsibilityoftheBuildingDesignerperANSIFTPI121 MarylandHeightsMO6304laL—, aino 01 , Job Number: 19795 7413 - B (S Family) Truss Label: F07 Loading Criteria{psf) TOLL: 40.00 TCDL- 10,00 BOLL: 0,00 BCDL: 500 Des Ld: 55,00 NOBCLL: 10,00 Soffit: 2,00 Load Duration 1,00 Spacing: 24.0 " T N Ply 1 SEQN 562255 / F35 I SY42 Cust RR408 JRef I'VV9N4080007 Cry I 'FROM CH DrwNo 074 18 1041 52083 SN 11 DF 03/15/2018 1'4" 1'4" ' 10,11, 1'4"12 -- 1'4" — TYP) 3X4 A S 3X4 Wind Criteria Wind Slat NA Speed: NA rnph Enclosure: NA Category NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up Snow Criteria :Pg.Pf, PSF; Pg: NA Ch NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT RT 20(0)110(01 Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in lac L/defl L,14 VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 MaxTCCSI: 0.119 Max BC CSI: 0,028 Max Web CSI: 0,036 VIEW Ver 17,02.01A 1114.21 R 6648 ATE C' R0 A0NM- h 7,1 41444 rta'A g, 0111 1() If) is A Maximum Reactions (Ibs), or *=PLF Loc R 11 U " Rw =1 Rh / RIF / 'A, T' 110 /- / - / - 1- /137 T Min Bug Width Reg = - Bearing T is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FO' - LOW ALL NOTES ON THIS DRAA`INGt IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS juire extreme care in fabricating,handling, shipping, installing and braving Refer to arid follow the latest edition of SCSI (Building I S fety Information, lb TPI an BCA) far safety practices prior to performing these functions. Installers shall provide temporaryBE. Unless noted o herwise,lop chord shall have prop erly attached structural sheathing arid bottom chord shall have a progiery restraintiolceiliaLocationsshowntovernianentlateralresnt of webs shall have pracin installed per BCSI sections 63, B7. or 1 A , plates to each face a truss arid position as shown above and on the join Details, unless noted otherwise. Refer to50A,Zpforys standardplate positions. a division of IT'VV Building Components G I 1,1 1, or tort accertance r anystructurefrom this drawing any fallUris to build the k eal on this drawing or cover pa e ror the design shown. The abi smplityANSIITPI I Sec.2. 1040 No= 13723 Rrverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 19795 Ply 1 SEON 562256 i T33 I SY42 Cust RR408 JRef 1W9,0080007 7413 B iS Faniflyl = Oty 2 FROM CH Dr.No 074 18 1041 55458 Truss Label: F08 Sal i DF 03/15!2018 54"8 TS4 12'712 5'4"8 1'1 0"12 5'4"8 2' 6" — 2'6" 12 2'6"12 — TYP) 1X3 1X3 3X6 1X3 1X3 3X6 2X4 A B C D E F z 4 H G 1X3 3X4 3X4 3X6 3X4 12' 712 —A Loading Criteria tpsb Wind Criteria Snow Criteria Pg,Pf iii PSF1 i Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 40,00 WindStd: NA Pg: NA Ct: NA CAT: NAB PP Deflection in Inc L/cretl _/# 1 Lee R U /Rw /Rh /RL /W ---- TCDL, 10,00 Speed: NA mph Pf: NA Co.: NA VERT(LL): 0,110 D 999 360 J 682 173 BCLL, 000 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,253 C 805 240 G 696 BCDL: 5,00 Category. NA Snow Duration: NA HORZ(LL), 0,019 B - - J Min Brg Width Req = 1,5 Des Ld: 5500 EXP NA - ---------- --- - --- - 1111 " 1 - HORZ(TL) 0,032 B G Min Brg Width Red = - Mean Height: NA it Code / Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. NCBCLL: 10,00 TCDL: NA fisf Soffit: 2,00 Bldg Code: FBC 2017 RES Max TCCSI: 0526 BCDL: NA psf Members not listed have forces less than 3754 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0,598 Maximum Top Chord Forces Per Ply (lbs) Spacing: 24,0 C&C Dist a: NA ft Rep Factors, Used: ves Max Web CSI: 0,347 Lee from endwall: NA FT/RT 12(0)110(01 Chords Tens Comp Chords Tens Corno," 1: NA GCpi: NA Plate Type(s): 6 - C 0 -1654 D - E 0 -1654 Wind Duration: NA WAVE VIEW Ver: 17.02,01A.1 114,21 C - D 0 - 1666 Lumber Maximum Bot Chord Forces Per Ply (lbs) Topchord4x2SP #2 Dense Bot chord 4x2 SP 42 Dense Chords Tens comp Chords Tens, Comp. Webs 4x2 SP #3 1 - 1 1126 0 H-G 1125 0 Hangers / Ties I - H 1666 0 j) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens' Comp 'Ae b s Tons. Comp. 2x6 continuous strongback. See acted J - B 0 -1252 H - E 658 0 STRBRIBR1014 for bracing and bridging B - 1 658 0 E - G 0 -1253 recommendations. Truss must be installed as shown with top chord up, y" I& ff 4ST bNT E "DIF A s' y p p 17'X A eeR,i# 03 16 20IS WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handli% shipping, installing arid bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety bypractices prior to performing these functions. Installers shall provide tereporary bracingperBCS1. Unless noted otherwise.top chord shall have properly attached structural sheathing arid bottom chord shall have a progerly attache rigid cediny, Locations shown far Permanent lateral restraint at ofwebs shall have bracinq installed per BCSI sections B3 BT or 10, 5 mseRefertoasapplicableApeyplatestoeachwNcepofftrussandpositionasshownaboveandontheJorrifDetails. unless noted other drawings 160A- Z for standard plate positions. 04-44LPINE Alpine. a division of TW Brrldin4Components Group Inc, shall not be responsible for any deviation from this dravang,any failure to build the "I " truss in conformance with ANSI, PI 1, or for handhnj shipping, installation arid bracing of trussesA?eal on this drawing or covespa 13723 Riverport Drive The g, Patilitylistingthisdrawin, indicates acceptance of Ard essiona engineering responsibility solely or the design shown. ,pot and useof this drawing for any structure is e responsibility of the ridding Designer per ANSI1TPl 1 SocZ Suite 200 P-11inT, oh Qes 1PN Maryland eights. 106 304_ d— Job Number: 19795 Ply. 1 SEON: 562257 ? F25 f SY42 Cret: RR408 JRef. lyc9a4080007 7413 - B (S.Famllp) Qty. 1 = FROM: CH DrvNo. 074-18-1041-58051 Truss Label: F09 : S ! DF 03t1512018 1 `3" 12 6'9"4 1.3,. 12 — 5'5„8 TYP ) 3X4 A F i r1 — 4F O K 3X4 6„ 6 9"< 1 - L Goading Criteria psrl Wind Criteria Snow Criteria Pg Ff:n PSF Deft/CSI Criteria Maximum Reactions (lbs), or *=PLF TCLL 40, 00 Wind Sid: NA P, : NA CL NA CAT: NA I PP Deflection in too Ltdefl L/# (_oc R U Rw i Rh RL r VV TOOL: 10, 00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,000 F 999 360 L 53 b.0 — BCLL: 0- 00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 F 999 240 L' 102 I- ?- 72.5 BCDL: 5, 00 Category: NA Snow Duration: NA HORZ(LL). -0.000 B - - G 61 2.8 Des Ld 55,00 EXP: NA --. HORZ(TL.): 0.000 B L Min Brg Width Reg = 1 5 NCBCLL: 1C. 00 Mean Height: NA it Code / Misc Criteria Creep Factor: 2.0 L Min Brg W idth Reg = - TCDL: NA psf G Min Brg blrldth Reg = 1.5 Soffit' 2, 00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC SI: 0.117 Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Sid: 2014 Max BC GSI: 0.028Bearings L, L, & G are a rigid su ace. Spacing: 24. 0 " C&C Dist a: NA it Rep Factors Used: Yes Max vVeb CSC 0,035 Members not listed have farces less than 3754 Loc, from endwall: NA FT/RT:20(0),/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE VIEW Ver: 17.0201A111421 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up - I so l I i A* IFE s NAk 03 10 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing_ Refer to and follow the latest edition of BCSI (Building Component SfetyInformation, byY TPI an SBCA) r satety practices prior to performing these functions Installers shall provide temporary, bracing per BSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceilin, - Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 10, as applicabe. App y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A Z far standard plate positions. Alpine, a division of ITW Buildin C<1r11ponents Group Inc. steall not be responsible for any deviation from this drawing,any failure to build the uss in conformance with ANS€r Pi 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing indicates acceptance of prd essiona9 engmeerin responsibility solely for the design shown. The sui4ability Suite 200 and useofthisdrawingforanystructureistheresponsibilityofthewildingDesignerperANSI/TPI 1 Sec.2 or rere: nfmmt t n s.e. t.is oaa .er--e.'a es aa9e a a riese web SteS Ai -PINE «4w alp re ,w.ccs. -PI x-fl ut,Ilf SBCA wnvw sh,t,,A Mai -viand Heights, NO 63041 Job Number: 19795 Ply 1 SEQN 562258 r T2 7 1 SY42 Cost RR408 JR f lW9a4080007 7413 - B iS Farnfly) Qty. I FROM Girl DrwNo 074 18 1041 55535 Truss Label: Flo S N DF 03/1512018 1'5"8 4'6" 12 VY8 3'1 "4 14"12 1'4" — TYP) 3X4 A E f I F 3X4 4'6" 12 Loading Criteria psf Wind Criteria Snow Criteria rig ,P,,,, PSF, DeflICSI Criteria A Maximum Reactions (lbs), or *=PLF TOLL: 40,00 Wind Sid: NA Pq: NA Ct: NA CAT: NA PP Deflection in too -,dep Lat Loc R U Rw Rh i RL I W TCDL: 10,00 Speed: NA inish Pf, NA Ce: NA VERT(LL): 0.000 B 999 360 J 62 173 BOLL: 000 Enclosure: NA Lu NA Cs: NA VERT(TL): 0,000 B 999 240 j, 108 147.5 BCDL: 5,00 Category: NA Snow Duration. NA HORZ(LL): 0.000 8 - - J Min Brg Width Real = 1,5 Des Ld: 55,00 EXP: NA HORZ(TL): 0,000 6 J Min Br g Width Re - NCBCLl-: 10,00 Mean Height: NA p Code / Misc Criteria Creep Factor: 2.0 Bearings J & J are a ngral surface, soffit: 200 TCDL: NA Psf Bldg Code FBC 2017 RES MaxTC CSI 0,103BCDL: NA Psf Mernbers not listed have forces less than 375# Load DUralion. 1.00 MVVFRS Parallel Dist: NA To Sid: 2014 Max BC CSI 0,021 Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI 0,024 Loc. from endwall NA FT/RT:20(0)/10(0) 1: NA GCpr NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01AA 114,21 Lumber Top chord 4x2 So #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord LIP. go 1SFs'N I k 461" X. Z IS A-1- s CrE2,8 o`xxa"'a,M%UVo1 011 16 2018 WARNING** READ AND FOLLOVV ALL NOTES ON THIS DRAV./ING1 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fribricatirij, handling, shipping, Installing and bracing. Refer to and follow the latest carbon of BCSI tBudding ComponentSafetyInformation, by TPI anSECA) fbr safety practices prior to performing these functions, Installers shall provide tempora bracingyer BCSI. Unless noted othersvise,top chord shall have properly attached structural sheathrn( and bottom chord shall have a pro Ply attache radceiliny. Locations shown for pernianent lateral restraint of webs shall have bracing ins alled per BCSI sections B3, B7, or 910, as appleabe, Apply ,Iates to each face at in Lae and position as shown above and on the Joint Details, unless noted otherwise Refer to L P" 1 drawings 160A-Z for standard plate positions. A Alpine, a division of 1TW Buildin Cornponenlrs Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSli PI 1, or for handlin4, shippiny, installation and bracing of l seal on this drawing or cove' P' listing thisdrawing, indicates acceptance of responsibility solely for the design shown. The swfflbility 13723 Riverport Drive t go essiona engineenn urespons and useofthisdrawingforanystructureiseresponsibilityofthewildingDesignerperANSIITPI 1 Sec,2. Suite 200 mard!hesE ALP NE f, cone. TPI--ww t t .: ,. Sgcvvr shot d .w .ci=,, a. vntiw r „sates Maryland Heights. MO 63Q4" Job Number: 19795..... , Ply 1 SEON. 562259 T31 :' SY42 Cush RR408 -Ref- 1W9a4080007 7413-B IS Family) iQty 1 FROM CH DrvNo: 074.18.1041-53707 Truss Label: F11 SN I DF 03/15/2018 119 2X4 3X4 2X4 A B rl_ r F _ -- E Drt 2X4 3X4 3X4 Loading Criteria o> ri Wind Criteria Snow Criteria P e s n PSF Defl1CSI Criteria Maximum Reactions (Ibs) TOLL; 40,00 Wind Sid. NA 1 Fig: NA Ct: NA GAT: NA) PP Deflection In loc Lfdefl Lf# Lac R U Rw r' Rh / RL r W TGDL: 10-00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.012 E 999 360 F 540 i - 3.5 BOLL: 0-00 Enclosure: NA Lu: NA Cs: NA VERT(TL)= 0.023 E 999 240 D 540 - 3.5 Category: NAMinBrg F _ NCBCLL 10, 00 Mean Height: NA if Code f MiscSnow l Criteria _. Creep Factor 2.0D Scaring, B c& Width arWidta rigid i1.5 EXP: NA Des Ld 55 00 ) Rest = 1.5 are a rigid surface. TCDL psf Bid Soffit: 2.00 BCDL: NA sf 9 Code: FBC 2017 RES Max TC CSC 0.186 p Load Duration: t00MU ` FRS Parallel List: NA TPI Sid: 2014 Max BC GSi: 0.438 Members not listed have forces less than 375# Rep Factors Used Yes Max Won CSI: 0.168 Maximum dot Chord Forces Per Pie (Ibs) Spacing: 24-0 " C& C Dist a: NA ,t - Chords Tens Conrp- Chords Tens. Comp Lee_ from endwall: NA FTsRT: 1 2(0)/l 0(0) — — - i: NA GCpi: NA I Plate Type(s): _ _ _ F - E 396 0 E - D 396 0 VVind Duration: NA WAVE VIEW Ver. 17 02.01A.1114 21 Lumber _ Maximum Web Forces Per Ply {Ibs} Webs Tens.Comp Webs Tens Comp Top chord 4x2 SP # 2 Dense Bot chord 4x2 SP # 2 Dense F - B 0 - 4H0 B - D 0 -490 Webs 4x2 SP 93 Special Loads Lumber Dur. Fac.-1. 00 i Plate Dui.Fac =1.00) TC: From 100 pit at 0,00 to 100 pit at 4.00 BC: From 170 pit at 0,00 to 170 elf at 4,00 Additional Notes Truss must be installed as shown with top chord up- I i tss 77 v elfR N +i A * ifEd B pkxatS "$ R 0>,'16 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSi (Building Component Safety information, byvTPIandSBCA) or safety practices prior to performing these functions installers shall provide temporary bracing per BCSI. Unlessnotedotherwlse,top chord shall have properEy attached structural sheathing and bottom chord shall have a pro erly attached niid ceiilnq. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 at , as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise- Refer to drawings 160A Z for standard plate positions. ALPINEI Alpine, a division of iTW Buildin Components Group Inc shall ;lot be responsible for any deviation from this drawina,anv failure to build the truss in conformance with ANSI, PI 1, or for handling, shipping, installation and bracing of trusses# seal on this drawing or cover page 3723 Riverpon Dave listing this drawing, indicates acceptance of pro essiona engmeerin4ct responsibility solely for the design shown The sur ability and use of thisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2 Suite 200 Pcr ,, cee-nfo«afru fee this rb _ . eceral o€es rac e a ry ticse w,ic saes iiLPINE ,wV.v aiU E tw.an. T-=i w;vw.t r st SFCA www.sDc, dus, _a. i. ;::. twa+ , a-- o;q Mariland Heights, MO 6304- Job Number 19795 Ply 1 SEQN 562261 t T32 SY42 Ciist R408 .Ref lWAa4080007 7413-B i3l`arn,lyl;7413-13 (S Family) -DAVID WE17KLY Qh, 1 FROM CH DrwNo 074 18 1052 29743 Truss Label: F12 Kid .1 DF 03/15/2018 Y, 3" fan_ TYP) 3X6 3X6 3X6 A B C 1_4 E D 3X4 3X4 S8"8 Loading Criteria psf) Wind Criteria Snow Criteria :Pg,Pf in PSFi DefIlCSl Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Of: NA CAT: NAI PP Deflection In too L/clefl L/4 l Lac RU Rvv t Rh t RL i W TCDL: 1000 Speed NA man Pf: NA Ce: NA VERT(LL): 0.012 B 999 360 E 852 /3,5 BOLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.021 B 999 240 I D 743 BCC L: 5,00 Category: NA Show Duration: NA 1 HORZ(LL), 0.002 D - - i E Min Bug Width Rog =1.5 EXP NA Des Ld 5500 Mean Height: NA If Des ' TL): 0 002 D D Mir, Bug Width Reg NCBCLL. 1000 TCDL. NA psi Code / Misc Criteria Creep Factor: 2,0 Bearing E is a rigid surface Soffit 2.00 BCC L: NA psi i Bldg Code: FBC 2017 RES i Max TC CSI: 0,690 i Load Duration: 1.00 MrPjFRS Parallel Dist: NA TPI Std: 2014 Max BCCSI: 0,190 Members not listed have forces less than 375# Spacing: 24 0 C&C Dist a: NA ft Rep Factors Used: Yes Max V,eb CS I : 0.154 Maximum Bot Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT: 12(0)110(0) Chords Tens Comp 1: NA GCpi NA Plate Type(s): E - D 542 0 V,' ind Duration: NA 'WAVE r VIEW Ver 1T02,01A.11 1421_ Lumber Maximum Web Forces Per Ply (Ibs) Webs Tens,Corup, Webs Tens. Comp. Top chord 4x2 SP 41 Dense T2 4x2 SP #2 Dense: Bot chord 4x2 So 42 Dense A - E 196 -679 B - D 0 -602 Vcebs 4x2 SP # 3 E B 0 -614 C - D 0 - 6 22 Special Loads Lumber Dur,Fac,= 1 00 ,` Plate Dur.Fac.=1,00) TC: From 50 pit at 0,00 to 50 pit at 3,71 BC: From 5 pifat 0,00 to 5 pit at 3,71 TO: 696 lb Conc. Load at 0 73, 2,73 Hangers / Ties J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up.§,fiSte= r. sl4 I SIATEg N eV y 5, nASq) NA" ll- tf) 0110 2018WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI {Building Component Safety Information, by TPI an(, SBCA) f6r so Cis practices prior to performing these functions, Installers shall provide ternporary, bracing per BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proEerly attache racceding. Locationsshownforpermanentlateralrestraintofwebsshallhavebracingins;Ulecl per BCSI sections 63, B7, or 10. asapplicab)e. Apply , Iates to each face of truss and position as shown above and oil the Joint Details, r it, less noted othe rvins'e, , Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of IT',sf Buildir$Cornponents; Group Inc, shall not be responsible for, any deviation from this drawing any failure to build the truss in conformance, with ANSI/PI 1, or for handlinj shipping, Installation and bracing of trussesA seal on this drawing or cover page listing this draiindicatesaccortanceof )esstona engineerinresponsibility solely for the design shown. The suitability 2400 Lake Orange Dr and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 r 1pn4!,)'n SBCA — `0 wewv r fr c Orlando FL 32837 Commentclry; Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads, Providing camber has the following advantages] Helps to ensure level ceilings and floors after dead loads are applied Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses, Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'clips' In roof ridgetines at the transition from the gable to adjacent clear span trusses Designer, In accordance with ANSI/TPI 1 the Building through the Construction Documents, shall provide the location, direction, and magnitude of all toads attributable to ponding that may occur clue to the design oF the roof drainage system. The Building Designer shatt also specify any dead Load, live load, and in-service creep deflection criteria for flat or Low-sLope roofs subject to poncling The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration, L = Span of Truss (inches) D =:Depth of Truss at Deflection Point (inches) Recommended Truss Reflection Limits Truss Tvoe L/D Deflection Limits Live Load Total Lewd Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses Truss Pitched Trusses Sloping Parallel Chord Trusses Flat Roof Truss The following talotes are provided as guidelines for limiting deflection and estimating camber, Conditions or Note; TI, codes may exist that require exceeding these ti, recommendations, or past experience may warrant more stringent timitations. aim NO-NIip MOM 24 0,75' (horizontal) 1,25' (horizontal) Recommended Camber 1,00 x Deflection from Actual Dead Load 1,5 x Vertical Deflection from Actual Dead Load 0,25 x Deflection from Live Load) + Actual Dead Load x Reflection from Live Load) + design Dead Load Deflection) a considerably less than REF DEFLEC/CAME DATE 10/01/14 DRWG DEFLCAMB1014 STRONGBACK BRIDGING RECOMMENDATIONS imp -AU scab -on blocks shalt be a minimum 2x4 BUTT STRaNGBACk< BUTT TOGETHER tress railed lumber,' g Alt strongback bridging and bracing shall be a minimum 2x6 'stress graded tumber,' 4' The purpose of strongback bridging Is to 01 ATTACH SCAB WITH 10d BOX/GUN develop load sharing between Individual trusses, 4' -0' 2x6 <0.128'x3.0'> NAILS IN 2 ROWS AT resulting in an overall Increase in the SCAB 6' O.C. NOTE a IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown inFORATLEASTONETRUSSSPACING STRONGBACK BRIDGING SPLICE RETAIL details, is recommended at 10' -0' o,c, (rux.) NOTE; Details 1 and 2 are the preferred attachment methods The terns 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lad COMMON .--' 0.148'x3') NAILS OR important structural requirement of any floor 4) 10d BOX/GUN w or roof system. Refer to the Truss Design 28'x3.0') NAILS J Drawing CTDD) for the bracing requirements for each individual truss component. 'Bridging,' o particularly 'strongback bridging' is a 0 p recommendation for a truss system to help o0 control vibration, In addition to aiding in the distribution of point Loads between adjacent truss, strongback bridging serves to reduce STRONGBACK BRIDGING bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point Loads, such as footsteps. Up to W None re aired to2V1MIli OF The performance of all floor systems are 2> lOd COMMON <0s48'x3.0°> OR By to 2 rm a of u) enhanced by the InstaLtation of strongbackBOX/GUN (0.129'x3.0') NAILS AT 2x6 (MINI ) STRaONZO K Xto a 0 i pdrrW TOP AND BOTTOMOF 2x4 RESTRAINED AT EACH END. 4V .c V a. bridging and therefore Is strongly recommended SCAB -ON BL K. ATTACH by Alpine, STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS For additional information regarding strongbackOR (4)10d BOXIGUN <0,128NAILS, l {) bridging, refer to BCSI (Building Component Safety Information). a ° o sT S yj F ATTACH TO xyrrpl, 2) B10 3' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES i WW REAM AND FOLLOW ALL sa = ON THIS uwv90 a d-- DVERTMT FUfAe[SM TM SWWM TO Ali L30VACMIRS iAL3. MMG TW BaTBl.i.E&S, z Truss.s it f.brk t.gg, h.r WC, R.t.r C 1 PSF 'REF STRONGBACK F"' +n r i r q." ..trans cnr. and or f tr,. intt of c t S f.ty TPT a w fnr .tY t / C Dl PSF DATE IOf01/14jdpr.ctk..s to s. forc s prov p- a»ziirated Y ett..h d r ..0 r nt o fore .,ant mti.. a 1 01 PSF DRUG STRBRIBR1014 7&. sh.0 h.— lo,= p 4tst."a Par sx 33, 37 or 910, ns np0k.W . AWy Plats to ..ch of try n , pos lion .. 0h .bo...nd on th. J k t a.tna., r". noted otr>.p.. PSF Li 13— K.3.r to =UVs MA-Z Fm st..k d pAnt. positon.. TTV aAoh+o Cwpon.nts croup I— for d.vl.tipri 7R' B A4*., n alvisbn of sh" —t b. rasp—W. sV gxi"`'i LD, PSF ANthbd`'rn m„ kV y. f n ss to "d th. tru1 i c f ..ith AML TF1 L or fforS b "' ' ko t. a.,Uor I, DPC of tr--. 2°y j A s..1 on *ft das4hy Q' C6Yer'P ik 1% tHs d—kv, t..i-1- .CCYptares 84 proFesah.oi "Mi 72, t i,,, for to Y for 11* lob Iof "DUR, FAC, 1,00 v 9 e is For b forratbr sae rotas and these a ,0 tA., yia s H y its MJ h' J43 ,pcb's ALPM e. o .aoro TPA, „e. Sacs ... Y.,v = ...A —IRO I SPACING CLR Rein -Forcing Member Substitution This detall Is to be used when a Continuous Laterat Xestraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. This detail Is only applicable for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- ReInf, Scab ReInf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2X8 1 row 2x6 1-2x8 2X8 2 rows 2x6 2-2x6OK) T -reinforcement, L-reInforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's seated design. W Center scab on wide face of web, Apply (1) scab to each Face of web, T-Reinforcement or L-Reinforcement; Appty to either side of web narrow faco- Attach with 10d (0.l28'x3,0',mIn) malls o,c, ReinforcinIll g member Isaminimum80% of web member length. i W#MWG— RW AM F3.LW ALL W= DN TM MAVM OrWTNfr_ FUNMH -0m WAVM M XL CUORACMRS DeLLCM nE DWNADM T—r*qu,—"b— i fz W-k_.t*V, h—ft'g, 0*,P:T_Z1. %I U_ Vw Wk—i 1 dtin =(BAd q C-w—t Safety I m trw fcr of14— prior to 9—formkV 1)- f—bo— 1+ taHvrs shall proAde = bro= p LK_ noted th-Om top Chord sh%U h.- prop.,Iy tt..hwd t—% 4*V =& O. A h—o * pnop.Hy ttd).d X 0.— f— p—t k.t—;a 01- t= W., to 4- VSOA-Z for st .. W" pt.,_ P—M.— AN ffWODA~ A4* 0, 4 of ITV C P-artz C-* IM, OVU rot tO P-WbW for —Y w-UV- i thl, d ku I V- k, ANSI/Tm L for h4mOM;, anyfoA = -f- wft p ShtpW%;, P UsOV ttft dr.WQ, hd—t- —pt— cF i S.C.Z YofFor Horn trsforarottem erath'. J.W. 9-1 t_. -b Sb= t"Yda NLKHe -tpkwft. TPD _tPkt_V SBCX V 1CO —A.—f-9 FQ 7 1 'S4* I T- ReInf. or L- Reinf, KOM L X` is0 L D V- DUR FAC, SPACING T- Reinf. L-Reinf, I PSF REF CLR Sulost. PSF DATE 10/01/14 PSF DRWG BRCLBSUB1014 H I 7- Z I c I :_- 1 :- 3: H- c Lj LJ J Lj 0 z L-i 0Ul) Li to ULJ cr- LLJ 0 z 0 CL 0 5 0 < 0 Li u cn CID LLJ a_ LJ 2, L_ z Li c::, 0 I a CD _ j j Z < F— LL_ L_J L_ __j cK_ LLJ 0 L-j 0 LLJ CL n, U 171 LIIL-i z Lj Z V) — CD z Li 0 0') < LI J al ii 0 CL 0 Li L_ Lj 4'4' — 15 1 4 . ffm m 1ST FR TRUSS LAYOUT m 4 1 4 - - - — --------- __ 6'4*-- 19'4"- 2 INID F- L 0 0 R T R U "'S' LAYOUT SHINGLE LOADING 139 m.p.h. WIND 2 EXPOSURE B 6 4- 3/16" HEEL BRG. I OVERHANG PLUMB C"L-1 TYP I C A L_ -11-RUSS LEAD REARING HEIGHTS HANGER TAKEOFF 9'- 4" HEIGHT7) HUS26 110) 1-HA422 19'- 8" HEIGHT 0'- 0" HEIGHT 0'- 0" HEIGHT IN 0 1IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCH! TEST TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEDANG. SPECIAL CONSIDERA_nONS FOR MECHANICAL EOlj,pNN_NT, AND/ OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICA-DON. THIS A COMPANYISTRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1- 1995; *DESIGN RESPONS011 -f FES". ACCORDINGLY, IT DISCILAIMS ANY RESPONSIBILITIES AND/OR :'AB. -I11-1 FOR THE CONS,"RUCTION D ' E SIGN, DRAWNGS, DOCUMENTS INCLUDING THE INSTAL-ATION AND READING OF TRUSSES MANUFACTURED BY THIS COMPANY, v v CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT SPACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE. MANUFACTURER, OR TRUSS MANUFACTURER. PRSONS ERCTNG TRU GOES ARE: CAUTIONED TO SEEK PRC CIFES ALADVICE REGARDING ERIC- 90N BRACING W,-qCH IS ALWAYS RE REQUID TOPREVENT TOPPLING AND DCMNOINr DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLOA DONE SEE GUIDE TO GOOD PRACTICE FOR HANDLING, US I 17ALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB OSTON WHIERE NO SHEATHING IS APPLIED DIRECTLY TO TOP ANDYOR, BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED GIN THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDI.D WTH ZASONASLE CARE DURING ERECTION TO PREVENT DAMAGE OR INJURY. A I I TiENTION APPROVALOF THIS TRUSS Ly_,YO: COT isNECESSARY KEF: 0I 'FABRICA 7 ON CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING COND :71 iONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES Wil- L BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCI, Ull -,-, PAN TRtT'S'S Co. 407-321-1, 140 386-872-5098 /3,52-5,',7--4901 LONGWOOL) 1 ORS10ND BEACH /IvIASCOT l-E CUSTOMER DAVID WLE-EKLEY HOMES JOB NAME 7413 — B LOT/BLK/ SUBDIV L 0 T 16 REAGAN POLITE SCALE DATE 1DRAWT—BY JZOR NUMBER Z15-18 ICRH 119795 Product Approval Specification Permit# 5 8 5 k Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or . 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 i Product Florida Approva Description include decimal) 1. Exterior Doors Swinging PGT SH-200 FL 251-R29 Aidingi T herma Tru Classic Craft FL 15 2 2 5 - R 4 Sectional I Amarr Summit OS1000 FL 5302- R8 Roll Up Automatic Other 2. Windows ISingleHung Silver Line by Anderson 1 Extruded Vinyl Single Hung FL 19715.1 R4 Window Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL 14998- R3 Window w/ Nailing Fin Casement Double Hung Silver Line by Anderson Extruded Vinyl Single Hung FL 19715,1 R4 Window Fixed Silver Line by Anderson Extruded PVC Picture Window rFL 14918.4 R5 w/Nailing Fin JUnc 2014 Awning Pass Throu h Projected Mullions I Silver Line by Anderson FL 6067 R7 Wind Breaker Dual Action Other Ca t e g o ry S u- - 6 -c-a-t- - e -go-r- y Manufacturer Product Florida Approval # Description including decimal) 31 Rame _1W_____a_ 1-1 s___ Siding James Hardie Building HardiePlank, Cemplank fiber -cement FIL 13192,2 R5 Products, Inc, lap siding Soffits I James Hardie Building HardieSoffit Panels, Cemsoffit FL 13265.1 R3 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels I Other Aluminum Coils, Inc. Aluminum Soffits FIL 12194 R-2 I 4.13,o fi Products - -- ------- Asphalt Shingles GAF Materials Corp 1 Fiberglass reinforced 3-tab, FL 10124-R20 laminated, 5-tab and hip/ridge 1 asphalt shingles Underlayments i Interwrap, Inc. Rhino Roof FL 15216-133 Roo fing Fasteners Nonstructural Metal Roofing F—W—ood Shakes and i Shinq se Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen r Single Ply Roof Systems Roofi slate Cements/ Adhesives i Coatin June 2014 Liquid Applied Roofin stems Roof Tile L adhesive T - --- I Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMi 2B Off Ridge Vent FL# 16568-R1 Other- Category 0 Subcategory Manufacturer I Product Florida Approval # Description include decimal) 5. Shutters Accordion I — Bahama I Colonial Ro I I u p Equipment i I L other 6. Sk light Skylights then - -- i T, Structural - Components t-- ---- - - -- - _ Wood Connectors ( Anchors Truss Plates McTek MT2ii FL# 2197-R5 C Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 I i wiling Coolers/Freezers Concrete Admixtures- fi-- - - Precast Lintels I CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels i FL 158-RlO Insulation Forms Mastics deck f Roof Wall -- - 1 _ Prefab Sheds Other 6. New Exterior Envelope Products iLine 2014 P Applicant's Signature Applicant's Name Please Print) June 2014 U, M11 10200 Eastport Road Jacksonville, FI 32218 877-3_58-7663 Off Ridge Vent Installation (with orl A. Preparation lot prepare roof tor installation it wil he no:Qcssar\ to determine ho\4 many and Mlat t)pe of \cni", till be needed 6r the project. Oft'Ridgc, Ventilation should be installed as cle'll) ws possible across the root'section The root' rent should be installed a minimum of6- offthe peak ofthe ridge, Cut out sizes are located Moss in Table 1-1, EMPORTANT NOTE; DO NOT CUT INTO RAFTERS OR TRUSSFS, When installing vents oil an existing sh ingle roof relnose shingles, front the sides and top of the opening. Renime any nails that interfere lSjtfi jostFjllijj, be sell,, 'I'llis t}picalt,> includes flails that are to be 3" \sithin the bode c)j'thc vent. Shingles and e\isiing nails ,hould remain oil the bottoni >lope lip to the cut olpeoling Roof cenicni is necessary around the perimeter of the underside of' tile vent to seal it to the underlaynient or shingles. The cement should also be installed on, the 4cw winpictely cove r back and side flangcs_ Fbe cement The lo ler portion of (he vent should alreadyshouldtiex,- thick and should extend 2" onto the have shingles installed up to the Cal ep,ujiugI lie portion of the ,ent should sit oil the root' cinnent. Shijigle, ihould be installed on the back and iii.1c IlangeS of tile \cat, eAjj ouh .areas should be cmered lvith B, Opening, Positioning The cut opening should he positioned a inulaolull, of 10 ' [rolo the back CLange, geThis ltlkms a illininilln, clearance of 2-112" front the rool- to the top of the Bent, The; sent should he centered horizontal[, oler the opening. Off Ridge A ent Installation Chart Len? th 2 et Frev krea (,, ink -(:It _01t sire 46" x 2-1,2" 4' 6' 175 70" x 2 - 1 ;2- 8' 1-35 94" x 2 - 1 12" 10' 295 11 S" 'i 2- 11;2" C. Fastening of the Off Ridge Vent Fusing detachable baffleattach the baffle be sliding it onto the toiler flange of roof vent. Care should be taken to see it is flush tNill, front flange of vent. Secure as indicated of drawing. 2) Fasten the top. Side, and li)\sCr flange i0h a niininluin of I-t;'T' ring shank nail 4" on center. The nail should be I - 1 '2 Inches troni the edge of the flange and I - l,2" front the comen, or the vent. Nail "rust tle,,4STM F1667 compliant it, accordance ivith Florida Building Code Section 15. Millennium Ivlctals manufactures off ridge vents in the tollomng gauges Of steel & 3111111ioull' lilarlinuln available lvith cterachcable bujjw un,'O, ,\fiich meets the requirements of the 20 10 Florda Building Code ( chapter 15), F16 galugle (, 0179 min) AZ 5 0 Acr} lie ' 'allied Galvalume Steel I hfigauge ( 0179min) ASUM A-653 Steel G-90 Commercial Steel Ttipe B_ L,ajjlte ( 01 79min) ASI"M A-?55 ptd Steel Conamerc-ill Sleet r_L_B 1"M 11_ 209 IM, add JO- Awbi, "/)7, dol, to MILLENNIUM METALS, INC. ou t2, Ilia, EMW ltk L— 4" NAIL 4' 0,C. t"t Qv'leu kr—tu M: q4 rQP F rAGjj r4pfsrP, qATi 0_-"C DA-r-C ONTO L'AR ti 00 1 ;ENT -VA t ME E'VA! 6-NL- GIJ": N W'w Attic LU.Al LN HA*-C. FF i E E T AVAILABLE COLORS (CIRCLE SELECT) R LJ L z4 -- , -, , , j o- JV )J Spealca,Lj E:,rrur—turci E=nq1nL-t-r1nq 11v t,,(: -jt ,-! Evaluation Report MM) Off Ridge Vent & Attached Permanent Baffila Man factu re r: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.2 R1 Florida Building Code 06th Edition (2017) Per Rule 61G20-3 Method: 2 - gB Cateory: Roofing 0Sub - Cateaory: Roofing Accessories that are an Integral Part of the Roof System Prepared by: James L. Buckner, P,E,, SECB Florida Professionil Eirbg ln er 4 31242 iorida Evaluation ANE: ID: 191.6 Report No. J7-j96-,N/!k1!-VPB-FR6 D a I-e L 7 Evak,, alior Rl—,jor 7 Milvl! Of! I Ridge V e Ent A,, Iadhed Permanent Ba fle SI--- ti-1 or Aiurrirtim Wood Dect 3 No 3'242 44/ - N 20, 17.! 21 3) -05 00 r- EW "M If' 1? 4`0 Manufacturer: millennium siletak, Inc. FL T FL 1067.2 RI 01 V t L2 / a ! 17 4,,,V No L74)?%Q, VPJER5 paq 2 oF7 00 V D, w C CO- nn w 4 A 0 a M 1 no n 10 6 ; Product Name: Nuvii Off Ridge Vent & Attached Permanent Baffle Product Category: R v o F i f oofing AC,,0S3.,1,!eS r,j- tar-. an integral ,)ar or the RoofingProductSub -Category R Compliance Method: SL,]r P-,)d,,cl Appr-,),jal Rile 61C-i2,)-3,C';05 (2) (b) Product /Ustern 5,1 0i off RQ . j,. , Al L(Z Ac,,-ed Pe!-ar,nt Baffle Description: S,,i<! ---,,r iiurricurr of rdgi vent & wached per-nanent ba,'fle fc( :i i"' C'?'. e, nwjT, 3Vmhed to pQwood Jec,(- Product Assembly as R"Ir to p3g, I of tra r000l fcr product a,-_;seirb-/ for Evaluated: arnnxi avuhmem: 1 COO Roge Vor, 2 PeriwenZ BaWo 3 FaWarns a Roof Cemert Support: Type: lbood Deck nqocr* - i,)d it tD nOW "M9 A ow" "a supe Dealripton: gi I : /3 2 C.( , -, -j t 2,- d, or ; vc0d, oiark i "n spnot gawo & 3 12' 2 12 X Che"Y Pedorma" e: ihnd Uphp paxant RawAMC2 70 PSF tr How me i "a I I AW of2 w ' FL 4: FL 195672R1 Day. 12/15/17 A . ReporxNu 17l'W/P8'ER6 Pa e 3of7 cauc<.mccpmyurav'^ummvnmm*m v o ea mrherp9c m,maneSLondardcThehzUovngtecpwhintenrofchecodeas , h| s producz ixnocaddressed spcclicaUy in Me code. w ASTM E330-02 — Stondbrd TesL' N1ei!hodfov P,,T-fbnnonce cfEv ro/ oKAdo x Duorc Sky8Bh and Cu/row kKo0 by Un bnn I000t Ponu,e DVƒawnce CodeCnmpUamce: The p'oducr descnbed herein has demonstrated cumpUancc with F!onda ode6th Edition (ZOl7)'Section 1708l Eva|uadnnReport TO product evaluation iu|imaed to comp|iaoce with the struccural requ|remeni:3 of Scope: the Phonda Buking Code, as re alld to the scope sevton to FArda ProAxt ApVov-11 Ru{e 61,G2D' 3,O011. Umitationsand ° ConditionsofUse: Thd eva| uur| on repoi--, h»/ ^Opnona| Statewide Approva|^ conram3 r chn/ca< documenotion' spec;McaUons and inscaUadon m hod(a) hich mdvde L/m|utions and [ ondkmns ofUe, chou,houtrhe report' in accordant, w Ru|e6lG2O'3OOS Per Rio 6lGZ0'3--GA, the F|or:da Bu/|dmg[ommusionis'he author ry,oapproveproduosunder ~Opmona: StarewideA9provai^ f` w i | "project speci capprova/ Ru| e Gl5ZO-3 OO5(l}(a) aUovvs eoQmeer n ana yus for by the |oca| authonoes having m accordance ejith the a|temacc mm'hods and maeha|s ouinunzm in ne Code" Any modi5cauon of the product aseva|uared in thin repul and approved by the F|orda 8ui|dingCommissim io ousidcWescope okhkeva|uaoonand wiUbecheresponsibUitynfothers, ReMr to apA|icaKa bui|dinQ cude sect/ on [orvenu|atiun rcquiremenos, Designo[p/stemis scopeo[rhisrePor', He Oassificabon is onside che scope of We 6lG2O'3' and o Lheefoe nor inc|udedinchoeo|uadon w Thiseva|uadon repon does notzva|uaca Meouco[: h/, product for in t-he High Va|oritvHumcaoeZo^eoodeseoom(Mile &8n vsrdCounties) Owa|ityAs urance: The manubc urer has demonscrscad on.p|ianre of roo cnmponencs in accon]ance w`th rhe F|orida Bui|dio#[oM and Roe AM M05 (3, fornnanWactunngunde/a muaUtyussuranca orogram audited bvanappro«edqua|irvasuranceenn,yvx/ouQh KeystoneCmrtiMcations'Inc. (F8[4-U4132J> FL FLI9S672Rl Paw No DER8 ply 7 Structural RidgeVent: KJKJ| Off Ridge Venc pmponents/ iMo,erim|s Steel by Manufacturer): Thickne,;c ZGg"ge (minl Yie| d S rength: 40ks| min. Couomon Rasiscance: Ahmmum ZincCoated 5cae| pe/4STM 4792AZ50\o/ Ga|vanoedSr? e|perA5TrWA65 3G-9O,o/ Pre'uainod Rce| perASA! A75S or Per F8[Sectinn 1607.43 A|urn inum Thichncss 0,025^( mm) XUoyType 31,015' H14 CorrosionRauistanm mcomp|iancew| thF8CSeczinnISO7.4 3 Nnmina|D/mcnsmns VViW I|" Heighc 4-1/ 2" Lengihz 1' 4'' V 8' and l0' 8afOe: Perman*ntMAY T)/chnes25 F, " 2 (mm) YO|d sceng hr 4O ksi min, Qr»oion Resislance4|um' num Zinc[oared Srae| P STkJ A79ZAZSO'or Ga|vsnized 6cae| perAIrKJ A6B G'9O, or Pre'pwintad Red perASA! A75 or Per F8CSector l5O74} A|uminum Th/cknesw 0 02S^(minj AUoyType: 3135- H14 Cormsmn ResbrancY N oomp|\ anc xvth FBCSccrion I3O74 3 Nomina(/meosmns Ran0e YVidth Hei hc 2']/ 4~ l' l/4^ 1'4'^ G''&'and lC/(mmatch|en41hofo4ridgevenV mzchesR/dgeVent Base F|angetoDeck Annu|arRmg ShankRoo n,!NaUs Lpuge(x\eng!, wmeet minpenacahnovou0hOcW 3/6`mm, chroughMOW duck 1 1/2'' mm. [rom 09e ofdeck PerFBCSector l505S PerA TKJ F1667 Purpose. Type: Size, Pene:radonThrough EdgeDiscance CorrWonReWnce Sondurd. FL#: FL 195672 R1 Day. lZ/ 15/ l7 R,pon Nu: 17'L96'KJKJ'vP8'EU page 5of7 mX,ac o*omm ActachsRAgeVM8aseF|ange to Deck Hex*eadYVoodSCrcm 410(^ length romcetm|n. penc radon hrou hdeck) 3/16^min. chrou8hwood deck 102" min, From edge of deck Per F8CSector 150663nd 150744 Pe/ANS|/EBI3, 6A Installation: Structural installation Method: R&ertodrswinpon Paps6' 7o[rhis e000J Pos/uonvenqOaqe heneach | oosened shing|esandaNn win deckopcnin8 insaqbe9eOangeMushbeneyh0evenrhonrOaW S/mu| taneous| y annh von and bate Oanqe to deck *qh nads or ScrswsspacedS- o,c. max|m(,,mand 4i/2^ from each nd Azach venc back Hinge and sideManges nuMCI win 'ads orscrews Zaced 8" o,o, maximum and4- l/Z^ end KJmimum canerpenetrauon h/ubo omufsuppon.3/l5^ Rehr to maoutsctur/s msmUa,inn inscructions as a supp|encnm| gmde hz, uoachmenr Referenced Data: L T B3O DI Un/fonn Sca\ic4irPre um D`er nceT!st Archo*cm/a|Tswm, M(F8[OrganoationOST0 15I7} Rcpo/t #: F3157 014044. Repos Da,r 12/ 13/ 13, 2Engmeenng Ana|yna 8yCBU[ xEn8ineyn0 l Cl,a| ityAssurance By KevStoneCar- 'Fcahursnc NiUennium Niuws Ucensee 44Z3 CaoMcati000f\ndcpendence BvAmes L Guckn r' PE[8UCK Engmeerm F8[D'anizauon 4ANE l\6> FL 4: FL 19567.2 R1 2 1-7-196-N1\,' -VP, ja bpecicn(rLi bl-ru4-Ljrei Installation Method Millennium Metals, Inc. MIMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Profile Drawings 5417 4. 2 in.1 3" Vent Side View T(11 Scale) t,m j,Cif Ridge 0-nt Steei trYAumrurr) Tv imi erls) 11 GaLcjeR-Cj 3-ark PbAi'q NP-il r1p P-am-eirert :-ffle — Stee! -rAluyirunn) T`yIc,ql 1! Gauqe Rr-,cj 3-ark RL-cfirg CR ma 3 1,4" L 2-14" Baffle side view t Tj Pef-narert Baffle Ste6 i,/uical Fastecer(si i , Gauge Rrg Sark Rcefirg it CR 0 --iri. killocf" Screo's Typical Cross Section View (Not To Saiei FL 4: FL I15)67.2 RI P, 7 of 7 -T r A3 jP installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 1 liz, 4 1, Z' T- Tjpcal V G' St,'ark Rccfirqit Bas e Fiarge Top Plan View (Nor To Typical Fastening Pattern) 10 V,—,ff'ert 3affle d T,,ocd 1 Sauq-rx, -arK :?LCfirC, \01ie Typical Ridge Vent Assembly Isometric View jt Fo ;Cjl? ILLIENNIU" 1029) Wpon TMJ JURSOn!" F: 3221- 07-35-760, Off Rid-e Vent InKaHadon (fvjtli, or lfvithout detachable bqffle) E, p Tef a S K 11,; i'l 11, 1 t f " I l )c f lo, to dololmine ;l4) 11111[11a and "khal lnii,nom ,11"uid 11,fa3l,if! o' -,,s,a io 1,l "ont ih,?uLi )c f- y,p,the ,,k , h, c x )w -afn Wnd Who In EMA 1-1 ry) Nor cur 1,jj) R,\r-j'r',RS OR I RLSSES. Won MA"g v=ts on xn exis"n, sip, rmv rnw,w AWS hom Me qdn am] q! I 'he On" W. A Qc 01, Waybah ind smwng lmk M—W smW"! Jn Av "N"' 'We uP " 9W n"W"ing i" ni i'l ie,i i-, io lh-ix dol nun or via Wanom woud An WC on, ! n to %Y a —'MeW nj, ni,j od iq, wnn v to a on to r,runnut hkel-! inc lvInd ,dc -'nl, !)Q C)%-,!,id %rfh Wwwr! RAVMAv & pAh" W" n 4 PF Kfo u pomn ' llowd 'Ilo )-Womfl I mlwli lu own un, .CO.n !W uwP 'o OH RhNe I uH I nownwinn Uhxt I —e-111 !it ]± P/ C rmk C. Favenva'Sthe Of ludge Wt '!jo, 1[',! ;1 11- 1, 1rio >n(, tio wi,:r latl:;Q )i 'o;f %cW inoffid i-fe 'ea !1 0 scoxv Is Ind :,,jMnwy n : d 1 lvq Am wd )n F)a nul ihculd t,! qc W To ung MA Tc d muv be ism Flun- campHant A u"wrKmewth FT"Ak SMAW Wde,"u" I is o fo,, t X. 11!'Wifll,', it", W'' 1, A:11C!, It, )[ 1!14 '-o of 'Ll Hqddmg 0 ode WPM . " no vage , MILLENNIUM M ETALS, l I0TALL SHI\IGLE8 -- Up AND UmDER TO /-- - IH 1 \/2 ROOF OPE ING RING SHANK NAIL 1 1/2^ R WG SHXNK N4ILS' 4 -- O CRDOF CElEMT APPLIED UNDER FLANGE AND ON TOP OF - DETACH 8LE B4 E F_OpTI0 EACH EXPOSE NAIi- SLIDE 8AFFLE Oi\iTD L0NER OPENING IN ROOF. GEE - HOOF VENT FLANGE AND SECURE INST4LL GU:DE FOR SI0 ITH 1 )2 Rl\!G SHANK AND LOCA7I0N NAILS, 4 O MILLENNIUM METALS INC, Meats ASTM D4869 & D226 Types I & 11 Fiber grip slip -resistant walking surface Enhanced UV - 60 days exposure 25 x stronger than 15 so fah 6 squares more per roll compared to 15 L, felt 17% notes coverage per lap (42- width as co-pautid to 36" to, felt) Ease, of installation - wider, lighter, more coverage per lap Synthetic construction inert to roold groveth Lays flat and does not absorb water and wrinkle No oil teaching - no hazardous material content Class si,Eire ASTM E108{as part isfasystem) Contributes to LEED* points iserals Department of Insurance Ad,aroced balcksdde roon-slip croebrig Low ternparature fle,ilbility p*ors O. Fn-tenek f.-tenek CAN/CSA Al 23,3 CCRR-1015 O)SCScerfifW,. FRC #FL15216 TEST & STANDARD RKNOROOF- U20 ASTM 15 LB FELT TYPIC-AL VALUE TYM-41, VALUE Or P- iPerns a,. AS T 1f ',i CDc miss a so 51 ai se5 sty 1 Zo 2" an trs 4 b " bar .14 9-Ads TiVDic es) 20% '_: cars sic, 3% CD 1% A" 1-4, rp 18 sot LENGTH PER ROLU 286' / 87 m WIDTH PER ll 42" / 1.1 m WEIGHT PER R 215 Itas 1 10uS k9 ROLL SIZE; 10 sq / 93 rn' ROLLS PER PALLET: 67 PALLET WDGHT, 1,626 flas 1736 k9 a, 1VA, Intill itric- Roofing Mv%xm Charsesusn' SC . vanco-se, 5C - Masson, SC . Montreal, QC roll Free; 888 713 7663 l 'W: 778 945 28U E it: lnfoaoitenxop.parn Rh,00locor', U2b s in air, vvaser and vapor barrier and therefore must be -stailed above a properly e,ltilabed spacitbFoince, At,L building crudes appl,cal to your aeog'aph.cat 'egno' and seoclu'e type ac it is cons"Je'ed . vapor ical"e, Dy C i", "i"'E' P All, Tc,"roar,"s horn the deck area "a57 be ""n'd ,, e ine de"i, ear ". -d., —ag.0 or "'.-ppo".d "-' cai.k surface shisaid be free Of debris, dry and morst-ife free Rh- oRoof U20 most ba coue,ect by rooma,y rcoerg -,in,, 60 days of ajdbcatpari U20 is designed for use under astdiarl shingles, synther,c shirnfres reiidento,l metal , cuseng and cedar shakes APPl K- A."VIN For 51,sp3a, from 4 12 and h,gi-e, Rhiric'Root U20 ;, to D. laid out »O'qootal;y (parallel) to the ea,e -Th the painted edas "s, Ho,zooldl laps should be 4' and VeMcal Jibe should be 6*'a,,d or'ho' ed aPp,-"'ataqy I" I" "Om the edge Fur 1- o0r, (less the,, 4 12) applications it is recomnenoed to oosinals 50% "'Ins 1" for C""Piete disf",q'or" of ro" sip. ""d 9"Aleji"es cxo's-n authorities having Jul 111dicbQ'i U20 ic'o&c" ' not 'eco—erided for slopes less than 212. Ine use of roofing hammer, pneurTolu: du oi gas driven hoierie, nook is accioctrecie Tl-,s, use of 5va,giii edge c,,tti,g kr;,vea is cii- 'W" For same day coverage -on p,-.,y, roofing Rh,,-,oRoof U20 cad be anCh<)n,O with coroo.s, resistant igl- head x I" leg rorAnq lla, ls ;Irng snark pieta ed, ornooth leg aicuortablei The use of n,e, y other ancnori'q localoo p"nred or, tre kr'oduct is also acceptable DO NOT USE STAPLES: tne,sof stables to ",retrace Rh.noffoof TM -] vcria ., errant,r ids.110PIT"=. Ail ancerc, r19 ria,11 n,ust to- fiud-, 90 deglees to he rO-Of pack, and ligr-t -ti-i the -ridellaorelt koiiace ood tilt STI,Ztu3j root deck Whr,r, ,earns and joints regoi,e sealant or adhec e use a 4o, solvent phuzic roofing cement meeting ASTM D-4W, Type 1, or Federal Spec S S- 153 Type I such as Karnak, P ie,,i y, DAP, PA 8, Cause I or equivafen± Acceptable ailerretveeaie buty; rubber, urt-tnara, and XTtN,,`n',J) It Rhookbroi UK; product -11 be exposed 11-ga, than 24 flour.. and us, to sboce, In— t,n at Cached to The structural roof deck using a mln,murn I' diameter plastic or metal cien 'Oon"9 na, ls ("'iq sha"k pusle'led b't amronO' leg acceptable) M,a-, Dasin app, o,.-3 tin tags A, -enh car,, are also acceptable, and ii is recommended for best performance to use with the 10.9f, edge fjc,,, 9 no For extended-ponjor „ is always eno—erAred to arichor in, a,ary p,inteo posit,,n or, -he foca, U20 is rop desuiried for indefinite outdoor eopcisure sor a.ter,oled repnowe co"' cl ohe'e d"on'9 rain or ctnsri) ""'05 are expected r is recommended 10 take addricktai precautions soh as dc-hLrig the lap wictzhs Alternately or n add,ircn to 4 „o,Tipacfse 51aiallt Could be used petoaso, the laps c, a soli and suck tape co,,;b Lie appi,ect to the ci,eflp; I AlliTiON R' o 11) < 101"A') Sell- E T Y PR$ BE 1, Ole" Good safety Practices should be foikrvviad or, cnentp slope roofs, such as use 01 lee boarics, ladders and/of safety ropes and perconef Gordy na"'esess Foil'- OSHA 9'deltoes &'p 'eaistap,:o may '4'y wiliti surface conclaorrs from, debits that wejthrb, c>Otyos41 and rcid pitch. FaJSe to use proper safety gear can result in serious it,jvy. Depeoding or rood ciiicb ,no surface conditions, block,nq may be fe.: A,reo to support inater:a , is on the r00fand ,s good Sorel, ao"-e Rernernbe+ !0 Seal h"5 +a, riis'er dfta' 'emu'rriq b!0C'K1l`g Say goodbye to tradtounai asphalt saturated felt paper - Break free from felt" with RlariciRcrof" U20 synthetic roofing undeflayment! Rh,uoRocrf U20 is a highly engineered, mechanically attached, coated woven synthetic rocifing undeflayrrient for sloped roofs. RhinoRoof's durable and high strength design along ,with its fiber grip walking surface provides a considerable improvement over asphalt saturated felt, The fiber grip textured walking surface can also be chalked just like felt. Gain an edge in productivity and profits, RhinoRoof's light ,eight, 42" —cith and 286 ih run length allows for fewer laps, cuts, and easier roll han"Mrig Corr"paloodI to felt. This means you can do more jobs in less time, use less labor, and inventory levier rolls, Gone are the days of blow -offs and call backs! RhinoRoof U20 is 25 itifnes stronger than 15 1h, felt and therefore offers superior wind resistance and durability through heavy roof traffic and adverse weather conditions. Stay on track, take on more jobs and sleep assured your U20 projects will remain milaut and dried -in, RhinciRoof U20 will save you tune and n"ey with less mistenal damage drid fioer post-insteli repairs, Unlike traditional asphalt saturated felts, RhinciRoof U20 can be used in extienialy lo,, uonperature,5 without becoming stiff and difficult to unroll, it also does not dry out, crack, or reach oils in the hear like fell. Rhinoffoof U20 is 100% synthetic and vall not absorb water and wrinkle like felt. It lays flat and mIl remain 100% rnperuious to ruod RhinoRocif UZIO can also be used in conjunction voth RhincRoof RSA or Titamurn"' PSU30 self -adhered underlaynoi,-nts for ice damming protection along the eaves and in the valley areas, RhinoRoofU20 vull conunrie in, protect your long life primary roofing long after felt has turned to dust? Unlike felt, RhmoRoid U20 is also backed by a 20 year manufacturer's lin- irted warranty.. Break free from felt, choose RhinoRoisf U20 synthetic roofing underlayment from InterWrap. d A 0 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 FY ERD 353 CHRISTIAN STREET, UNIT #13 TRINI OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nierninen, P.E, for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5'h Edition (2014) Florida Building Code sections noted herein. LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages I through 3. Prepared by: Robert J.M, Nieminen, P.E. Iho,&d by R.by,t N Florida Registration No. 59166, Florida OCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates, 2, Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert Nierninen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nierninen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Niermnen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, TRINITY ERD ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc_ has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein. 2. STANDARDS: actin Rt2perties Standard Year 1507,2.3,1507.5,3, T1507,8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507,93, 1507,9,5 on Heating 1507,23, 1507,53, 1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 150793 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability I REFERENCES: inle Examination Reference Qate ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 1012712011 ITS (TST1509) Physical Properties 100539395COQ-OC6 03/14/2014 TS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4,1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt, RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5.1 This is a building code evaluation, Neither Trinity I ERD nor Robert Neminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5,4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering, 5,5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS sph* W ad Shakes Slate or Underlayment Nail -On Tile Foam -On rile Metal 0 c$ hingles 4 a Shingles Simulated State tAltInoR 0 a f U 20 F", Ye's No No Yes Yes Noy S,6 Exposure Limitations: 5,6,1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after Installation 6, INSTALLATION: 6,1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC, Evaluation Report 140510,02,12-R2 Certificate of Authorization #9503 FL15216-RZ Revision 2: 04/27/2015 Page 2 of 3 TRINIT ERD 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, 6,4 an Rno!Roof U20,. 6.4A Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4,2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sin le e1rRoof _S_1mq>_412. End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the undedayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails, If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6, 43 Double -Layer, 2 12 <-Roof Slope < 4 12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application, BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements, 91 QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey - QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.I2-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 Rhinoftof I U20 Sy lyrllerl" RhinoRoof U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s), Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 2:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hamrner, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x I" leg roofing nails (ring shank preferred, smooth leg acceptable), The use of every other anchoring location printed on the product is also acceptable, If U20 will be left exposed for up to 60 days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer, DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof U20 will void warranty. EXTENDED EXPOSURE: If RhinoRoof U20 product will be exposed longer than 24 hours and LIP to 60 days then product must be attached to the structural roof deck using a minimurn 1" diameter plastic or metal cap roofing nails ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchornor on every printed position on the facer. RhinoRoof U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or, strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayrnent surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. InterWrapO Roofing Products Division 1" Charleston, SC # Vancouver, BC * Mission, BC * Montr6al, OC 0.< Web: www,InterWrap,corn/roofing E-mail: info@interwrap,com d" Toll Free: 888 713 7663 Tel: 778 945 2888 @ pinr Boi|diuD[odo Oo /nm Product Approval USmn pvmCuse, PooIu#uoz y&x AppN(mtmmoetux FL FL13265-R3 Application Type Revis Mn Code Version 2017 Application Status Approved Comments Archived PToductManohnc1urer James HardieBuUding Pr, Address/Phone/Email 26300 La Alameda Stw.25O MissionViejo, [A92G9l 909) 349-2927 p( ngsheng-zhul)jarncsha/ Authorized Sic HngshengZhu p\ ngsheng,zhu(janneaha/ Technical Representative PingshengZhu Address/ Phone/Email 1O9QIBrnAve. FonLana, CA 92337 909} 349-2927 pingsheng. zhu!@jarneshar Quo| ityAssurunce Representative Pingsheng Zhu Addrass/ Phone/Ernai| 1O9O1Elm Ave. Fontana, CA 92337 909)349- 2927 pingshengzhu@,jannesher Panel Walls Category Soffits 2[ 2 7 C027PNI 1n[3 Comments Archived PToductManohnc1urer James HardieBuUding Pr, Address/Phone/Email 26300 La Alameda Stw.25O MissionViejo, [ A92G9l 909) 349-2927 p( ngsheng-zhul)jarncsha/ Authorized Sic HngshengZhu p\ ngsheng,zhu(janneaha/ Technical Representative PingshengZhu Address/ Phone/Email 1O9QIBrnAve. FonLana,CA 92337 909} 349-2927 pingsheng. zhu!@jarneshar Quo| ityAssurunce Representative Pingsheng Zhu Addrass/Phone/Ernai| 1O9O1Elm Ave. Fontana, CA 92337 909)349- 2927 pingshengzhu@,jannesher Panel Walls Category Soffits 2[ 2 7 C027PNI 1n[ 3 Florida Buddiiil- Code Online - wG"E'VXQwT— Cnrnp|ianceMethod Eva|uaUgnReport from n Florida Professional Engir Evaluation Report H Florida Engineer or Architect Name who developed Ronald T. Ogawm the Eva uationReport Florida License PE-24121 Quality Assurance Entity IntertekTesting Services ua|ityAseuranceContract Expirabon Date 12/31/Z020 Validated By ]mhnSouthard, P.E. Validation Checklist Referenced Standard and Year ( ofSbandard) 51and] A5TMC1188 AST,lE33O EquivaienccnfProduct SLandards Certified By Florida Licensed Professio Sections fron'l the Code Product Approval Method Method I Option 1) Date Subnniited 08/09/2017 Date Validated 08/25/2017 Date Pending FB[Approval 08/ 28/2017 Date Approved I0/10/2017 Summary of Products ' FL# Model, Number or Name / Description 13265.1 Hard|eSpMitPanels HardieSoMitPa/ panels 27yx,t 2oO Florida Buildmo, Code Online https:/'i'tiridabtiilding.or/I)j-,!pi___appdtli.aspx.paririi wGEVXQNvi.., Limits of Use Installation It Approved for use in HVHZ: Yes F! 13265 R3 I Approved for use outside HVHZ: Yes F r a Impact Resistant: N/A FIA 3265 R3 1 Design Pressure. N/A other* For use in HVHZ instail in accordance with NOA Verified By. Rc 17-040&06 Created by Inc Evaluation Re FL13265 Franie.,p& Fi-13265---R3-j Created L)v Inc e 9C , Com"--j" 2 3, 32-- E, I, r 1, o, 3tale of F'o-Aa s an AA/L O employer. -py l' 2) tiroor Horida la,v, email addressez-, are p,;b';c recto ems. If you do w)t want, your e mail address re!ea; Cier-troric Mal to t'll(s ertty. Instead, corita(.", the office by phone or by trad,tbonaf rn,111, If you iIavc of section 455 .275, 1 ), rlorid a Statutes, utes, effective r to tier 1, 2012, lice Ilse el, !,Kl`,Fed und or Chapter 455 i -nay be used for comr-nun'at,'Or W th the I:ce H v hey nave one. the pr,-vi ed r IIse,c, owe Supply a porsbnaf ad(iress, pipase prov!de the Deportniert rvizh an email a&ress v4hich can be made av Chapter 455, FS, pleasc C Ck Product Approval Accepts: ff 7 —T -71 Credit Safe EWE= 2 '27/2 0 19 J:?-7 [I 1d of Florida Product Approval, HardieSoffitO Panel For use inside HVHZ: HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County 'Florida NOA 17-04W06, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2684- U, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements, HardieSoff it'J4-W—a. Panels [Oil JamesHardie EFF( 1I1,11k SUP-! Ev BF:A 20113 mm I 1w Viv fw the mvfeutni vL,sxm. IMPORTANT FAILURE TO INSTALLANO FINISHT'HIS PROMUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODESANC; AMLS HARM W'RITTENIAPPLICATION INSTRUCTIONS MAY LEAD TO PERSONA1. INJURY, At SYSTEM PIERFORMANCE, VIOI-.97E LOG4 BUILDING CODES, AND VOICI THE PRODUCT ONLY WARRX41-Y. BEFORE INSTALLATION, CONFIRIM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTICN& INSTALLAMN OF 1-171f)-M PRODUCTS OUTSICEAN HZIIOu) LOCATION Ikt!Li—VotoyGilliliYVARI-iiX)I',Y TODETl.:RMt4E'i'!HICJiHAROtEJ'ONEt PPLIES ION I,Vfl ,; 17 TOYOUR LOCAT VA1AV.F`A'DIFZ0NE,COM OR CALL 1-E366-942-7343(866 CtLARDIF__ STORAGE &HANDLING: CUTTING INSTRUCTIONS nsia'hj zidmil 70t ur d wan =vxNmqxm. Salkliafftl 'YMl feSUlt in shilnk,'4u V U`Al i,Nti onp, 3f TrOut, 0;1115 Car"'I malact 00 edge,, Pott a. Ek%-t Sc v and xd IT"'I" WuAkivle "t vev mt 33N CLa:, 4 J,i 1310-,` JO, !)!iU?. 4F,11 t aklyed by stmag" ii-id riarTilknq (Aid f i [Awcnq s a r wv, y'."di a Hwitaxx saw d Y jlq nu ;,w L-a 0 b-'Mr[104 1, C n,, i ELE R, t r ti a P Litt ar 5UN 4 v 0 M; , XA CXT Y x c i tt4, it, c,v 1:4 -i W. ir a d e T, ro opjEp cjr,1, - sijppiszii:n -,f HU' Ailac-riull q - - 'T, o nlcrmzm Nvn-1 'imov" ki 'eSM!0 nc - ar, be %W , Mxwt'xilil'h 'Os4emil -ill, fxN,1jCUs O eaj,aoj j rciprXI ;f rr(m,-,arri s9 Pats rat to-t -XI)OTAX" `,',r ,'c,ti,u j, ivi -xrth "Aih t[W"e orvl Cp", yt'l. F'T'Dud "."',iis -vri;t;Ita .f 'M111 !4,i 1111f ef W"im Irw GENERAL REQUIREMENTS: arcics"oflit, par els may "I- tiie, r o r, Ong 'xitIn the Qual i-luildq Cade_- SG Jifneraj J;isterier rebuirezm urls irstzill sLlf'its to nrm,ral 2 x 4 lramlr rler-,,terS SlOaKe," 3 TIXII'Vir (,,f 24 mcre ^Tl Cmtcr (fiTT".4) Ali & nru5t bc ny tra-liq, n13, 3 hslall vj. amr bat r ers and at baWaIS as T(jLr,,ed by w,;1I OU0ding codes. Jame,S HWdm vim assumuvio iesoons,diiity for moistum r(dVilic)n Fry,riii gurets 11ave eno, cans. vaintima, gap Delw-ar end n1 s arid s'd;mg3 irlm {flg 5, 7 instcill r <cut flaIilq at 0of-Wa1 1 Frpffe I st,,, m, cA/alkid a Fsn rj;nt, or "3'."' der Coot r11 On .lames Harjiu'r llrol'u=, INSTALLATION: r-jfdMsoflrt rja:-els Usl e af ed "C a sc" Llid a su0s',,Iti- zu-c"'IF I ",ccd 2x's""Ctasm A,ilci:tor 'na! oe -iacdcV0 suffits ,v la ir-ita"Ied as s"oval In "g--, l'm eavu 4: 12 " 0 2 4 1 e` -a rti f ar els, ;-,Tr ovi i> 3 0 "q-) G r ss f 0 t r e Je al; G! 1 tee{' weal 'Oo riteriianvth, -ants car Ie scif f n-s'r i, I a,-psect s:fe.n can be nvaifd u lli ccR oT11- Nnte -ct to ventwim-,r v,I1 ,Yo i c,,jced Fa , , r - jvmy !rcm c 313, 'rciri 7,anel e1 t s -OCIG— usinq o11 -ma", fctl (m;,vs lvrir u inc 'W't :)al, IS s fw kes thar or equal to 1 ?" ,vide 3) Figure 4 Jointing ihfitoasnista I ,,reis in me to conlai,, at r,:cr ,e or Leave tnaIFappro":a-le r I Figure 7 i-javd r:in k 4ilj 21Figure 3 am -9 11 ss "an01equali2—rhtido Soffit j- Jra'r,- Toad 1 irrft-, dl nmalofi a ri Hatdie`N(3P Stainer - amm h- ard. f.i al I 866-4liarti:e cr wv,,,v If' V1 D,,C WARNING: AVOID BREATHINGSILICA DOS, M-, Cr i. 3 X y 1-3 3, xi a ,, I ,, C , n nl JM Ms 0 es r rah 1 I s vy r:,ks TA V" ,,os ve,',! tamik i I ,v--Vs 'J Wr`: r.jf j llz5! -jSk '1 A, R N, MAY ZAE, Tr, w t 4 'cRS01jA; A . ....... — ---------- Nia nlain a minno'n I " 3an betweu[T year am Cos MC vaq & IF", MEN01 MM yt.t!ry and end coP Figure 6 FASTENER REQUIREMENTS Fvoco firannc Collst—tiOn I nir"PlUrl 'Id cur lin' Wnu 8 a: at wmArges acid WwMAM : =9 Wmrms sparxd up 24' on center are si.iiiiblu to most iocitiorl's'. Or pannoW 2%a Ved fame cuslution a m1nnurn 41 at pel ecy-s anz' nterrned,,,Pr gaining numb3m wreal 4 to 2V on awk we WWW 0 100 10LAWW'. 1m-v, locajity,'Y',r0- , sr, ec f laj aw!s Y ard w-mme we TV-1 &a Con 1j,,a"s PNEUNIATIC FASTENING James arb e anzts can he hard wiled or 'Hand nd, a 210TOK 101 ng is highly recorninenr o(j. sst air p, a so to the Wow a tiger w4 anh RW 5ulKe 01 TV s in; 4 lksh Tmt an Te pqeom,tjs ! w;j o racornmjncl "s al 04 W& A M &a M , 1, MAf ,;,MI Me Id depy ojoes mOsAl shm, ii nMq Mat ndw drive to Q. lme vWx INM r6s wY 'Ar 3 srinetath In- -1 faradhorms - lArs fret apply,-'Stftl f` A-fz,y-,O. M 1 KICKOUT FLASHING flow N , me own w wam"" can wa Wm a Mad ivof, me W to mom UK& AW cetwk os,us Que I (00f 30friZt he aas)ob W M Mo y t ail a 0 a , W dacha wpor a sermaimixig mm*mm on Me frum ihc w5l IsbtalitefarmeKhvmmd sh buts we Uhil no out arl Ton r ,3,-,k to rsail tie rkc%jt. Rpm I Wont I-'Jashirlij to pravenl,-,eater !,on t+-jrnpliilij rtald the sd nq and to nd 0 he mat intarae=in tall a'AsON W, r"AKiJ PC ado RA 5 2A3 . hstrmg ME to a wil d 4, ho we u mMn How mmmus We wckmt be aryed bWmu 51 - 7 T' to d- ficfKIrl GENERAL FASTENING REQUIREMENTS jaVerars must ne waW or MM011 gdWAMI W WESS AM lr:=tallc nut may ey'r" sit ee'r,"oture cclrcslcl,, jMUS Ada WMnvvtie use A yd4 hump' A gmawad rini, arnes. Flan is vot ra'scomilbie IsTQ ca,,T(uicn rests can,,o j* wwnpu, To Hu"Wil %Moms Me mairmordel who MOM,, WTO HAW'prgdars roa Vy rovem, Aije MICITS I VMT% Or r VWY hwid drmlv, COSA aara. amov omno " joq v cmeCt !K17as me nd spa a, i gT ,elld load T. 4CR lijb= KVyM mR nyr N goo& W II wmr,, L sawnfifn Ans we sawk is deli Como bruin OW d S'eviwas I ( iDo are ow a of n J ON C M Om W: am W a "'r ywamTywaltar M 1mg WS VWWy hy, wwY art _ six g agna: adryi to ar SVXCk sq. 3ory MW&M call news or Mwe 1xv W W Wo mal 3 curnswk Al No mW add a Ali Ig R F, wy OTAg ace Ame as Is pmW Le 4 fun W Me mnk mW j hm=v jW ps hmmy unow and ml3lxe pail Do nut use a,imanam latmon, sUpfee, or cHWed haze naHs- smg RmA QjHU S AU P&I do not uncer no NOT Figure A FILME! R drive nns STWLE 5020521 Dmil CUT EDGE TREATMENT RN NTI NIG arn-,,' zil LeA at edqes, jxnes tvrae tcuciruoctsata r` iimtotuxm-uo Cdcc-lus (x0du,'Is. DO WT tn"Mq My ma mmor cmda onwq or Amn WwWhWacm hmn Hme WHOM MuSl CAULKING to pals Wd Wn i 8o ways v p;nA Vc*v "d 90 :aqa Fy 100 m%% CWT,q --raja No On 25 m or opmed ton xqt nuous m a rwowgded, a Us 1,pqan31.,fziomopg Wjh AS C834 CaNknoSeNal mus no apoer n Do ml pM1 whan Mt 07 XTUMVP Wn Au W 01 a"'Coroance "v Ji "re rwohn Ndw OM Quad M vM11 matimmm 0=001 WAMIN a M=MWM'1 as some other raulkinq manufactuers Do NOT alloYu loW. R we wNg -, smyed, COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE SO clap 11 'Oft bl sl to gel1q,",gIDe oft anyareshoo." Peui'er WIN rd mmq amn Amm Appus pa"o oyq rsmvm4n U'qe a Q, QQ, Qt Q ~V the pnmuv, mur vw vmv a pler we. nay VeWs umng me GawfWsl TKAQ, as crop apocwor wum,p st,,cuin be jsed spaqngiy. wmh,a mNxe wn datvaNd aw wv rew i_aT,inaip si-.ptnu5l tor rou,oved imme(kitcaPeir fismlatiml of aaO 'a3ur:e. vuwnve nor-movy cut edge_ rito [a Yana pamy and cuk Calu MI("Ved ad& am WaNwe tar? pw Hoc, Wer. AM d OF; IM-Awn cy elm =g hu smapin'shmogy 0Qa xTua, vW110 km yor 34N., pm&u dmw- Note: yivien - afu a Ammomwi the We of MIO Pa "NuP M PmN "M UK" PAW ff,;rn uw W tad oaM MoN, PM3 x namM and w Wx"ip &M Wa W Am* Wl MxTuf) 00 be covered undo `ba.wmes Hx0a CvWs AnYd F In WaawlY, PAINTING JAMES HARMEY PRODUCTS VdTH COLORPLUS" TECHNOLOGY Wner Moog son, paxt, Ann Moe rer-almy'rondn, the folk v ng emn No spami a0cmar: sutfa.t P'na wewewexehSol dy and !Na Many MAT UH or -1'1vt'vv joto;oaMam reGox€r Pded S'ar' 0/3!kyd' 3se oxrlt' al , 014C'115 G33!:3if" f" ;nAws ode AmW pavomy=j am am! win wmamtre ApAy WAh alaiM amm=M WMPAMmwAxB01MM" "Off Mfg 0"0" UP CC NO cajVuPT9s WlN Z'Pg GUM 00 00,01'efu to 00 wdowys 'Mc" to SM001) A.TMCl 1,5 am 'DO W 73 awnwo RON %wa saw AV 0 nhmww_ n &AN 0 1 A v vm" Ml I a K- —9 RNI I W I WAY Roo %I nwho :T1 0 v Foam LDV Uy 7A"Ok TO VoKy Uri c_ !xr,j L,', Ft,03:re, IQ k "Y' 0 MAI" 004"S 0 MEMO MWA AVU001, IM sm JamesHardie own 9'M3 PT3 GP3 11" '1 STRUCTURAL BEAM MULLION (IMPACT) i HR011,A I HttAtt HiHi'N ANO NIANut;I, 11 Hit) R,t0WIY1A'!I,,,ii!t RRIEW t,-t XCL JDINGI,ViiZANt)'IP,,tiE°NiVAI)Ai D W' W2 :kH I'll BUH D 1111K, t')Ili tk W, 2 Y E tt.XI, I I( I l, i1i I t/NIA),WthY ANO ,X i R A I AI, A, A N/ NiN il"INi; 4 i MYI I! N" 1y I it W, Af,Abti Ui VVII11,1AN D] NO At NI) IRAN',I01 'I III, F. I , I) PI O(ltI I I)At^ i) f I I I OUNDAT ON 11 1 t Ji I Y I)i i '1r i N',,,',, z. h X AN'It K, 10— I, i),; D"IltAt t q UPttd' i [ ;,Nf, IN 1t,Ri () I t I KI i St E" At''! OA! 0 R) HL ' t , I,/,',, bot K I;i ,',N AN t) IN' " A: t A I tIN I, 't, I i Olt INUM k ON AK - 11 it, I I)i M URD OR [I, I PROA I 0 IN, i At IA 11 JN r l iNI N L! t 1 Aj, I k k" N A10 t NRi, ANA kE I, Err I HOM, jtlk I't t11IIi,, z t,!t Nf, flf [Alii I, Hi kht,, H,Ji L!'H",'U?14, I o HIIH I IVA[' I'M t1f1k, ' Ii 'H(jit I0010,`A Ni, f(h U kWI lII fffl IN N Oi N HVH/ AREA, iN VH/ A 1E A,, 0MII1MPR'I)fltl I APPII0VA, 10 B, AINk 1) t hUM AAI-1'1l "HIA Ar K,", & MATS R,Aj At )MIN11FA, 6 .,A, I 1, Nf, I i I), i-if I w , t Dhi Ni I, I L'r IL'- o, )I fINAIIAPI+I)V,' II D It AN, tll ', HitItll, AN, N:, ItNI I, "V-!ON ui II(N LOAI)t INA I ORI,i AWH Iq ( ,KRPJi AR M1, -Bt HHODS100 !At5 N( WDIft, iA`,Ii N! R1, ItI,' I RANII N,, 'i iAi, L He P,,t) f I, I I, it I' I MAY OPA I N I t, I N I A I w A L,M;N%JM UN I I F- TABLE I SHEET REVISION SHFP DFICKIP1i0N J:'I;Mlll lWi,l IJ:,A110N1 SP 1ION!, OR Ct' AN(HOR [OAD TAB P, IOt )123 III w 11 Mul' o", M"), I R)N AWW)k [OAD mi H ON D')N I J1II r-- < 11 1— 11,12 TYPICAL ELEVATIONS 2 t IiIl;,, I,f ,, mk),t;tn, IH", I" WpiI'y fll I'li f'INI —,oMION PRIAM, 1 I) N HMINt 1111.1W Hl A"'; IOB I f ti 'ti WAY Ii N t I Kt'Dit", iji"11 I A Di bY I,D,' UNII, ki ' A NIJ I )N, I, ' , I ' 01 IR i t N! f I/I i i0: I,, ,It RE W)iOtIWO 114 1 It 'A"' ' 10N, 4 VE i li y IHA i Wit I ON DP,J,jN PttiYA ki M, E I, ()ii f X, t i D', Kit(WIkk 1) M 'AA Pkk OF OHNJNI JYfIR i,,I)N —7 E I I I, to to I(Pi I At"i ! AR Wl'M i I & 4 NII) I H k II ' 1,4111W, F)N Akk I" t" ',I k It I'M, I'I`I t',t, t/ 1' it OR rHN't o;1 It ol' R011 10, t VIU 'N 0', Ie RA 1 Nlih! Y 1 1 ) , k Silver Line IN N., Z q AT- FL6067 DATE 10.06.17 2E:I% NTS SWD014 OF 10 5,50" m m 7.68" MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 ALUMINUM ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING Silver Line NWersen IJ Z2 1:' L F 0 STAT4H 9F i z Cj 4 N A, 11141111"1" FL6067 DATE 10.0617 1 HFNA AL E NTS DVA, - SWD014 u RA i-: "BY x , , — j N I-PIR"AROR VERI ]CAL MULL ION ANCHOR 11 it % 1ULUON BRACKET 2 122 fl 1 MIN ANCHOR DETAIL 5- MULLION ANCHOR BRACKET 2722 XT.OR N1 RIjR VERTICALION ANCHOR MULLION BRACKET 2122 li NIEN =L,16 ANCHOR SCHEDULE SCREW EMBEDME EDGE SUBSTRATE INSTALLAilON Q, y PER ANCHOR TYPE NT DiSIANCE TYPE LOCATION IN (I N,) WOOL) BRACANCHHT O2722R 8 414 WCCD ANCHOR. 5 0,75 ICONCRETE/ ANCHOR BRIACKr T4 0 i'TW TAPC2,5ON l'o 07 1MASONRY562722ALUM8- ALUM f . 8 , fSELFDRILLINGSMS 13 THREADS 5c, MULLI N BRi o NC) L 11L , IAVE 1-t A' -I N TE F®R id, L f'A I JN- & L I P ASSF A 3 L F SEE ii E_ Sr E F "D Q- Ay,A 3 Vu,iN ON HlGu RA )N,, , YE S, AND 0lS'W4j R - EoSUHLI MIN L,-,-B-,---ANCHOR-- DETAlL MU WON ANCHOR BRACKET 50-2722 1/4 MAX M, IN N', B E NO B E D Tp, 0 --MIJLLI,')N ANCHOR II if S RA' K E - 2 7 2 2 II 13 oVERTICAL SECTIONAMLU INUMMULLION SIDE VIEW -VERTICALmom= AjwJenen IN 0 A, F IV TATI- x f 4 j S"I JRIb C .... SP S/ON At- il/111111101"', P'E FL6067 DATE 1v 06.17 DVVG by K b AG HFN SCALE NTS SWD014 TABLE NOTES 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2, LINEAR INTERPOLAJION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 1 SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEE F 3 f OR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: 912 WOOL) SCREWS CMU3/16" 11 W I APCONS CONCREI E: 3/16" 1 VW TAPCONS METAL 12 14 SELF DRILLING SCREWS (GRADE 5) 6, INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF I WOOD __LF_ SHALL BE S,G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF i - _ f1T - F-i O--L,L- -O- W—C - M_ U- SHALL BE MEDIUM WEIGH I CONFORMING TO AST M C 90, CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 3/4" & EDGE DISTANCE OF 2-112", CONCRETE SHALI-L-BE-MIN. 4000 PSI, ME _ IAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRAFION BEYOND METAL STRUCTURE. SfEEL"SHA- LLBE -MIN. 18 GA. (0,045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN, 1/8"THICK ALUMINUM 0063 1-5. 2723 Silver Line XrKk,ri, n z kj , MUL LION 5 ONE-WAY M U LLJONDIAG RAMS QUALIFIED ANCHOR CLIPS I-.--- - ___ MIL) t LION A T 2722 At U NA, IN Ul M 16061 16) FOR WOOD SCREW OR MULLION TO MULLION AN( HORING FR- MULLION ANCHOR BRACKE f ',fJ 2 12 2 ALUMINUM(6063 f6) FOR CONCRE I E AN( BORING 0 PPPP N 7 TAT4D A PPPP 0 I,, fill F - A P E No 73775 F —1 FL6067 M0617 T 77(-- F A -, B I "s(bY INTS DIAG g IZAA/ F) t I fJ TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEE'1 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12'WOOD SCREWS CMU: 3/16" H W TAPCONS CONCRETE: 3/16" 11W TAPCONS METAL: 12-14 SELF DRILLING SCREWS (GRADE 5) 6, INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL. HAVE A MIN. EMBEDMENT OF 1-1,12" & EDGE DISTANCE OF 1", WOOD SHALL. BE MIN 5 G. -0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF HOLLOW • CONCRE E ANCHORS L QFM ALL HAVE PEA MIN. EMBEDMENT E OFR11 3/4 & EDGE DISTANCE OF 2 112". CONCR METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND MEAL. Sl RUCTUR.E. STEEL SHALL BE MIN, 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063 T5. Silver Lire A,n U` Mwa uN 1111 I 5 g RENAA KS By CA:C C E ITtC.w iiiF TWO-WAY MULLION DIAGRAMS QUALIFIED 1 4- ( I l— + L __+ 1 MULLION ANCHOR BRACKET 2122 Al UMINUM 16063- Fb) FOR WOOD SCREW OR MW LION TO MULLION ANCHORING T 1T r P IUlL10N ANCHOR BRACKE T 50-2722 2723 ALl3PJ{— IN UM {Up63-T6} OR C: ONC:RE:IE. ANCHORING 7T a STAr o noawn n. e w, s ia u awc Cxtt S. c 3zs c- Daub sc.x;H si.w rwNc ss¢ r- rr -zn ru,.. zas s FL6067 A F 10.06.17 FllFN N1 S wl- 4 SWD014 neEr tiz I7777777`77 77 ONE-WAY MULLION DIAGRAMS {j 8( TABLE NOTES: 1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR -TYPICAL. INSTALLATION METHODS CLIP DETAILS. QUALIFIED ANCHOR CLIPS 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5, ANCHOR REQUIREMENTS: 4- WOOD: #12 tWOODSCREWS + CMU: 3/16" JTW TAPCONS CONCRETE: 3/16" 11W TAPCONS + L-4 METAL: 12-14 SELF- DRILLING SCREWS (GRADE 5) Ml,) 6. INSTALLATION SUBSTRATES: MULLION ANC HOR HOR BRACKET 2 122 ALUVIiNUM I6,063-T6I VVOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 112" & EDGE DISTANCE OF I", WOOD FOR WOOD SCREW OR MULLION fC) MULLION ANCHORING SHALL BE MIN. S.G.=0.55. --- HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF 2TI2-. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING 70 ASTM C 90, CONCRETE ANCHORS SHALL. HAVE A MIN, EMBEDMENT OF 1-3/4" & EDGE DiSIANCE OF 2 1/2". r SECRETE SHALL BE MIN, 4000 PSI, I I METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE STL 18 GA. I0.045'THICK) 33 KSI YIELD. ALUMINUM SHALL BE B11N. 1/8" THICK ALUMINUM 6063 T5, MULLION ANCHOR BRACKET 5,0 2 122 2724 ALUMINUM (6063 Tb) FOR (OW Rt IL, ANCHORING Now" V' No AT giz % i xil44Y I,Y /ONAC,Y' F L FL6067 DATL 10.06.17 T( DWC, BY HK bY AqL H F N SITS ovvU SWD014 Of 1D M'-'L 1 C N A A R K TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS S FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. QUALIFIED ANCHOR CLIPS 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMEN FS: WOOD: 412 WOOD SCREWS iA CMU3/16' ITW TAPCONS CONCREIL: 3/16" ITOJ TAPCONS METAL: 12 14 SELF DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: MULLION ANCHOR BRACKET 2722 WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 112" & EDGE DISTANCE OF I", WOOD ALUMINUM { 606 3 1V)_ 1 - - F- FOR WOOD SCR OR MUt I, ION 10 —MULLION ANCHORING SHALLBEWIN7. G,=0.55. HOLLOW' MU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF 2- 172. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASI M C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 3/4" & EDGE DISTANCE OF 2-112". GINF RETE SHAI_L. BE MIN, 4000 PSI_• METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRAJ ION BEYOND METAL STRUCTURE. _L_ ST EEL SHALL BE MIN, 18 GA. 10.045" THICK) 33 KS1 YIELD. ALUMINUM SHALL BE MIN. 1/8"THICK IT ALUMINUM 6063 T5, MULLION ANCHORBRACKLI 50 2722 2724 ALUMINUM (6C F63FTE) FOR CON( RL I L ANCHORING Silver Line t, Awlemen Yo Z1167 7 0 FL6067 1& 06,17 G F _, —K b, AG I HFN S,' AE NTS DWG 4 SWD014 ti fl'l u I N ONE-WAY MULLION DIAGRAMS mu'LION, 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS S FOR TYPICAL INSTALLATION METHODS DAILS. QUALIFT ED ANCHOi cups 2. LI& NEARCLIP IETNTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALI-OWED, - — ----- --- 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" 17W TAPCONS CONCRETE: 3/16" HW I APCONS METAL: 12 14 SELF DRILLING SCREWS !GRADE 5) MW L ION AN( HOR BRA( KE r 2122 6. INSTALLATION SUBS FRATES: ALUMINUM (6063 16) WOOLLDBE—M-ff. ANCHORS G SHA0, 5 LL 5, WHAVE AMIN. EMBEDMENT OF 1 112" & EDGE DISTANCE OF 1". WOOL) FOR OOD SCREW OR MULLION 10 MULLION ANCHORING SPIA1 -S A = 1HOLLOW Cf\ AU ANCHORS SHALL. HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF - - -------- — -------- — 2 1/ 27 HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1 3/4" & EDGE DISTANCE OF 2 112", CONCRETE ST- IALL-HEMIN, 4000 PSI, METAL. ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. Sfffl--—HALL BIHN11N. 18 GA, (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8 THICK MUILiONAWH0RBRA(KFT502/ 22 ALUMINUM bOb3- T5. 2728 - , -1- 6---) - ----- - FOR CONCRETE ANCHORING olvAlm N q w I , 4 7 TAFL6067 DATE 10. 0617 HFN NTS SWD014 SHEET MULDON MULIJOIN— t T TWO-WAY MULLION DIAGRAMS flBUTARY 0,,DT, TABLE NOTES: 1SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CL I Fos CLIPDETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS At LOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: tt12 WOOD SCREWS CMU: 3/16" ITW TAPCONS 4 + CONCREFE: 3/16" ITW TAPCONS L METAL: 12 14 SELF DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: u MULLION ANCHOR BRA{ KET 212.2 At I.AViNUPA 16063 TC) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 112"& EDGE DISTANCE OF I". WOOD FOR WOOD SCREW OR MUHION TO MULLION ANCHORINC, HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1 1/4" & EDGE DISTANCE OF LLOW CIAO SHALL BE MEDIUM WEIGHT CONFORMING 10 ASTM C 90 2 1/9" CONCRETEANCHORSSHALLHAVEAMIN. EMBEDMENT OF 1 3/4" & EDGE DISTANCE OF - CONCRETE SHALL BE MIN. 4000 PSL I I METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENEIRAI ION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA, (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK AlUMINUM 6063 F5. MULLION ANCHOR BRA(KE 1 50 2722 TlA 2728ATuI N TTTV, 160-6 3 1 fl-) FOR ( ONCRE I E ANCHORING Ramm Ajvkrmn t G 1: 177RR By DAIF 77A' FNO 7z' T T Al- FL6067 vA F.10.0&17 11 7B_,-_1 I I _" Y AG I HFN 41F NTS 0* 6 n SWD014 OF lu ILVER LINE WINDOWS AND DOORS Vl SERIES170 SERIES PICTURE & FIXED SPECIALTY WINDOWS (294012950) GENERAL NOTES THE PRODW I SHOWN HEREIN IS MSIGNEU AND SAA,NUFACTURED TO Cl,-)MPY NJI Fri THE CRRENTEDITION Ft 0 SIDA ELM DING CODE IFBC), EXCLUDING HVHZ AND HAS BEEN EVALUAl ED ACCORDING TO THE TOO OWING AAL0A/WDNlAl/C.',A 101, S 2/A440 I i 2 ADFQUAC Y OF THE EXISI ING STRUIL'TURAL CON( RE rE ' MASONRY, 2X rRAMJ ' M ING, AND FAEJAFRAING AS A MAIN NINO FORCE REOSTING SYSTEM( APAS ' E OF WIT LIS IANDAG AGO ', RANSFERRINO APPLIED PRO DUCT IOADS TO THE LOULI IS THE RESPONSIBILITY OF 7HE E NGINEER HE ARCHITILC I OF RECORD FOR THE PROJECT Or NS7AL_A' L0N 3 IX AND IX BUCKS WHEN USED) SHALL BE DLAjNED AND ANCHORED TO PROPER ' Y TRANSFER ALL LOADS TO THE S_ TS" T E F3jcKDIE,,GN AN) I NS7,OTALLAT ON ISDIE N OR ESPON!ABi ' 1Y OF THE NGiN E R OR ARCHITECT TDF RECORD FOR SHE PROJECT OF NSTALLAHCN 4 THE STALL AT, ON DEIA`Ll DES CR,aD HEFLIN ARF G' ONERIC S ANDIMI AI NOT RE ACTUAT, SC)NDMONSFORASPEOFIC SIZE S;T L S ONOIT ONSCAUSE NSTALLAHFON701111IATE IT 11. -1 - IS ` OU RE OENTS DJETALEDHEREIN, A LICENSE ENV INEER OR A8CHi TEI-T SHALL PPEPARE PPOS C S D C` MEN7, FOR US INHSOF WITH THIS DOCUMEN' f 1 N NON' H VHZ AREAS 0 Z AREAS, ONE TIME;RODCJ,_ lAPPROVAL TCl FROTA MIAMI; DADE REP, ORAHj 5 APPROV ED IMPACT PR ECTIVE SYSFEM 6 REQUIRED ON THIS PRODIK 1 IN AREAS REQUIRING IMPACT RESISTANCE 6 WINUTAN SEAMS MATERIAL PV,_ 7 GLASS MEE CS THE REQUIREMENTS OF ASTM E 13N GLASS CHART, Ct SHEET I FOR GLAZINN DET' ILC TABLE OF CONTENTS RE VISION SIIIHT DESCRIPTOCEJ CANERAS NOTES & GiAZING DETAILS ELEMAJ10 NC &ANKHORI. AYOUTS V,Rl ICAL SEC UOUS HOR'70_ N T—AL SECTIONS ATION NOTES, ANCHOR DE'TAILS & EC,,L DUL E L____ DESIGN PRESSURE T,46t` T -_ SIZECGNFKTJRAlON DESION PRESSURE F0IC`,,!E IMPACT RA-PNA 72 0' IF 74 0' SINGLE PICTURE 50/-50 PCF NON IMPACT 96 0' X 54 C SINGLE PICTURE 501/-50 PST NON-ITAPACT 72 0 ' X BE 0 ' SINGLE OCTURE I ELL NON TAPACT r l Elx:1:2ll: TWIN PJCFURE SO/ 50FESNI NON PAC-11 95O'X480 IO`,N ICIURI501/ 50 PS F NON NIPACT 1 1) TWIN PICTURE 35,/-35 PST NON MIACT 855"X84.0" TWIN PICTURE 30/-30 ESE NON -IMPACT 9E5 X840 TWIN Psi uRE 201-2o PSF FJON-ORPACT 107 /5 X 74.0 JPLE PICTURE 4011- 40 P5F NON -IMPACT' 107 75 X 48.0 TRIPLE PICTURE 50/- 50 PSF NON TERI f 4i,'bl QA INFULSIEDCA.SF 1 2 `ON GIAs GLAZING DETAIL GLAZING NOTE: i ASS T HICKNESS AND TYPE SHIALL CO TO P , y GO TIT ASTM E 130C GLASS CHARTS REQUIREMENT z z LN 81 IT'S 7'M BY DATE 6T 1 FIC Ell, 1.11 11 1., 1 v, 1-51 T T AL Mom F it j lwz PIx, M78 FL14918 DAI E09,28. 17 T_ DWG By CUR By HFN SCALE NTS F)1CvO;; SWD021 UNIT MAX HEIGHT 82 11 UNIT MAX WIDTH 12 0' ELEVATION A AX, T b" PRON', — I — CCRNH (T,yp ) 15 5"MAX b 0" FROM T CORNFIR (TYP ) 4' MAX {-YP 2 0, FROM 2 G ' F R0 M CORNER (TYP 0" MAX ryp ) 1 }-- 4' MAX. (TYP ) Fill Ia 14 ro 1#1 is wivi to] L" Rancom twWerwn ED Z C3 REMARK, BY DATE 6TH I -BC EDITION D STATE t nER dEiif RP, A.E. A FL14918 IT E 09 28.17 EUVG BY CHK BY HFN SCALE NTS SWD021 rEET RmagrAllOwl VAX. PURLWIELVIVI 2 0' FROM 4" MAX TYP RNEP. {TYP } T 2" FROM L T, URNER ANCHOR LAYOUT NAIL FIN 2 0" FROM 0C RNER (TYP 4 0" MAX j- YP 4" MAX (I YP 2 0° FROM momim n z C) o z 6 o 77,77S H11-11, 6FH F8C EDITION F S F ro STATt qF i z z S'/()NAL FL 4 FL14918 DAIE 09.28.17 77 - ----- T- cr ,y CL HF N SCALt SITS DWG 9 SWD021 S,,ET 0 M H) IH) uNITS OF THE SHOWN SHAPESARE A'LOWEL) PROV;DD CONSIRjCi,ON, & AN', mOk,GE ARE PIR DILS SHOVVN HE,,' iN Aju- SHAED UNs SHAt FFF ATHIN IHERECIANCULARARE AS S MAXZUM VV - S3' Ax M.JMH - 3, MAXIMUM DP 55 PSF CITE W` J)(-,W WIDTH (W) AND " FIGHT fH)Ap.t INTERCHANGE,, 'p F' R A S,Z'S G OWN HEREIN N 0T TC(,II'E OD 04,XHM D M !ESi D SQUARE OUT AREA AN SPACING SHALL NOT EXCEED THOSE SHOWN FAIR LONG OR SHORF LEG OF UNIT Silver Line b,,,'V,de H-n F—C111- 11 0 ZS z j2 REMARKS 77711 6TH FBC EDJ', ]ON I FM I w/1 No 1A S -03 %TATt 9 N- A PE, ft 73773 D-A 3. FL# FL14918 DATE 09. 28A7 DVVG, B, CL CHK Ell HFN SCALE NTS DWG SWD021 LAZINI- ILSHEET 1 INTERIOR iLAZAG IL SHFET 1 1) VERTICAL Balmer Line 1*A 5 f C W V q' z 4 F t j Ct d 2 v az N R a w A, s Fi E R,^.;`-.RKS EY DATE oT ti r'rb:: fUl'1'i!t4 F1'.q _ IS5 NTcRIOR 7 Yo 717 fl TOE r IlIIId9 %0#1 J6a E, DA10A BEACH W. / 3,'S8 BEACH. R }Xms i'xs i tYPI. OG AUh+Si412ASKRd No. 283>a TB VERTICAL SECTION DATE 09.28.17 UVVLI /I-^lyi I CHK. rB{f- qq77 i... L F Nd SCALE NTS S llD021 SniET ELF GLAZING DETAIL SHEET 1 DLO f SEE GLAIING DETAIL. SHEET 1 MAX. FRAME -MOTH —. t SEE GLAZING SEE NINE S DE TAIL SHEET 1 INTERIOR I XiERiJi MAX. FRAME 'WIDTt+ HORIZONTAL SECTION INTEGRAL MULLION POST D.L D-L.o. SEE GLAZING DETAIL SHEET HORIZONTALSECTION_ FIN JAMB NOTE E. i HIRkZOINTA SECTION IS ONLY FOP, RATINGS 107-75 4480',TRIPLE PICTURE, WINDOW, DESIGN PRESSURE+SOJ-SC LIE CIO X48 ', TWIN P.CTJRE AlINDOvV, DES N PRFSSURE -b0%-50 a'F'At0ersen f tL ; yr n cS Ulry SY s f RESAiRKS by [;AiE 6T H FET. EDITION F!t iGJl Fl DA i_E. kc TSTJ$ W.AlAG WIC Dtd4n ALM Ed l9 A -INSEAfi+., n. ]YY4 GER7p' kAliHpbZA iXXi Mc. 283)B FL149g1 DAIS 09,28,17 DVT. rBBY' C:HK B'Y"ii l. HFN SCALE: NTS oA- SWD021 SHEET; OF 5 s M, ;N EMB SUBSTRATE BY OTHERS MIN. EDGE CISTANC: 1/4 MAX SHIM SPACE EXTERIOR '-' INTERIOR rA--U, ANCHOR DETAIL NAIL FIN (HEAD) NOTE Slti_ AND IAMB HAVE. SIMILAR DETAILS MIN, EDGE DISTANCE SUBSTRATE BY OTHERS __.... i MtN_ EMB- 1J4' MAX. - SHIM SPACE EXTERIOR Ill! _ INTERIOR tTHROUGH FRAME [HEAD) ANC;i-iOR SCHEDULE Silver M t Ei ., : MLiU0DneSUBSTRATEANCHORSCHEDULEMINEMBEDMENTkrwnseii WOOD# 0 WOOD SCREW 1.5" 0. i 5" SGSG=fl.55MAIN METAL .18GAUGE 31HREADSMIN S - Steel, MIN .FA=33KSi # 10TEKSCREW SEND FRATION BEYOND 0.75" THROUGH FRAME METAL x -. CONCRETE a° 114" IT'J TAPCON 1-75" 2.5' fc=300flPSl a MASONRY_ EMU per h m a z 1/4" 1TW TAVC,ON 1.75" 2 5" A5 FM C90 Pc2000PS1 VVd070 # 5 w ,Do VFW i s 5j . ' a " U I MIN SCE 0 55 T z 1NAILfIN B TAL 18C G". S!-e z' x `0BTCK .>CP,1='A+ PENFTk t N BEYOND O i5" Fy_ S3KSI--- G x O o `' # MIN. r>- t Q C1C, NOTE 7 U TTLOCATIONOFBUCKORWINDOWANCHORSMAYBE DJUSI E iIiDMANfAiN-MN-CENTER 10 CENTER d SPACIN B. TWEEN ANCHORS SUCH 1 HAI MAX O C. SPACINO SPECIFIED 6 NOT EXCEEDED. z a 2 BUCK MAY BE FLUSH 'All Fri FAICE OF t HE BLOCK. 77 RELMARrS77 j4"' ITW TAP L N ANC-IOR ISTH FE:: EDITION CRY 10/17 4" FROM CORNERS 16" MAX. O-C. 1HI RAFTER 2X' WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1, 1J4" MIN EMBE' l MENT _-- 111MIN. EDGE D,_,-A( . E ttrt i 2" MIN. EDGE s N B. rQ ', DIS[ANCE _— - CONCRElt/MASONRY Ce Y'Y •" { BY 01 HERS 1\1q, ,7 7174 =' Y BUCKINSTALLATION DETAIL NSTAi.LAT! ON NOTES. j Y. l' j/; S'Xtt*fONA U t4 4' q% 1 ONE (P i.(.AT10N ANCHOR IS REQUIRED AT EACH ANCHOR OCATION SHOWN- XXa XE3 2- - HENUMBERUPINSTALLATIONANCHORSDEFICITSISTHEMINIMUMNUMBEROFANCHORSTOBEUSEDFORPR' NSTALLA'TION OF 1HE, 5tFE lfiit#Ro PE 1. MAXI. MUM S Zt LISTED ewnc rt Ps. aac 398 E. D— SE— 81 b9. i J38 BEA:.H, n 9`Y16 3 INSIAU ING VIDI-A1.+NSTALL„TION ANCHORS'W;TNiN A TOLERANCE OF -112 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT MI. OF f . II.S II E, VA`HOU" CONSIDERATION OF TOI E~?ANCES,, TOIFRANCES ARE NOT CUNIDLATIVF FROM ONE iNST L'_ATUONANCHOR 101HE NEXT. FL A F 14918 A. SHIMASFEQuIREDATEACHIPJSTAt.A1,0N AW-HGR WITH LOAD BEARING SHIMSS. MAXIMUM A_ O N-Af3Lk SHIM STACK -O BE lf4 H_ INCSHIM WHERESPACE OF 1/16 INCH OR GREA"! ER OCCURS- SHIMS} SHALL BE C.ONSTRUCTEp OF HIGH DENSITY PLASTIC OR BETTER. yc': DATE{J 7.2 p 5. MINIMUM EMBEDMENT AND ED6F DISTANCE'. EXCLUDE WALL LIN1SHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND DWG. BY,17 C CHKBY: StDi, NGCL iL 3FN 6. INSFALll.TON ANCHORS AND ASSO ;IATED HARDWARE MUST BE MADF.OF CORROSION R£SLSTAN' MATER1ALOR tiAVEA CORROSION RPS:STANT SCALE. NITS C,,ATING. DWG#-SWD021 7. FOR HULLOW BLOCK AND GRU'JT HLl.ED BLOCK DO NOT INSTALI INSTALLATION ANC. HORS INTO MORTAR JOINTS. EDGE DIST . dCE IS ny EASURED SU-ET' rO .: -RE DGE GF F v K )R TDI,t OL MORTAR )DINT INTO ALL SHEL "7F -!_C7CK. E. iNSTALLAfiON ANCHORS SHALL dE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WI H STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEEIHED BY THE ANCHOR MANWA:CTURER- 0F 5 317 20 18 Honda ::wilding Code Online c 4R r "v lei a o" 4 V . . . .... Lo,; In o", `s_Scurf IWIS S'" Mog) n Product Approval tUSFR jl f IP "' a,jai Application Detail A ti FL a FL204, -R3 Apphcat;on Type Revision Code versior 017 Application Status Approved Commenr's Archived Product Manufacturer Tharria-Tru Corporation Address/Phone/Erranl 118 lrdijsCr ad give Edgerton, Ohi 43517 419) 298-1740 Authorized Sigratire Vivian Wright Tachnica! Repre sentative Quality Assurance Representative Address/ Olone/ I Emad C a tegofj Exterior Dool S S--bcategory Sviing,ng Exterior Door Assemblies Ce rn p I i a n c e Method valuation Report f -) i i i a F 1 o r! d a Registered A rc h i L e c t or a Licensed 17 1 o r i (In Professional Eng neer Evaluation Report Hstocopy Received Florida Engineer or, Architect Name o4ho developed the Lyndon F. Schmidt, R.E. Evaluation Report Rondo -;cense PF-43409 Quality Assurance Entity National and Nlanagarnont Instit,ite Quality Assurance Contract Expiration Datc 12/31/2021 Validated By Ryan ), Kaig, P.E. I Vikdation Hardcopy Received Certificate of lndeoe,idenccc References! Standard and Year (of Stx)dardl, Equwaience o", P.)duct Standards Ccl-ffic"o BV Section s from the Code 2 0116 1 JR3 ofl' — =2 I - --------- - - ---- -.—l- - - - --------------- - - 1S anclard11-1-1-1 Year t 0 11/1, S, 2 199-11, ASTNI E330 2GO2 ASTvl E331 2 il)0 TAS 202 1994 httDs:,,,," loridabuildingorg,,pr'pr a pr, _dtIL asr, x-, pa ram =wG EVXQwt Dq si 9a49YAgXj kHO uU rrq(3tbb 1 an IL F8n Uu HQ RAp Mg Rc-,3A,Io3dr`o,3d 3,7 2018 Florrd.i Buildirg Could Qnlina,) Installation Instructions E_) 01ULU3 it -( Verified By: Lyndon F, Schmidt, P,E, 43-109 Created by I ndepcndcnt Third Party: Yes Evaluation Reports Created by Independent Third Pai-ty, Yes Nor-onal r3'3 "Non -Impact," Opaque Compos,te Edge Fl)erglass Single Door with Sidelite(s) (Inswing/Out,,wing; XO, OX or 0X0 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No R3 11 ei lrs1_,, Approved for use outside HVHZ: Yes Vert ad Bv: -yndon F. Schmidt, P.E. 43-109 Impact Resistant: No Createdrej,,,ed by independent Third Party: Yes Design Pressure; is/A Evaluation Reports Other: See 11,157 20461,2 for Design Pressure. Rotin q_sr any 2 1 4PR3AE1.112 1 -2o ta ansand product Creaec by 7ndependent Thirc daitional use, ltrin tions, iWallation ins rust fra-l"y: Yes particulars. (For Fiber - Classic and Smooth -Star doors, this product approval requires the use of 'J' part 'lurnbct's for these doors, R,O, ich havebeen star )ed )t, pained wrInin six months of inst3llatior') 20,16 t. 3 c. Toe r:nia -TruFiber-,.'lassic. and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/ A Other: See INST 20461,3 For Design oressure Ratings, any, additional use li ifnit3tions, installation instructionsand product Particulars. (For Fiber - Classic and Smooth -Star doors, this product approval requires the. Use )f ')" Po't rs f'r thea 0 doors, which have d(,en star red ,rr oamt,.,?d within six months of Nonninal Non-Irnpact" Opaque Cornaos;,e Edge Fiberglass Single Door (Tns,,,, mq/0utswinq, X comflNguranon) Limits of Use Installation Instructions Approved for use in HVHZ: Nn E!22t "L""i Approved for useoutside HVHZ; Yes Verifted By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Pa;-ty! Yes Design Pressure: N' A Evaluation Reports Other: SoP tNS7 20461, 4 for Design Piessu!e Ratings, any F 2 ,fur r 11 1 I -S`14-' LR], _P, 2 , i4p , additionaluselimitations, mst&llat:on ins',ruci-ions ano 10foducr Ci ea,—,ci by independent Third Pa, ty Yes 20461,4 d, Therma-Tru Fiber - Classic and Smooth -Star Product Approval Method Date Submitted Date Validated Date Pending FBC App,, oval Date Approved Nei:nod 1, Option D 1 2,,13,120 117 121312017 12,121-12017, C 2,, 131,10 18 Summary of Products Go to Page Paige L / 2 0 0 FL # Model, Number or Name Description 204b1. 1 a. Therrna-iris F:ber- Clas>tc and 'Nominal EY8 'Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Oritswing; X corfigt,ration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INS- 20461,1 for Design Pressure Ratings, any additional use limitations, nstallalf:on in>troctrons an.,' product particulars. (For Fiber -Classic and Sr,,00th- Star doors, this product approval requires the use of "Y' part nurnbers for these doors, which have been stained or painted within six nionths of installation') 20461,2 b, Therina-Tru F, ber- Ciassic and SrT100th-Stdf- particulars. (For Fibe, -( - 71,cssir and Smooth - Star coots, this product :approval requires the use. of "I" part numbers for these doors, which have been stained or naintod rxithir, six months or installation,', e, Therma -Ti u Fiber -Classic and Nominal 7'9 "Non -Impact' Opaque Composile Edge Fiberglass smooth Star Single Door with Sidelitte(s) ( Tns,,vtng/0ritsraorg; XO, OX or 0X0 configurations) Installation Instructions ask K 7 e , 1 0 31 1 T L d-zo Nominal 6'3 "Non - Impact" Cipaque Fiberglass Connpo5j,,u Edge Doodle Door with or without Sidel:tes ( Inswing/Ou'siving, XX or OXXO conligut,3tion i Installation Instructions F-19_,It,61 k3 r -3 t)d Verified Bv: Lyndon F, Schmidt, i'.E.- 434,09 Created by independents Third Party: Ye Evaluation Reports a - CreatedbyIndependentThird Party: Yes Limits of Use Approved for use in HVHZ: No litt Pis: dflor,dabui Id ing, orggpCpr,_ app,_,dtl, asp 0pat ann-wG EVXQ,,vt0q s,J9a4 9YA, XJk HO u Lit rqf;tbb I at) 1LF8n U u FiQ RApklg Ru3A-,/,3cJ I,, 3d 21;6 3,72018 Florida Building Code Online Approved for use outside HVHZ: Yes Verified Byi Lyndon F, S-hioicft, P.F. 43409 Impact Resistant: No C,-ealed by Tlideoennent Third Patty. Yes Design Pressure: N/A Evaluation Reports Other: See INST 20401.5 for Design ressursf Ratings, anv R 2 461 R3 AE F-vuI additional use iimitatioits, inslallation instructions and product Created by Independent Third party: Yes part culars. (For Fibei and Sin,:oh-Star doors, this qroducC approval requires the use cf ".3" par! - nurfibers for i - 11-see doors, Mich have been stamod pa,fized WIllif, six months of installation,) 20- 461.6 rherma-Tru Ffbfe-,Clasic and Norrinal WO 'Nor-'rnpact' Opaque Composite Edge Fib2rqlass Sim o o I n - S to r Single Door (Inswirig/Outswi fig: X c,)nfiguration' Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyrdor, F. Schmidt, P.E. 43409 Impact Resistant: No C,-eated by independent Thirc, Party Design Pressure; N/A Evaluation Reports Other; See INSF 20,461,6 for Design Pressure Ratings, any L,_2C,4,tY,1 _143 _oE(q)_Et1,jt_2J,-16 1,6 qq1 additional use limitations, instaHation instructions and product Created by Independent Third Party Yes Particulars, ;For Fiber -Classic and Sinuoth-Stra, doors, this co oduc! approval requires the use of "Y' part ritirobefs for these Coors, wl) icr, have been stained or pain'ed within six months of installation.) 20, 161, 7 g. Thernia-T,u Fiber -Classic and ra(,,.minji 8'0 "Non -Impact" Opaque Corrposie Edge Fiberglass Smooth -Star Single Dour with Sidelre() X0, COX or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INS"' 2,3461,7 for Design Pressure Ratings, any addil'ional useimit, - , installation instructions and prodr,ct atlowS particulars. (For Fiber - Classic a-d Smooth -Star cents, this product approval requires the ;jse of "i" part numbers for these doors, which have been stained or painted within six months of installation.) I )XO configurations) Installation Instructions FLI 4`'! R3 -, Q'Ir-).' , 7` is d 12C _ , U lns I -_ _ -_ 2 Verified By: Lyndon F. Schr-ridl-, P,E, 43,109 created by hidependent Third Party Yes Evaluation Reports P_ 1 _R3 - fir (tj }-'ya 1 2 0 116 'L 7_iLJf Created by Independent Third Party Yes 2046 L5 1, Piernra.,Tru Fioer-Clav-;ii and Ncr-rral 8'0 'Non-Irnipact0oaque Composite Edge Fiberglass 4 n moth -Star Double Door with or witnoul, Sideiites (Ir-swirg/Out-swirg; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No p_(ff Approved for use outside HVHZ: Yes ve, fled By Lyndon F Schmidt, P F. 434,59 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Sce INST 20461, 8 for, Design Pressure Ra!,3r1qs, any f - i_2 I R3 AE(d additional use llfol"atlJnS, irstallatYin instructions and piroducl Created by Independent Third Party Yzf, particulars, (For Fiber -Classic and Smooth -Scar doors, this product approval r-QquirQs [ lie use of 'Y' part numbers for these cools, which lave been stained or Painted within six months of 20,161,9 1, Therma-Tru Fibe ar>sic and Non spa 6'8 Non-tirnpact" (5axed Composite Edge. Fberqlass Smooth -Star Single Door Nnswing,, Outswng; X corfigurat,on` Limits of Use Installation Instructions Approved for use in HVHZ: Nu i L,j, RJ_ (,e) Approvedforuseoutside HVHZ: Yes Ve-!fred 3y: Lyndon F. Schmidt, P,E. 434'_D9 Impact Resistant; No Created by Indepencort 1-hird Party: Yes Design Pressure: N/A Evaluation Reports Other: Sop INST 20,161, 9 for Design Pressure Ratings, ary Eval 2 an1 Lpdf additional use Irni'ations, installation instrococris and product Created by indepenoert, Third Party Yes paroo liars. (For Fiber -Classic and Smooth -Star dooi, 'Iris product approval requires the use at "Y' part numbers for- these, doors, which have been stained or traintied within six rnonths of o5tallat:fori.) 20,161,10 Ine—na- Tru Fiber-Clasic and Srnor,Lh-Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Ye.,_, Impact Resistant: No Design Pressure: N/A Other: See INST 2D45!,10 for Design Pressure Ratings, anv tion instructions and product additional use imirations, irstali,aparticulars_ (For Fiber -Classic and Smooth -Star doors, !11,3 Nominal 6'8 "Non-tri- ittac" Gazed Connposilie Edge F berqlas Single Door with S,dehte(s) ( Insw,ing"Outsixing; XO, OX W OXO configurations) Installation Instructions Verifted Bv: Lyrdcn i S ltrnidt, P,f 43409 Created by Independent Third Party, Yes Evaluation Reports Created by Inc pendent Third, Part,,, Y,--, httfps/floridalbuilding c)rgpr!pr__app_ dtl,as,r)x?parim=,wGEVXQwtDqs,J9a4S)YAgXJkHOu;Jf,i,,,6tbblai)ILFHriI)uHQfRApMyRc:3A""3(1%3d 16 3/7 2C 18 Florida Build=ng Code Online product approval requires the Use Of "j" part n-irinbers 'or- these doors, which have been stained or painted within SIX Months Of nvl,ailatjon 2046 1. 1, 1 k, Tzierma-Tru Fiber -Classic ard mooth-Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure. 14/A other: See INST 20,16 I -A! for Design ProSSL,rc Ratings, any additional use limitations, installation ri,,tnucticns and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requifes the use -)f "J" part MInifiers for these doors, which have been stained or painted within six months of installation.) 20461,12 1. Thernna-Tru Fiber -Classic and Sinooth-Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 2G461,12 for Design Pressure Ratings, any additional rise InIlLations, ir,,,tallahon instructions and product particulars, (Far Fiber -Classic and Smooth -Star doors, this product approvai requites the use of "Y' part nurnhers far the doors, which have beer, stained or, painted within six months of nstallat'o.") Nominal 6 8 'Non-t-pacil" Glazed Cnmposite dgt,a F1'bergass Double Door win or without Sidekes (lnswirqOutsmrg; XX or OXXO conrgurations) Installation Instructions F t. 2 0 4 6 1 3, _ I I _ _20J61 11— - _) _ rj K, Verified By: Lyndon F. Schrnidt, P,E, 4-3-109 Created by independent Third Party: Yes Evaluation Reports L 2 12 - 1 1, - R 3 ,lf 2 2 +a 1, t Created by IndepenCen, _Fhird Party: Yes Norninal 7'0 "Non, Impact" Glazed Composite Edge Fiberglass Single Door X configural, oo) Installation Instructions rst t . 1 2 pct VerhQd BY: Lyndon r Schmid, P.E, 434C9 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 2046 1. 13 m. Therma-Tru Fiber -Classic and Ncirrinai 7'0 "Nor -Impact" Glaze,,] Composite Edge Fiberglass S noottI-Slfar Sirgle Door with S Jehtels XQ, OX or, OXO coringuiat-ions) Limits of Use Installation Instructions Approved for use in HVHZ; No FL Approved for use outside HVHZ: Yes Verified By: 1-yrdon F, Schmidt, P.F. 13409 Impact Resistant: No Created by independent Third Parry: Yes Design Pressure; N/A Evaluation Reports Other: See INST 20461-13 for Design Pressure Raun - s, any 1 R F _1 I , A d _E 2rEI 2 61_13.pof ad,-, Juonal use lrni3tr)ns, in,,ajlatmn instructions and Product Created by Independent Tnird Patty: Yes particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 'J" part numbers fcr these doors, which have been srawed or oamted :re thin six months, of nstallanon,) 20461.. 0461 14n , Therma -Tru Finer -C13SS;C arld Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/4 Other: Soo MST 20,161 .1, 1 for Design Pressure Rulings, any additional use limitationss, Installation nstruchons and prodLj:t particulars, (For Ffber-c`lassrc and Smooth -Star doors, this product dPPuOVd1 Ve(JUH-Ps tho case of jr, Part nie hers for these doors, which have been stained or painted within six months of nstallarlon') 20161, L5 o, I hernia- 1-ru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20,161,15 for Design Pressure Ratings, any additional use Irritabors, installation instructions and product parnaular's, ( For Fiber -Classic and Srrooth-Star doors, this product approval requires the use of "J" Part nurneers for these doors, which hale been stained or painted X',itnir six months of nstallatior") P, : hernia- rru Fiber - Classic and Smooth -Star Nornirw 8' 0 'Nor Impact Glazed Conriposite Edge berglass Single Door ( Inemng/Outswing: X configuration) Installation Instructions FL2-)_461R ,_'; I , - 14 d Jf Ver,heo Bv: _y-dun F, St birrIct, P, E. 4 3, 1,0 9 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Partf: Yes Nominal WO ' Non-ti-risact" Glazed Composite edge Fiberglass Single Door with Sdsilrte(sl (Ins* rig/Cutswing, 00, ')X or, OXO Isnfiguratlons} Installation Instructions F, 4t r 23, irls.- 2'61 15 V Verified By: Lyndon F, 14 Schmidt, F. E. 43409 CllreaGed by Indepencen', 11-hirr! Party: Yes Evaluation Reports 11, T61 )a 6 1 Created by indepe, wen' 7hirc P.,)rty Yes Nomina! W0 "Non - Impact," Glazed Crampon to Edge Fberglass Double Door with or without Sidelites (Inswing/Outswina; XX httlps liflondabuilding orgiiar/ pr acp __Gltl aspxlocrarn=,wGE"/XQwtCq,J9,,i49YAgXJkHOuUrrq6tbb1 atiiLF8fiL)uHQR,pi%igRc3A%3d%3u 4,`6 3/7 2v18 Florida Buildina Code Online or GXXO conNgUro'.;WIS Limits of Use Approved for use in HVHZ: N,) Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461-16 for DQ,,,iqn Pressure Ratings, ary addilro,ial use liritations, irstaliatron instructions and product particulars. (For, F ber-C[assic and Smooth -Star doors, this product approval equires ,he use &7' pa- n,in,i efs 'oa these doors, xit)(ch have been itamed or oa rited within six months of lstallation.) 20461.17 cl, -ho,nia-Tru Fiber -Classic and Srinooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 2046'. 17 for Design Procsure Ratings, any additional use hrirtatiQns, itistallazion instructions and product part;cuiars, (For Fiber -Classic and Smooth -Star doors, this product aaprova' requires the use of "J" part numbers for these doors, which have been sta.ned or pointed within six montrs, of installation.) 20461,18 r, Therms-Tru Fiber -Classic and Smooltl,-Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: NIA Other: INST 20461,18 fur Design Pressure Ratings, any additional use irritations. irsalloon instructions and product part; culars, (For Fiber-,:AasO c ard Sn-,)oUh-Si:ar doors, this product approval requires the use of "J' part numbers, for those doors, svi ct, have beer ylarnd or panted withir six iTionths of nsfallation.) Installation Instructions Verified By Lyndon F. Schmidt, P.E. 43.109 created Ly Independent Third Party; ",.,a Evaluation Reports Created by Independent Third Party: Ye,, Nominal 5 8 'Nor, -Impact" Opaque Composire Edge F,berglass Single Door with T-;ansoirn (1,nsooing/Outsv,,;nql 0,1X corifiguratzorO Installation Instructions F'-2 ur t. 43 11 't, Urs'QAGL Verified By: Lyndon Fr Schmid,, P.E. 43409 Created by inciepeicent Third Party: Yes Evaluation Reports LLLQ,1 C,_1 E AE ( 1% i t 7 p Created by tnoepencerThird Party: Yes NOMInal 6'8 Opaqui--, Composite Edge Fibeiges, Single. Door with Sidelkte(s) and Transom (1nsvvng/'0r.j1hs\ving; 0/XC, 0/ 0X or 0/0X0 configurations) Installation Instructions F L 2 C!, I 1 R- 311 -Lfi'L —21L t( L —1d ;ire Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1- 2r4i ij R3 AE- j "i Ev J! 20461 _' 3) p Created by IndependLrIf Tlt,ird Paity: Yes 20461,19 s, Therma-Tru Fibci- Casl-ic and Nominal 6'8 "Non -impact` Opaque Composite Edge Fiberglass, Sn"orit'n- ster Single Door with S delite(s) (Inswi ig/0,,,tso, rig; XQ, OX or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/ A Other: INST 20461, 19 for Design Iressure Ran:ings, any additional use limitations, irsmilation instructions and product D,WICLflcll S. ( For Fiber-Clas,,a- and Smooth -Star doors, this product approval requires the ase of "J" part numbers for these doors, which have been stained or pointed within six months of ristalla-ion.) dn 20461.20 t. 1"erina-Trio F! her- Class c -i Smooth-Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/ A Other; INST 20461, 20 `or Design Piessuie Ratilrigs, any additional use hnriumDns, irst allauran inso uctjons and product oarttculars. For Fiber - Classic and Smooth -Star doors, this product approval requires the use Of T' part ni-11-nihers for these doors, which have been stained or painted within six months of nstaliat;nn,) Go to page 0 OXO Continuous Head and Sill configurations; Installation Instructions Ver1red BY: Lvi- doin P. Schmidt, P.E. 434019 Created by Independent Third Party: Yes Evaluation Reports F- 2r'4— R3 AE (d'---va 4 161', p 1-- — — --; _of Createdby Independent Third PaityYes Norr-iral TO "Nor Impact Opaque Comiposite Edge Fiberglass Single Door with S, delite(s) (Ins orinq/Orjl:,iv,nq, X0, OX w OXO Continuous Head and Sill configurations) Installation Instructions F L2 94 r) I R 3 :1 n Verified Bv: Lyndon F. Schmid,, P.E. 43,109 Created by Indepen-lent Thirc. Party' Yas Evaluation Reports Created d by Independent ThiicParty Yes 0 0 Page t / 2 * 0 https:,?fl(.,,r!dab,, itidtng.orglMripr_app_dtl.aspx"pararr=wGEVXC wtOqs,19,,i,19YAgX,jkHOtAUrrq6tbblziiilLF8r)U.i iQRApMgRc3A'!,3ci"lo30I Sic) 17 2 11) 13 Florida Build a, Code OnJne Ti,! Fla ,wo I )II AA E`() Copt ,P, 2,13 -i,,, 'j, ""n—nt A, 1 9,, U o, vnjd ""j, ssc cJ, Pc, )hl- cs It ou e, "aN au;, si -,P, at io,d q 3') t . ids , i av, are y"', 1,) ,}n t<a S,ppll l I J, vl,ol2 .n pub,I. 10 Je(w vc f y0lt aI e 1 11, Wdul lt Product Approval Accepts: M, h Ups:dfloridab Ul ldi rig. orgi prl!pr,__a p p_'d t I as x?piiran,,-,/vGEVXQwtDqs,[9a,19YAgXJkH(,Itjui,r,,i6t[)b 1 aii[L.,F iriLJiiFiQRApNIgRc3A",,3d"3kl M INMTER i t AT ON NOTE`, I. ONE 1 , NTFAIIATION. AUTHORS FQU REDT FAC.i AM1,10P IC)CATSCN SHfO, PJt:. 1. T HE N IT TA S E R tJF I A S I A Anna AN ( OR SDE IC1t£ U 1?iTMINTOUM NUENbtR OT ANCHORS TOKIUSE /OR PCODUCf INSTALLATION 01 THE NIAMMUNi s Ar /I,TED. 3- INSTAlt NON,DUA INSTALLATION ANC HORS WITHIN A TOLERANCE OF±1/2 7NC: HJ EDEPICIED LOCATION 6 SPAT TEST, IN [HE A NCTIOR LAYOU I DETA}LS E.. 117 HCt11I CONSDERAT iON () IO RAMC Est IOLERAN ESS ARE NOT CtU_ FA L'AI VE FROM ONc NSTALLAI DO A AN' U) THE NEXT SHIM F i'71ftEU AT H INSTALL-' I ON A d4 0R, WITH L( D PFAH,04G SHIMIS) MAXIMUMAL OaVABLESHJfOiIACd 06E=/8 INCH SHMWHERE SPAC ) 1/'61NC i OR GRFAIi El OECD FS. SH M Sj SHALL B: CONSTRUCTED OF HIGH M NYTY PLASTIC OR BETTFR. S FIN INSTALLATEON OR 6 SIALI 7 ) I NUCE NU"VI FRAM CR, US 48 NOOD STREWOR 11 At { O )FIN, N 1t O i CO MOON NAI S F U)-7CI, NT EP,GT1 ) SCt F,/ .1/T INCMINAt dFt DONET INTO RYJD SUBSTRATE NI LAUON SHA J'AINIAJN IN A SO ETTA, OS ANC. 6, FIN INSTALLATION. TOR INSTALLAJION INTCJ E AL STt1D USE 48 tF-fAPPiNG Sf_Rt' AIS, AT Sl1EF 41EN` .[NGiH TO ACHIEVE A MIN0,IUPJI Or 3 ri RTADS PENS RATION BEYOND METAL WALL IP,S(ALLAHON SHALL MAINIAIN Mil:_ VIS E X) E DISTANCE 7, THROUGH FRAME INSTALLATION FOR NSTA A ;'ON INTO 1 OD FRAMING USE;s t</ )T) S HF S 0 SL1FE C 1 taT 'GT-i A( tilEb. t 1/2 INCH MINIMUA. BF3M,T,T7,") WOOD SURS-,RATE8, THROUGH FRAME INSTALLATION . AFL INS, AL.ATION THR() { i X BUCK TO CONCRETE/>n ASONRI OR DIRE(TIY NTO CONELRt Tf/MASONRY US, 3/15 INCH DAM 1 R 1I, lAP ONS OF SUF4 N J LENGTH 10 ACHEI 1.)4INCH MPH MUM, :MBEDMF .INSTA. DIT JN $HWL MAIN FAN MIN 1 31;4" EDL; u STA ,' R THROUGH FRAME INSTALLATION /F , Tal TAT TON INTO SO TA„ STUD USt KIO SETTAPPNV SCRv'1S Or ; U 41 17 1 'N IH TO ACH V AMINIMUM OF 37HIT E AADRPE N E1 RATION 3E I ON.) MA IA_V. ALL IO MINIMUM FIABEDMENTAN£) EDGE DISTANCE LWLUDE WAt i FINISHES, OLE U )IN{ PIT NOT I I I D TU SI UCC. ), FOAM, BP CK VE NN AND SIDING. IT INSTA L ATON ANCHORS ANN AS J/ Al i_D HAPDI MOST BF AAD€ OF CDR* „C) % RE;tSIANT M,. :.IT"C,r, HAVE ACCGIRC S10,^<KES SLANT COATING 32. FORH0It0AJ6LOCKAND P.OFJFtt DBIO/K DCNOJ i INSIAIL INSTAL =. ION AN( HORS INTO M(J T F IOI SITS EDG[ DIS'ANCt S MEASURED FROM EFT LOGE OF b,'JCKOR TDGI OF MORTARJOINT iNIO FACFSHEIt OF BLOCK IS I dSTAl !AfjQN ANC ORS S - 5 N P t LD N -t CORID y F Nll H ANCHOR MA"JJ PC t R S 1 L A O U LION L ANCHUIS, SHALLN )J 8E USE U ED IN,)INl,,)S11,AIESb i RT v( i SLE51 ,.vTIT NIINI.7UM,1RENa,H cC FIE £l JHE F3`CH r+TiAN F IIR.,. 14 INSTAL ATI It ASK NOR CARA(11{ LOR PRODUCTS HC REIN ANT BASFDON SO BSIRA IF MAI'RALS SJ H1- H)LU)SVINGPROPTRIBS A. WOO J MINIMUMS/ CIF I ( GRAVI I f OF ', I PC B Otd R t -PAN MUM OMFH SS Vt STR, S TH } 3007 PS SEIOw fiLLEUTSAU ., diT STK V, ti ,.Ohr J93uS FG AS" Jv1('/WITH MDP SA S1 C IA SS7 STPF NI it 'F 2OC R i ANT) LRO )T C ' R)R'f5 TO fM C 76 PA IWA 1ivl CR 7t UMPRS, k/IAlNGfH O) 2000 C',, T. H32W SINCE TOO UN I ST{ LCC T O" D MS T(? STFA C 4(] Vsl H MINIM I i {3'M PE 5O SIRTIN IHOF 201101S'. E. S7 EL MINI VIU III Y LD jIRENG IH ()I 33 YSt P/HNiMU(A WALL IHICKNESS OJ '/.8 AA7L {G.f 4/8" or 18 GAUGE). MIN. 112 ED6c 1)67 ANC, F Al si MJNLJ - MIN MI M AT 101 J63 T>. IN IN,PAUMA -/AS L THICKNESS OF V T, 112 Dv GISTF >fC. Silver line SILVER LINE BUILDING PRODUCTS t0Allded'siHl i SERIES 290014900 AA s. Aa EXTRUDED VINYL SINGLE HUNG WINDOW NON — IMPACT) v o' H v C L o . E NFRAL NO TEP Q r a .,- O f O - FIT E PROP USHOWN HEREIN IS DESK NFD AND TABLE OF GON TENTS L NC < Q tp l IlP ANUEACT UR'-!J TO COMP.Y l. VTH ti[ t, I i DiT14N tv Z -3 kiGAA UD NCi I OOF, 3C 7. EX(.0 ),f"S 4JNL AND HA$ E5C'- TTo79TN OHWNT RP_Vi SSOra ACI E1A UAJ D FS R NG G17tFJ,.N.UWING. nz);v„ AAPJIA/ ,+rJ TAA/ SA ..5.2/k4 J JS/ 11 1 C -CE?PlERAL NAIF 5 3U ADtQUA YU IH-:TISTN., STRUCf RAL 2 - E EVA TIG'N H w CONCRETF/M `,0 JRY, )X FRAMING, AND METAL FRAMING s' - ANCHOR LAYOUTS E_ uj AS A MA N AS ND FOR',,, RESISTING WSFEM CAPAE, OF W, I FlSfAND)EG AND I.TiANSFERRiN£, APPLIED PROOC Cl T 4 - IF ITORIZONTAL SEC ION.5 {NAIL ('`'IN) LOADS TO iHc F6UNGF iO> IS iriE ktSPONSi BIL IY Ur THE VERTICAL VERTICAL d HORZZONl AL 5ECTICON5 (THROUGH FRAME) LLi "' LNGNEEP UR ARCHI i ECT . Rt COR.) sOR THE Pn0)_((OF F- q INS(ALLA'ION. b HORTZONTA 5EC`1EN5 3vCKTN5TALLATION. 56CAZIN6 R Cc AIL i IXA D2X tASONM f D)SHA BF L> S INv DAND TN,. H:R ) ''PF1;FIEDH£xclN. F F Ek SHF- orOR A., SO J THER C E ' 1tt: OF BUCK NSTAL.t,, ON 7HF INSTA MIO. J UFTA LS `3fSCtEiFO tiFREJtJ ARE MAX OI AA.Lt 5TZE CONFI6. DESIGN MISSILE WIDTH HEIGHT PRESSURE IMPACT PATINE, W z j'`' E` FNFR. 0 AN) M T NOT n F i ALlU1 C), 7NDLDO SPAR SPECi FIC 1 I.511F (}TTD TDO%S C U St fNR1 SIGN G 36` 84" O/x »3A/-35 P5F NON IMPACT t D VIA( JM iH r< OL 4 MI 5 E AIRED t3 1IS Z :D t- TI NS U N IT I* ) I N [TS . vR^. +c S : E. V c { UNIC A IS /) USE t IIH S SUCU^rSt ,1 i'i t8' 66' GTX ). a P'ON IMPACTOL 5;, P 38"' 74' 0%Y. YSF N)JP +,,y/Alic'S. IPd NJ /)'.. ,.AS, ONE 7L PRODUCI 5J, ,i NONFaZAPPROVALTOBeOBTAINSDFROMMIAPOADEREROR38' 77' LOA- 3-S5PSP NC11V IM?ACT V 0b/ I, Hi vT I- w . bZ" O:X +SU ' -50 PSF NON IMPACI IN, r D ED L] 4P` i?O)! 1> MPAt I PPO(FCT 4, L t 15 REQUIREDON12" H 5 PRO tlt I v AREAS P (U RING NIPACT RESVTANiE. 48' O/X A35 3515F NON IMPACT 43" 84" OlX .2: 27 rSF NON ih1pACT 11 vVINuOV. -RAP•A * MAT,.R Ai 2V(,: 52" 72' OTY. 2 -2 PSF NON IMPACT I 7. IN AtCOR,)ANC- J i H FHF C,TH PDT! ON OCT, NJOOU COMPONI, IS i S HAI L HAVE BEEN NT rNVA I lVE I BE,' Tt D 36, 1 83.75" O/x {ORIEL) A35/-35 PSF NONIMPACT f 1911 OR SHALL BE 0 A DURABLE SPECIES AS DEFINED IN 48" 961, OIX (( ORIEL) + 20I 20 P5F NON IMPACT M1 7 t iAPI TR 23. 72" 3 35u. SF d SS'v; sl T i. HE{),,1 ht I ttf^A E. 130C 52" O/X-O/X NON IMPACT vk{t+:> C ASL CHAT S ,tt > n a C0k FAAZ x(, DT fM' ,. d4" O/ X-0/ »3>/ 3 5 P"F - P F, 72" X N( Jti _M AC7 1+ QX([ 6- i 7b" 62` UJX-O/X tiv L r SF 'NON LPA!°ACT a+ 76 7E' O/X.-O/X -5U / r 5F NIN YMPACT OY`*.q, ImoIB , z 76' 77' O/x O/x '2 / 25?5P NON IMPACT O Sa,.. 80" 79" 0/x-O,'X A35 aS PSF PJC7N SMFACT. XX7 717E 96' 74"' N/X-O/X -10 30P.5F NON IMPACT I} i11KKA k' L J 5P dflN IA `ACT I 1 SD&" 62" O/x -O/xO/ x .5/ O 108 72' O/X- O/X C1/x =5 / 5v P,yF NON IMPACT tT, ''' T T m Zh-1-14 t 108'' S4" 0/x 0/X O/x 2P/-25PSF NoraIMPACT Zuo3 - T AN LO A D V pGry # N FF; qp y Q/ ryj / S T 0iA02 FL#. FL19715 uat< 2 1 , 1, ,',d )' ,/ SHEET, OF MAX FR, HEIGfiT MAX FRAM HEIGHT 9E MAX FRAME WIDTH 48' sommosoffffffavylvira L MAX FRAME iWIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW ii QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-490i1 RATINGS, SINGLE UNIT CONFIGURATIONS AKATOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX FR, HEIGHT MAX FRAM HEIGH T 96 MAX FRAME WIDTH 48" __ 1 ELEVATION 7D-owSINGLEHUNGoRiELWIN MAX FRAME _____ WIDTH 108" 1 TRIPLE SINGLE HUNG WINDOW Silver Line 0 z z 11 z Z Z bwc, # SW[)002 SHEET 2 OF 6 2" MAX. FROMf..e-.- CORNERS V MAX 2" MAX. FROM - i 6" MAX. FROM -- -,..{ ,41/2" MAX. CORNERS C3.C- CORNERS I .. O.C. — --- 11"MAX. oc 11 4 112" MAX_.,_ 6" MAX. OC OC 1 2' MAX FROM CORNERS 2" Max. xoz •,, e,r ( A 112" MAX_ ." MAX j 6" MAX h_' .n ra FROM O FROM J CORNERS -.... 0...r CORNERS ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT NAIi FIN - SINGLE HUNG WINDOW NAIL FIN -TWIN SINGLE HUNG WINDOW NAIL FIN TRIPLE SINGLE HUNG WINDOW 11" MAX. 4........-- O. C. 6' MAX FROM - _ E---.— 20" MAX. CORNERS - ( O. C. 20" MAX. JC t 6" MAX FROM CORNERS 6" MAX_ FROM..--.. CORNERS 16 1/2" MAX. O C. 5" MAX. FROM . J CORNERS 12 3/4" MAX- 1— r OC. 6" MAX FROM CORNERS 16 1/"2,' MAX. 4 ANCHOR STRAP 6" MAX. P/ N 50-2995-2 FROM ...... SEE SHEET" 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAN9E - TWIN SINGLE HUNG WINDOW 2" MAX O C. P/ N 50-2995-? SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME TRIPLE SINGLE HUNG WINDOW alvrtine Irtii ii"}C E'f 5k'97 r ' nFo + r 3az o u mm Nv. o q Z y v Zs woea w q C1a Z q t 4 iU CY3 U a` q Lu H' 77 t o I ca i a K 2 v mH Z 2I Lij V)eLu yLuo X, Xuc a M. SHEET. 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW — INS TALLA LION ANCHOR EX7E410P FINISH BY OTHERS5 PERIMETER X SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1 112" MIN EMBEDMENT 4 j LNTERJOP rB--VERTICAL SECTION HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 i OA UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD SUCK BY OTHERS SEE SHEET 6 FOP - CONNECT -ION DETAILS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHEP,, INTERIOR 3/8' MTN EDGE GIST 1/4' MAX SHIM SPACE 1/4" MAX SHIM SPACE 3/8'- MIN- j EDGE DIST 4 4 CONCRETE/ MASONRY BY OTHERS 1 112" MIN - EMBEDMENT SILL - 2X WOOD BUCK NAIL FIN 1/4" MAX 5HIM SPACE Ii SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS SEE GLAZING _\ PENETRATION BEYOND DETAIL. AIL SHEET 6 METAL STRUCTURE jl INTERIOR # 8 GR 5 SELF TAPPING SCREW INSTALLATION ANCHOR METAL , UD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR 0 A UNIT WIDTH JAMB - METAL STUD NAIL FIN MIN 3/8" EDGE DISTANCE SilverLine z Z a: c'J z U, ':'o 2 Lu ci Q'i z z o DWG 5-wb002 SHEET, 4 OF 6 910 WOOD SCREW INSTALLATION ANCHOR -'- 3I4" MIN. EDGE DISTANCE 2X WOOD SUCK/STUD RY OTHERS CONCRETE/ MASONRY SEE SHEET 6 FOR BY OTHERS IM MAX - CON?JECTZON DETAILS SHIM SPACE MIN. 3 TiPREADS CAULK BETWEEN ° , 4 ` PENETRATION BEYONDSASHREINFORCING CONCRETE/MASONRY _ - 4 j SEE SHEET 6 FOR REQUIREMENTS- METAL STRUCTURE BY OTHERS SEE GLAZING MIN 112" EDGE DISTANCE 1 112" MIN. DETAIL SHEET 6 EXTERIOR FINISH _ EMBEDMENT BY OTHERS _ INTERIOR 1/4' MAX. 910 GR. 5 SELF -TAPPING SCREW PERIMETER SEALANT SHIM .SPACE i_-__....... __ INSTALLATION ANCHOk BY OTHERS / ' METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, O.A. EXTERIOR / INTERIOR __ % SEE SHEET 1 INSTALLATION UNIT / It / —-.-—..-_ NOTE 14 HEIGHT / SEE GLAZING I EXTERIOR PERIMETER 5EALANT DETAIL, SHEET6 BY OTHERS OA UNIT j g WIDTH(' y "9" eE 1JEI TICAL SEC7I J)IAM:BMETAL HORIZONTAL SECTION TUBEJSTUD OR APPROVED MULLION HEAD - ZX WOOD BUCK THROUGHFRAME THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO0000 40000 SEE GLAZING_\ FRAME, HOLES PROVIDED DETAIL, SHEET 6 TO ACCOMODATE #14 DT_A.. -2 0000 2 0000 EXTERIOR ZNi" ERTOR ANCHOR 57RAP, AT TWIN d TRIPLE CONFTG. ONLY. SEE PLAN VIEW - ANCHOR STRAP 0.0620-- UNIT /f l ( P/N 50-2995-2)' DETAIL. AT 4 0020 HEIGHT ( - ( 1 ) RIGHT FOR INSTALL. REQ 0.5000. ) Al AI 2.3750 1/4" MAX. PERIMETER SEALANT SHIM. SPACE BY OTHERS c a g 0. 7500( 2' --3 0000(2)—t 6 0'00 FROMINSTALLATION AT ANCHORSTRAP ORSEXTERIOR FINISH ° 1 S ;f4" MZN. BY OTO THERS eEMBEDMENTPLANVIEWANCHORSTRAP (P/N 50-2995-2} OPENING SEE ANCHOR PRECAST SILL v-- REQUIREMENT5 BELOW. a°—1------ a BY OTHERS a a , r7<JR IT RAP AN.:HORIN6 RE UIRFMENl S. - ---- 1 3Ii6" TTW T 1", 4 [± A_ LFOR INSTALLATION TO CONCRETE/MASONRY, USE 4' 3/16" ITW TAPCONS INSTALLATION ANCHOR - 4 i 1 1 3; 4 MIN1 4 PER ST, PAP, MIN. I-1/4" EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. EDGE DISTANCE IS.ACER. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREAD5 PENETRATION, MIN. 3/4" EDGE DISTANCE- t^9g [ S-q ^^ ry C FOR IN5l-ALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. D VERTICAL # ICAL SECTIONIO ( 1-I12" EMBEDMENT. MIN i EDGE DISTANCE. SILK. - CONCRETE/ MASONRY THROUGH FRAME a v m a < v d7 n 0. 3 sZ aSti O v v-+ m Z v a Z ^ o a c J O' er PoAll 6 ,a 111, w na , A Z qiv Zu- • z E` d _ j Z Owl, # 5 SHEET, 5 OF 3 ilver Line NOTE. 1'Yf' ndt'i:'All ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS j OUTLINED iN CURRENT FSC AND A5TM E 1300 j GLASS LOAD RESISTANCE. . INTERIOR 5/8'O.A.I.G.GLASS -. r zI7H cn 0 o a EXTERIOR INTERIOR a . 0 EXTERIOR INTERIOR . Z l a 0. MIN_ GLASS SMALL' FRAME LARGEFRAME, REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. 118" SETTING BLOCK / a OlE 2TlCAE SEA lCi ORIZ TAL E TI C q 6MEETING STILE'', C INTERMEDIATE FRAME MULLION ..._..------- GLAZING DETAIL I O ; zi lJ 4 CI ALUMINUM SASH REINFORCING NGTE: $^I 2 Ov t. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 15 REQUIRED FOR THE FOLLOWING SIZEIRATINGS- ADJUSTED TO MATL•d7AIN 1" NTT CENTER TO CENT -ER 4& X 72, {O/X), DESIGN PRE55URF tf 35 PSF , Z 34 X 84, {O/X}, DESIGN PRESSURE mil- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. > C3 SPACING . 5PECI FIE IS NOT EXCEEDED. Lb 38 X 74, (O/X), DESIGN PRESSURE il- 50 PSF FACE Lu 2 BUCK MAY BE FLUSH WITH , ACE OF THE BLOCK o 38 X 77, (O/X), DESIGN PRESSURE t/- 35 PSF L- ....----.. .---- w 72 X 84, {G1X-O/X}. DESIGN PRESSURE -I- 35 P5F z ' 76 X 72, (OIX-O/X), DESIGN PRESSURE +L 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE /-50 PSF 1l4" ITW N ANCHOR 108 X 72, (OIX- NIX -OIX), DESIGN PRESSURE *f-50 P5P R" FPkOROM CORNERSlb` MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT 4'JINDOW FRAME. STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING';;: BY OTHERS 1 1/ 8" MIN. IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS- EMEEDMENT 1 1/2" MIN. EDGE 76 X 62, (rO/X-01X}, DESIGN PRESSURE +t- 35 PSF 1r- 4 DISTANCEt3v4b 2" NSN. EDGE DISTANCE `- CONCRETEI MASONRY+tpf }ti,9 STEEL. INTERMEDIATE FRAME 'SMALL REINFORCING BY OTHERS ftditi3i IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5. BUCK INSTALLATION DETAIL a 7_ a z 76 X62, (O/X-OIX), DESIGN PREc5SUkE /- 35 PSF ___._-._.-_.-_-..-_._ n o ns --5 0 OWG # 2 SHEET 6 OF 6 07208 FbAa Banding Code Wne 11 Ioi- A"M I ill, jw- TWI%"My T"6n WSW Ross""Aw L— Q—,n NjQmduct Approvat USER P=iv Wr Application Detail FL not FL20461- 113 Appli,: ation Type RUMOW1 Coe vewwn 20 L 7 Application Stsus, ApDroved Comments Archived Pm" a Manufmujmr AddresVPhonNEmW Authorized SWaWe T ec hnical Repiesont:ative AAWns/ P%naEmxI Quality Assurance Repmsentatme A" rwVPwnQEmwl QewaAw CorpowUcr 113 WMAQ W Drve Edgerton ( DH 43517 4 19) 2901740 rwkwPrwbAgconsuTwAsxw- Vivian Wnog : r ckwWwbWgcwsuRa,AvCO-T) Category -, X"w Dow; Subcaugory -';,, mngmg Exterior Door Asse,-nblies C" Whame b4thod Me uW on Rqnod Norr a Fonda RegsWred AMOct or a LKY-sed FbrWa Meswwal Enyseer Evaluation Report - Hardwpy Recaved Florida Engineer or WhitecNa-ne ,;ho developed the Lyndon F, S,hrfdl, D,E. Evahanon Report FhrQd License, P041M9 QwahQ Amumme Entity Natmoal Azcredttwon and 'aanagemenl, Institute Quality Aswrance Comm Ln"U" Dke :t3112021 Vaboated By Ryan 1. King, P.E. WAMon ChuMst - Harmony Rocoved ReNremed Standard and Y,,,ji (of Stanlard) standard Year I01AS,2 1997 AMM E330 2002 AS E331 2000 AS 202 199,; Ewlvaknu W Pmducl Standards Cested By Sections from No Code hMwQwWbWdWN oUV$nvnitl, a,,,rx?paicarn-wGEVXQwtDqs,!9a49YAgXJkHouUuq6MblmPLFBnUuHQRApkNFW3A'QTP%3(I L 3,7 '20 18 Florin Building Code Onlirlo Product Approval Method Netboo Option D I)MO SUbrolt-ICO' 12,; 13%201 Data Valida!:ed 12/ 13i 20 1.7 Date Pending FK Appfoval 1112112017 Date Aperoved C-1/ 13/2018 Summary of Products Go to Page Page 2 FL # Model, Number or Name Description 20461, 1 a. Therr-na- Tru 1-bei -Class,c anti Norninal 5'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth - Star Single Door ([rswing,'Outswinq; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FR3 N Approved for use outside HVHZ: Yes Verified B,: _Yndon F. Schmidt, P.E, 434,0)1) Impact Resistant: No Cl-ca'od by Pidcpcndent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INS?' 20461,1 for Desigr Pressute Ratings, any vim 1, R3 AE zVel 1046 1,1'p'4: additional use limitations, ns'allat!on instructions antiproduct Crea'_id by [:-,denendent Third Pa,ty, Yes particulors. (For Pbe! -Classic cincl Sr o3ti-Star doors, this product approval requires the use of 'J" part numbers for these doors, which have been stained or painted within six months of nstallation.) 20461 2 b, Thelma-Tru Fiber-Classicand Nominal 6'9 "Non -Impact" Opaque Compos-e Edge Fibe,glass smooth -Star Single Door 'w(h S'deke(s) (Ins's, rgiouts"ving; XO, OX or 0X0 configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No P 2"il11 y, -11 1rs1,2C',6j,,2,o,l1 Approved for use outside HVHZ: Yes Venf,od Bv, ./;,don F. Schmi_1t, P , E, 4314u9 Impact Resistant! No Crej- eo f) v indop, ',ndor- T11,ird Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NST 20- 1,51,2 foi Design Pressure Ratings, any 0 1 11 ' ' -) R 3 _ A, " 122addtional use I 'n iations, installation ins',,-j('t;,.,s and product C.,eated by lodependent Thirc Pa-1,,,: Yes oarticulars. (,"or Fioer-CIasi si, anc, Sr octh-Star doors, this ptechtcl approval ne u,',e of " J" Part -)unit --)c rs for -esa do ors, which have been star iod _r painted vv,thin six months of insitallation 204C-1 I c. The- ma- Tru r ut 3SSif..and Nom,na) 6 3 Opa1q,,e P,bergloss Cornposi*e Edge smooth-Srar Double Door Yvirn or mtirrs,it S,delktes (lnsNlnq,0u-Sw1rq, X)< or QXXQ configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F i<t,3, R -, _11 'I sr, Approved for use outside HVHZ: Yes ver fie Env: i-virdon F, Schmidt, P.E 43409 Impact Resistant: No Created by Independert Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461,3 For Design Pressure Ratings, any f, LL -I t RL_"J4_. , , 121; 11 additional use 111-111tat ons, installation instructions anJ oroduct Crewed by Independent Third Pa,"y: Yes particulars. 'Fo, Fiber -Classic and Smoot' l-Star doors, this pr.,ducl, a()PtOrlsl re(]Wres the use of 'J" part ac=rnbers foF ti-e>o, dc,oi s, whl( h have been stained or pamtecl within 31x rnorths of installation.) 20461 A d, Therma-Tru F ben -Classic and Nominal TO "Non -Impact" Cpaqje Cornposi'le Edce Filf:Qrqlass Smooth -Star Single Door 'Inswing/0, itswing, X corifigurattorl) Limits of Use Installation Instructions Approved for use in HVHZ: No F Ll I i, 11 I _ R' I 1 )-I rest 2 ,1_4 id Approvedforuse outside HVHZ; Yes verined By: Lyndon P. Schrnidt, P,E, 43,109 Impact Resistant: No Crca,*cd by Independent Third Party: Yes Design Pressure: '/A Evaluation Reports Other: See INS- 20,161.4 for Deslg,' PPressure Ratings any F " i ""2I_AE d 'Eva 1 'l riu' additional use llfrll(at_`QoS, Installation instrucoons and ull)(ftld, Created by inn pendent Third pa, !.y Yes particulars, (Fen, Fiber -(-Iacsw and Smooth-` 3tar doors, tills picd(,117t approval reqjwes 1f,e use or ')" Part iumloers for those doors, Which have been star)ed or painted oiiithm six months of nstrallation,), 20461's e. Therina-Tru Rldci -(' Ia!;st(. and Nornifi,fl TO "Non-111oact" OpaqUw Composile, Edge Fiber,41ars S r i nt?i- Stiar Single Door with Sideke(s) (Ti-'s,,v1ng/0utsw;rg' XO, OX or 4)X0 conllgurauons', Limits of Use Installation Instructions Approved for use in HVHZ: No nttps i! 'flordabui ld trig org,' lorli)ralop dtl,asp x? leara rn=vvG EVXQsvt[)q s_19; 0 9V`AXJ11, H OU Ui rq6tbb I all !L FSn U u HQ RApNlgRc',3A% 3dIN 3d 2,,6 3,7 20 18 Florida Build ng Code Online Approved for use outside HVHZ: YQs BY, Lylld0f) l', S(hollo', P,F, 434C',9 Impact Resistant: No C-eated by IndeDendrint Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NST 20461 5 'or Design -ressure Raongs, any F120361 R3 AE additional J,,le, imitatio-,, in,3'ailation istructions a,,,d product 0eated ey lncesendent 1hiru PartyYss partculjrs. ( F'or F,bei and Sfo,oMr-Staf_ doors, product apireriva1 re,iu,res thuse o V par: numbets For these doors, renich, have been stowed or baiwled ot thill six oionthS of Insifallation,) 20, 461, 6 The,ma-_Fru , Fiber.Clo,,;,.sc arld Nornwal 8N '0 "or-IrnpactCor " Opaque llposie olqe F;berglaso Tit ro S t "'I r Single' Door X con figu raon, Limits of Use Installation Instructions Approved for use in HVHZ: No of:` Approved for use outside HVHZ: Yes Venf!ed By: Lyndon F. S nn.ics, P,E, 43409 Impact Resistant; No Created by Independent Thin; Party Yes Design Pressure: N/A Evaluation Reports Other: See lNST 20161,6 for Design Pr?ssure Ratings, any If ad0inonal us(, limitations, instadat on ;ns1fruction, slid product Crea(ed by Independent Third Party Yes partcu!ars. (-or F;ber-,Oassic and Snwofh-sLar doors, this pirohic,, ajeploval requines the use of " I" part nurintler, fur these doers, whicn, have been stained or pam'--od vmhin six months of Installation.; 104 6 1, 7 (3, Thern- a-Trij Fib_.,-Cla,,sic and Nominal 8 0 "Nor-1rineact' 0oaque Cof-posile EITFiberglass- Smooth -Star Single Door !wilt S;dej,te( s; tins<vrrrg ` 2cts ,rig, XC, Ox or OXO configuraurans') Limits of Use Installation Instructions Approved for use in HVHZ; No F_ Rg 1 , e1nt2Q46 Approved for use outside HVHZ: Yos Verified By: Ly-don F. Sdhrnidt, P.E. 43409 Impact Resistant: No Crstated by Independent Third Party Yes Design Pressure: N/A Evaluation Reports Other: See INST 7 for Design Pressure RaII, gs, any n z <r tR3 _A_Erd,Fwi61 at addition,.! l F,,e lfn,tatmn,, rst,,illation nstri, cticr,3 anJ, p,'ooect Created by Independent 1swo ll,)rty Yes particular,', (For Fiber -Classic a,ld Smooth -Star doors, this product approval rtaquires the use of "j" par' numbers for i:hese doors, Fvhich have been stained or painted within six months of nstallat;on,) 2046 1.8 hThernna-7ru aI d r4orrina; 8' 0 "Ner-tiliffoctOaaque ',.or-posite Ed,'qe FiLefclass Snioroh-Star FfoubleI Door with of, ,simout Side.:es(Inswirg/Oursserg; XX or OXXO conriguratiorls', Limits of Use Installation Instructions Approved for use in HVHZ: No I I , 2 , rI F 5 Approved for use outside HVHZ; Yes Venfld By, Lylldon F. SclbrnwSt, P F13409 Impact Resistant: No Created by Independent Third Paify. Yes Design Pressure: N/A Evaluation Reports Other: See INS 20/161.8 for Design Pressure Ratings, any F,1-2j, l Dc"r additional use Iimi.ations, irstallat on insCruclions Jou D'Odf_f(t Creased by Independent rhird Party Yas particulars. (For Fiber -Classic and Srnoo0i-Star doors, this p i a d u c I , approval requires the use of "J" part numbers for these doors, which inave been stained or painted within six olonths of fist 111 aC! Ol 20461 .9 Thernna-TrIj, Fiber'-Clas.,:c and Nominal 6' 8"Non-trrlDact" Galed Composite Edge. Fberglass Smooth -star Single Door (Inowing/Outsering; X configuration( Limits of Use Installation Instructions Approved for use in HVHZ: No 23 Approved for use outside HVHZ: Yes Ver;fiLd f3y: Lyndon F Schnlict, P_E, 43469 Impact Resistant: No Created by independent 1hird Party Yes Design Pressure: N/A Evaluation Reports Other: Sale INS' 20,46 1 9 'or Design Pressure Ralirgs, array F R; I 2 0 .1,6 1 additional use ltml,,ations, rstallat,on instructicn's anc P'r)ducl: Crejed by independent Third Partv Yes oareculars, (For Rber-Clas ic and S'Trinoth-51-ar Floors, this product approval iequire.s the use of 'I" part numbers for these doors, which have been stained or Painted within six months of nstallation') 20461.1`0 Fe- na-Tru Fiber,-lassieand N(ollirai 6'8 "Nor..[fopdrl" Gazsd Ed; F, F,berg_ lass Smooth -Star Single Door with Sidelite(s) XO, OX or OXO rronfiquiafions) Limits of Use Installation Instructions Approved for use in HVHZ: No 2r 16_1 Approved for use outside HVHZ: Yes verifies; By: Lyndon F Schmidt, P,E, 43409 Impact Resistant: No Created by independent Third Party Yn- Design Pressure: N/A Evaluation Reports Other: See 1NST 20,461.10 for, Design PloSSLP-0 P31-[) GS, any L abdo,ional use limitation,, irstallation instructiOns and product Created by Indesendent Third Partf, Y,,>s particulais, (For Fiber -Classic and Smooth -Star doors, luli, hitps:Pflor dalbudding orgiprilbr, aple dtl.asl))(?piii- am=wGEVXQwtDqsJ9Ei,t5)YAgXskHtiLtUt'!q6tbb I ai ilLF9riU,,iHQRApMgRc: 3A",,3(1'%n3d 3?6 3p7 2U 18 Florida Building Code Online product appoval .equine; the rss of " par t numbers for these wrich have beer, stain id ) pa,ntxd witl,w six rronths of irn; lailatiQn ) 20461. 1 1 k, Fibe,-Claisic and Nominal 6 8 'Non-l-q,oactGlazed Cor-posite Edge beTr lass SIloott-- Star Double Door vvillh or vi',-,out S,Jeiites XX or 0XX0 ccr!`gt,.iainns) Limits of Use Installation Instructions Approved for use in HVHZ: No Ff-20461 R-11 0,4 261 1rlfi Approved foruseoutsideHVHZ; Yes u ell By: L--y-r-ido-il 4.3409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2046 1, 1, 11 for Design Pressu, Ratings, any R 3AE `d) E,,L "LlI6 Ij p, J additional use lirritations, installation instrr,cucrs and p'oduct Created by Indepen, enir Third Party Yes particulars. (For Fiber Crossi(, and Smooth -Star doors, this product approval reqi iires the use of 7' part numbers for these doors, which have been stained or painted within Six months of installation,) 20461, 12 I. Thierma-Tru Fiber Classic and Sillooth-Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461. 12 for Design Press,ire Ivor ngs, any addition"'11 r'se 11 [lilt ationS, iPltall,lnoo lostrr,CtMrl', a;ld ,Product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for those doors, which have been stained or punted within six months of installation,) Norninal TO " Nor-ImPact' Glazed Composite Edge Fibengiciss Single Door ( 1irs\ejnq/0ut,svvnq; X configur-at an) Installation Instructions Vended By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party, Yes Evaluation Reports Fj2()- 51 _ R3AE _,((!)Ev ! 2 1,16 !,2j)c_f 0-eared by freloperlden" Third Party Yes 20461 . 13 r,, Thermo -Tru Fiber -Classic and Nominai -TO 'Nor-liTipaCt" G1,37id CM11POSite Edge Piberylass 1,,00th- Sta- Single Door with Solehta(s'; (Insmng/Ourswing, X, ON o, OXO oxnhgurarons, Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INS-T 20461, 1 3 for Design Pressrilre Ratings, any additional use h,ni.3tion,, im.,tallai,on nstrjcoons and product ciarliculars. 'For Filber-Class,c and Sm(rc)fn-Star ducirs, ti- Product approval requires the use of "J" part numbers for 'hose doors, wihich have beer, stained or pai-tee Within six months of nstrillar on,) Installation Instructions 1 R3 Verfied By: Lyrdcn Schr-Idt, P.E, '134Q9 Cieai,ed by 1ndependefit Thirr:; Party Yes Evaluation Reports A r C-1 j AIE (q;,Ev,112 61,13jorciff Created by Independent, Third Party: Yes 20461,14 n, Therma-Tru Fiber Classic rind Nominal 8'0 'Nor -llnoact" Glazed Cornpnoite Edcje Finerglarss Smooth -Star Single Door (Inswing/OUtswing, X configuWion) Limits of Use Installation Instructions Approved for use in HVHZ: No Fr.20u-x1R3,'T(,2, cy l Approved for use outside HVHZ: Yes Verified By: Lyndon Schi-nict, P.F. 43-109 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20,161.1 1 for Design Pressure Ratings, any 3 additional use. fimirationz, installation ristrUcliona and Product Created by Independent Third Part,,: Yes Fol- Fiber - Classic and Smooth -Star doors, this particulars, (norproductapproval requnes (he use of 7' part nurnoets for 1:hese doors, vVlj, Ch have been stained or pointed within six months of rista0at;0n,", 2J461.15 o, Tnernla-:'ru Fibyr-C-11ass,c and Norntral 'Nnn-lirpacIazedl Composite Edge -ioergiass Smooth -Star Single Door with Solelite(s) (lnswns/C,,fswng1 XO, OX or OXO coffigurations" Limits of Use Installation Instructions Approved for use in HVHZ; No C '- 2-1 4 .5- p L - 1, , 1"1- 4 6 11 1 - TR j-, -: ( r " - S, I - Approved for useoutside HVHZ; Yens Venfied 6v: Lyndon F. S(--hrriut, P E, 434,09 Impact Resistant: No Created by independent Thitcl, Party: Yes Design Pressure: N(A Evaluation Reports Other: See INS- 2046 1, ii *or 13esrgn Rressw,,-, Rat ng,, any F-2:)461 R AF, L, A, additional Use lirnitahons, installation instructions and product Created by Independent Third Party: Yes particulars, (For F her- I'lassic and Sn-oath-Star cools, this product approval requires the use of 'J' part numbers for these Clears, which have been stained or painted within six months of installat,on.) 20461.16 p, Fherrna- Tru Fiber -CluSSIC and Smooth -`star Nominal l0i) Non-ImpacIr" Glazed Composite Edge Feerglass Double Door with or without Sidelftes (Inswing.'Outswirg; XX hil(ps !,Iflorid,,3building.org, i,,)r,lpt,_ a,,,p otl.aspx"p;),am=wGEV,'K()wtCqsl!9a49YAgX,)kHOL4Urrq6tbblanlLF8nL)kAHQIApk,1,)Rc3Al/,,3d%3d 416 3/7 2,318 Florida Building Code Online of, 0XX0 configural.ionsr Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other: See tNST 20461. t6 for Design Pressure Ratings, any adaic,onal use hrr-itatiors, installation tnstruc'.:ons and product part culars. (For F ber-CjasF!,,: ard Smooth -Star doors, tni; p;,,yJuc',' approval the use of "j" pa,t n,,inrlber,., 'or Lhese doors, whid, nave Leon stasni ,d or o,i nted witl,in six rronths of installation.) 20,161.17 q, T berma- Tru Fiber -Classic and groat" -Star Limits of Use Approved for use in HVHZ: NO Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See !NST 20,115' 17 for Desgr Pressure Ratings, any ad,., tional ae liar Jahons, instal at a,n nstiricr,ens and hr)duct particulars. ( For Fiber -Classic and Smooth -Star doors, this Product a)prQva" requires the Use Of T' part numbers for these doors, A,'-)ic.i,, have been stained or painted w thin six months of installation.) 204611. IS r, Therma-Tru "bef-0assic and Installation Instructions Verified By Lyndw-, F. Schmidt, P,E, 434') Crea. ted by Tncepe,id,2-t Third Pa-ty: Yis Evaluation Reports Fr__ 21146 1 j 2 1 Created oy independent Third PartyYes Nominal 6 8 'Non-Lnhact" Opaque CornposiLe Edge Fiberglass Single Door with T,*,ansorn j iswing/Outsyjlng, 0/X conf;gurar- lon' Installation Instructions R-20. 161 R3 ns- 2046Ll,71q Verified By: Lyndon F. Schrni&, P.E. 43409 Created by In dependent Third Party: Yes Evaluation Reports ELD I '' AE 17 Created by inclepennort Tihiiel Party: Yes Nominal 6' S "Nor -Impact" Cpaque Curnposi!e Edge Fiberglass S"-rootn- star Single, Door with &dehte(s) and Transom nsv,,ng/Cut,5v,1 ng; O/XO, 0/0X or O/OX0 configurauors) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Year Impact Resistant: No Design Pressure: Nil Other: INST 20461 IS fc- Des,gr Prt,ssuie Ratmgs, any additional u-, 5o rl,r i-itions, irstailation instructions and product nart:culars. ( For Fiber -Classic i,,d Smooth -Star doors, this oroduc., approval requires the use _-1 "Y part r)nnbers for those doors, Mh, ci, have beer- stafned or o-un,,ed Withif' Six jTlol`,(hS Of nsfallat,on.) Installation Instructions Verified By: Lyndon F_ Schrrod,, P,E13409 Created by Tndopo' idant. Third Party: Y,,,-" Evaluation Reports FR Created by independent Third Party: Yes s, Tha,ma-T, i giber Dass.c and Nrri.na 6 8 'Nor -impact" Opaq,Cornpoor.c Edge Fbo.rgjlass Srrro','n-Star Single Door with delite(s) (Iiswi-ig/Outsw ng; X,,), COX or, OXO 'Contriuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 7 Approved for use outside HVHZ: YesVerifiedByLyndonPSc43409ImpactResistant: No Created by independent Thirc Party: Ycs Design Pressure: N/A Evaluation Reports Other; INST 20461,19 for Design Pto ssure Ratings, any F 2rr,16 RZr d)2,1aLpdf additional use limitations, it staiiat;on instructi,) ns and PrOftiCt Created by Independent Thiro Party Yes For Fibn.--Clas ,c &'d Smooth -Star doors, this O10,dUC' approval requires the use of T' part numbers for these doors, which have been stained or painted within six months of nstalla,':on. ) 20461,20 Therma-Tru Fiber - Classic and Smooth -star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NO Design Pressuren N/A Other: INS-T- 20461Z) For lye,;ign Pressuie Ratings, any addi tional I nal use iirnrtatioens, ws, aflation mstruc'jors a,id oroluct oart culars. (For Fiber -Classic a,id Srrooth-Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained a:- painted within six rnorths of nstallanof),? Go to Page 0 Nominal 8 0 " Nor,- Impact" Opaque Corrposito Edge Fiberglass Single Door with Sidolite(s) (Inswing/Oulsw, rig, X"'), OX Or OXO Continuous Head and Sill configurations! Installation Instructions Fl,r)461 R'3 : 1 Verified By: Lyndon F. Schmidt, P.E. 13409 Created by independent ThirV, Party Y2s Evaluation Reports Created by independent Tt)r,' Party: Yes 4) a Page L / 2 0 4) http,,i:)'floridabiiiiciing,org,lorlpr_appc,lt I aspx ?param =w(3 EVX' )wtDqg,J9 izi)YAgX,)kHOtr)rrq6tb8ii blii)ILFU,jHQRAptvigRc3A"a3(1"r,3(i5 / 6 3/7,20 13 Ronda Build n,-,, Code Online U, 'l,,,la s al, AA ) W I r.,So O' l x:'A, 1ti J pt, 'i I, 'Ju ot ur —Jd xf,;r-,,S5 , le as :f 'Q Id " o lh,S!r;t,"J( "a"', t -, ,,fl 7 ,,, J, Pil,'a'e t a",. lal 1394 -w z I , Fl,WO l 3t ,j,.,- -,, 'J"s F", "u,:, .t,e De;)'Wlllt'M '10, 1, .—d t,, The 21,Illk '1101 ded M8, b, W11 Hollveil , —)<"i , , m,, ,wW e-,d f YO., J l !W "lln e, ldlir-- , of a,e "—v d, —6, D"'Pa-,"", -, 9-, h— mada 3")dat `o tr o pubkc, J,11,-- -? P you t, I 11,41"",-a pie";'t "' J" Product Approval Accepts: 9j i0i Ll El Safe httpF:," flor° d,ibLilll,it(Ig.Orgi;Drlpr__app__Otl.aspx"oararii-wGEVXQwtDqsJ9a,19YAgX,JkHOtjL"rrq6tbb I anll-F 8rlL)uFiQRAprvigR(,3A,!io,I(jl,.,3(I 6;6 R W R W Building Consultants, Ine. BConsulting and l"Inginecring Services for the Buildim, 111(histrY C P 10 Bo,\ 230 Valriw, Fl, 3_359j 11hope 813 6)5) (W)"' Flo-ida Bowd oI'Pmfcssmial EngineQis Cllfklle OfAulhorizalion Ne 98l3 Product Category Sub Category Manufacturer Product Name Swinging Theri- na-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419-298-1740 "Non -impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma- Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept, of Business & Professional Regulation. RVIJ Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and is in compliance with the 6th Edition (20,17) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ) 2. Product anchors shall be as listed and spaced as shown on details Anchor embedment to base material shall be beyond wall dressing or stucco. 1 For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, 4, Site conditions that deviate from the details of drawing FL-20461 1 require further engineering analysis by a licensed engineer or registered architect, 5, Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6, See drawing FL-20461 I for size and design pressure limitations, Supporting Documents: 1. Test Report No. Test Standard Tesinn Laborato ed la TEL 01460145 AsTM E330(02), ASTM E331(00) Testing Evaluation Lab.,Inc, V.K. Wright TEL 01461573 ASTM E330-02 & ASTM E331-00 Testing Evaluation Labjnc, V.K. Wright 2, Drawinq_N_o_,_ REp2Arecl by S ned & Sealed by No FL.-20461 I RW Building Consultants, Inc. (CA #9813) Lyndon F, Schmidt, P E. 3, Calculations Pre pijred_!2y Slued Sealed by Anchoring RVV Building Consultants, Inc. (CA #9813) Lyndon F Schmidt, RE, 4. 9!jQual Certificate of Participation issued by National Accreditation & Manaaement Institute, certifying that Therma-TrU Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. CEN No 43409 STATE 0, F :,tlJ Z A, 0 R f. 40 'lJ11116ON A I— W1% sN fLyndon F Schmidt, P.E. FL PE No, 43409 12/ 712017 Fiber -Classic & Smooth -Star COMPOSITE EDGE gEhIFRAL L40TES 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Horido Building Code fFBC) structural requirements excluding the "High Vefocity, Hurricane Zone" IHVHZ). 2. Product anchors shall be as listed and spaced as shown on, details. Anchor embedment to base material shall be beyond wait dressing or stucco, 1 For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or pointed within six months of installation. 11,15'MAI Q.A. FRAME WIDTH 1 Z5 d d S x DESIGN PRESSURE (SF) DESIGN PRESSURE (?SF) CONLOCK INSWING OUTSWiNG HARDWARE7 POSITIVE NEGATIVE POSITIVE NEGATIVE Latch & Deadbialt M0 -75,0 67.0 -67.0 x Multipoint 80,0 -80.0 80.0 -80.0 See Sheet 3 for Hardware Specifications Ln O p- w tZ MT-S. DWG, BY: v JK CHY" BY: LFS irii"WINNG —No FL-20461,1 snsz7 1 OF I El ERIOR 1, 196, 1,198" 1.875'- _ J O.Y COMPOSITE CAP COMPOSITE LPIT RiOR LOCK BLOCK STILE HINGE STILE ( 12,5" LONG LVQ !ENGINEERED WOOD) CAP (ENGINEERED WOOD) I HORIZONTAL CROSS SECTION 2 36.C('MAX. 353I3'MAX, DOOR DOOR PANEL WIDTH PANEL WIDTH 3 2 2/ A 77177--- DOOR PANEL DOOR PANEL 40 bid D= FoOK Hy colmPOSHE HINGE STILE CAP (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 4L2r2 00 2 \\ DOOR PANEL Ul Dov 1.875" INTERIOR LOCK BLOCK 12,5" LONG WOOD) 2 HORIZONTAL CROSS SECTION 2 A, 0.406" cgs 6m COMPOSITE CAP zzawo z STILE a Z' IENGINEERED WOOD) E o M5 6Z X TOP RAIL CO,M,POSITE/ENGINEERED WOOD) Lo FOAM CORE IPOLYUREIHANE 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR VERTICAL CROSS SECTION r4 VER71CAL CROSS SECTION SCAU; N.T,S. DWI 87y: JK CHK, BY LFS FL -20461.1 sKi7 -2- as 7 1 3 SEE HARDWARE CHART MANUFACTURER HARDWARE TABLE MODEL KNOB: FBI SCHLAGE DEADBOtT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT: M?DGART THERMA-TRU) 3 pt. Manual Tongue) Fiber-Classicl5mooth-star Door Panel Otions Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. 0 z 15O z o i 6z N.T.S. By: JK LFS FL - 2046 1, 1 IT 3 of I I 1 1/4"MfN EM& JIYP.) 4" I -';/ VERTICA2XL CROSS SECTION ud COutswing shown (Inswing similor) O I YC-SiNK TYR) Z INP INTERIORj EXTERIOR EXI 4 2* HOR,l,lOtN4TAl CR0lS SECTION HORIZ ONTAL5CROSS SEC71ON Tx A Shown w/ 2X Buck 4Shownw/ 2X Buck 4 OutsvAng shown {inswing 4mR,xj Ou tsmng shown (inswing simiIar) z Z Z 0, Z. aM 5 m (L a WN, yp.) N, T, S, 0', UY JK C,, K ey MR- 11C 0 - F!--- 20461,1 4- OF 11 1-114 EMS, j I T r.] M) --- I X Buck to be secured to mrasonry by others C2 HORIZONTAL CROSS SECTION 55 Shown wl I X sub -buck Outswing shown (Inswing similar) l! EXTERIOR Jj,"/ INTERIOR 1 "\,VERTICAL CROSS SECTION 5 ') Shownw/ I X sub buck Outswrng shown tInswiing SiulilaF) r3-,\ HORIZONTAL CROSS SEC71ON Shown wl I X sub buck utswing shown (Inswing similar) W A 20 Zz z lilt' 0zom 0 n0 0 ZO Ew 5z M z Lj A d WN, TYP,) L7 b126116 to` jK Ff 20461, MAX. EXTERIOR INTERIOR I) VVE17,1R,1T11C-A1,1C-RUS S SiECT11,01N S 6 Shown Direct tomosonry, Y_, Outsmng only w/ 4-9/16JO(nb DIRECT TO MASONRY MAX. DESIGN PRESSURE: Y/ STANDARD STRIKE ± 55 PSF wl SECURITY STRIKE = ± 65 ESE HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION IJAS, 0'=uFswing only wto l 4-9/16'jorrib \\-6— Outcwing onlyShawn ffsrect 'Qw/M,as9o/ 6y jamb EXTERlOP it ERIOR A - VERTICAL CROSS SECTION 6_,/ Shown Direct to Masonfy Oulsvving only w/ 6-9/16'jomb 5 . )IHIORIIONTAL CROSS SECTION - Shown Direct to Masonry Outoming only w/ 6-9/ 16jamb MAX. vo, oiii W,- k z O^ k 2 Z 0 0 Z, E M 6 o 9z kG arse 5126116 EMB. jTYP.) liORIZONTAL CROSS SECTION 6 JKKZ 7 or , a LFS Outswing only w/ 6-9/16 jamb FL-20461. 7 SIHEE7 6 OF I I Notes: I. SflJ Item #'s 17,18,32, 34,35, 36,37, 38& 39 are attached to Iambs w/ (3) #8X2-1/Z'pfhscrews at each end. Sill Item 4's 16 & 33 are attached to iambs w/ (2) #8 X 2-1/2"ph screws at each end Sill Item ;f 15 is attached to jornbs utilizing (2) # 10 XZ'pph M at each end. SEE NOTE I SEE NOTE I EXTERIOR [,/ ,/WINTERIOR 3-,\ VERTICAL CROSS SECTION Oudwng 591 man%= VERTICAL CROSS SECTION MMM I 0:, -5 Z6 0 INTERIOR EXTERIOR z d;o 0 n z 40za 41 l 42)- X0 z r. 33,40 S)C36' SEE NOTE I 1K VERTICAL CROSS SECTION J7 VERTICAL CROSS SECTION c Access Sill vI a 1 E5 zE--- 5/ 26/16 1 1 1EN. T.S, By: JK M M—,o F-L- 20461.1 I ET 7OF 8 2X BUCK (i IX BUCK (C A T/ 8GDIRECTTOMMASONRYm 2XBUCK 5 I X BUCK G DIRECT TO MASONRY LATCH R DEADBOLT DETAIL Kw ikset 2X BUCK I X BUCK DIRECT TO MASONRY SUB STRIKE PLATE 2X BUCK r25" IX BUCK{ G DIRECTTOM'v MASONRY LATCH & DEADSOLT DETAIL SCN. 9-- LATCH & DEADBOLT STRIKE DETAILS Standard Deadbolt Strike Plate) SEE LATCH. DEADBOLI DETAIL STRIKE JAMS Latch and Decobot DIRECT TO MASONRY DEADBOLT STRIKE DETAILS ty Deadbolt Strike Plate) 0< SEE HINGE DE1AJL ( TYP.) Eli 1 0 L C5 cL 0 LG : 0 n -- n SEE TONGUE STRIKE DET,,IkIL Typj SEE LATCH, DEADBOLT DET, IJL 2X BUCK X BUCK IRECT TO MASONRY STRIKE JAMB Multipoint Lock 2X BUCK (L I X BUCK (G) DIRECT TO CAM C31) AMASONRY ' ) TONGUE MIKE DETAIL AAci#; pint Lack 2X BUCK IX BUCK }G) li DIRECT TO MASONRY LATCH & DEADBOLT DETAIL mulffI50- lnflock — mmwff M 0 - A— 0 i 0 z 0-1 U Cq z 0 5 m `1 a I o 11 L 5/26/16 N. T-S. By: JK L FSFL- 20461 1 ET 9 OF 1 7.59" 3 INSWING THRESHOLD Insuring Bak Composite AdjustoUe SA 7-112' 4. 56" LNSINING THRESHOLD Fined Sst, INSWING THRESHOLD Inswing Moderate Climate SRI 1 3/9' 5. 75" INSWING THRESHOLD 35 515" L SWLNqRESHOLD 6 3 _Rt_--- i Inswing Bak Fved 5 3/4" Sill 7,5" 4 56` A INSWING THRESHOLD 37" --- — ------ -- nswjng Bosir Fixed 7 1/7'Sid 2,36' WOOD JAMB 4,56" 5.83" INSWING THRESHOLD Inswrg Composite Ate*-,ftbe, Sill, OUTSWING THRESHOLD 11eSo 5, 77" 4,56" rx) INSWING THRESHOLD 3 ;s, 7 sic Compovte Adustcb?,e S4, Composite /AijminurnSill 1 7 SLITSWING PUBLIC ACCESS THRESHOLD Counposile Aluminum Sill Thermal Brecikj 1. 7 9" 2,06" - o ;SWEEP SWEEP 9' 10 0 DATE: 5126116 SCAU, N. T. S. r1wG. ity; JK C,w, 5y: LFS lif 17MMKT--- - -- FL- 20461.I S 4EE( " 0 OF I I ITEM # DESCRIPTION MATERIAL am It DEscRu,'noN A I X BUCK (SO >- 0.42) 0—.42-) WOOD WOOD-- 25 8 x 2-1/2" PFH WOOD SCREW SCREW82X_BUCK (SG >_ 26 8 x 5/8" PFH WOOD C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW 8 DEADBOLT STRIKE PLATE (STANDAR MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEAD BOLT SUB STRIKE PLATE E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE (SECURITY G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE L 10 X 2- 1 /Z'PFH WOOD SCREW (I .] 5" MIN, EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE m 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD I JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD 7 WEATHERSTRIP LbNG REACH) FOAMT36 INSWING THRESHOLD 8 SWEEP- VINYL 37 INSWING THRESHOLD 9 SWEEP (USE wl MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP ALUM/COMP 42 DOOR PANEL (U 1) 18 OUTSWING THRESHOLD ALUM/COMP 22 m_x_3/4;i rm Woo- 8 DsckEW_ STEE 23 W1 0 x 3/4" PFH WOOD SCREW 24 10 x I" PFH WOOD SCREW STEEL STEEL 4) MATZ:r. _4 STEEL .... z STEEL STEEL STEEL STEEL - STEEL STEEL ALUM/ COMP ALUM/ COMP ALUM/ COMP Nuuwbo_ M_P Alum- 1comp- CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min edge distance to mortarjoints. 2, Concrete anchor locations noted as *AAA.X. ON CENTER" must be adjusted to maintain the min. edge distance to rnertar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are hot exceeded 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCONO 1/4" 4" ELCO ULTRACON 1/4' 1-1/4" 4" FTW Z 3/lb'" 1-1/4" AS SHOWN 1-1/7" TAPCON WOOD SCPEVV tNSTALLAPON NOTES: 1 Maintain a minimum 518" edge distance, I" end distance,& 1"o.c. spacing of wood screws to prevent fire splitting of wood. LE; N.T.S. BJK By, LES FL-20461. 1 ET I 1 OF I wig Fiber -Classic & Srnooth-Star, affiRM.-Im GENERAL NOTES Th6 product has been evaluates, and is in compliance with the Sin EdIfion 2017) Florida Building Code (F8C) strucTural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spacedoaced as shown on details. Anchor embedment to base material shall be beyond wall pressing or stucco. 1 For 2x stud horning construction, anchoring of These units shot be the some as that shown for So buck masonry construction. A. Site conditions trial deviate from the details oflhis drawing require further engineering analysis by a licensed engineer or registered architect. 5. Fibef-Classo & Smooth -Star Door panels requite the use of "S'resit numbers and must be stained or Pointe dwithin six months of installation. 37.75" MAX FRAME WIDTH x < as 0 T X LOCK DESIGN PRESSURE (PEF) DESIGN PRESSURE (PSP) CONFIGURATION HARDWARE LOCK HARDWARE INSWING OUTSWING CENTERIINE POSITIVE NEGATIVE POSITIVE NEGATIVE X 5-1/2" Latch & Deadbott 60.0 67.0 60.0 60.0 X 12" Latch & Deadbolit 6TO 67.0 67.0 67.0 X N/A muffilessint 50,0 50.0 50.0 50.0 See Sheet 3 for Hardware Specifications ED= Z, SCuE: N.T.S. DWI, SY; JK cry. BY: LFS FL-20461 .6 SHEET I OF E COMPOSITE HINGE STILE CAP wnr)r)l NjERiCR "---) 00n 36.0r'MAX, DOOR PANEL WIDTH DOOR PANEL BOOK 35,813'MAX, DOOR PANEL WIDTH 41 -20R - PANEL 11 HybndD 0,406" 7 07' COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 35,81YMAX. DOOR PANEL WIDTH 42 Ul Darr EVEVIOR INTERIOR 2 HORIZONTAL CROSS SECTION 2 TOP RAIL COMPOSIIE/E-NGINEERED WOOD) FOAM CURE FOLYURETHANE - 1,9 PCF MIN.) A, Q,l 1zK 8- rn i . z 0 w O z o c; oz INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN ra (0.082" THK.) 807-1 OM RAIL COMP.] 3` VERTICAL CROSS SECnON (" 4 VERTICAL CROSS SECTION 2 ) 12 N Z t 5/261?6 LL: N.T.& SY: JK a; L FS Ft-20461,5 2OF 11 9 SEE HARDWARE CHART RDWARE TABLE iFi KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: S Fiber-ClassIcISmooth -Star Door Ponel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. A, dz A77t ScAl—I MT.ca. DWG, ay. JK CHK. BY- LFS UftAWiNG NO.: FL-20461,6 sHEET 3 OF 17 I - 1 /4" MIN. EMS. (-JYP.) L-1__'4VERVCAL_CROSS SECTION 4 Shown w/ 2X Buck 0uhWng shown (Inswing similar) 0 IS'C SINK r INTERIOR INT 2J EXTERIOR EX 2I 4OX4 '(42) C2 2 `s HORIZONTAL CROSS SECTION 3HORIZONTAL (inswing SECTION 4 Shown w/ 2X Buck 4 Shown w/ 2X Ruck shown ( Inswing similar) Dutswing shown (Insng similar) o IDS4 4110 a slZ0 aWon- z ZSJ 1z AIN. YP.) WE )/ 26/1 6 JK Ei LFS FL 20461,t-, 4 or 11 M CE) I X Blj-,k to be secured to masonry by others H011,10N1A1,CR011 11C11,01N S'. yu buckShownw/ 1 X sub buck Oulswing shown (Jnsw ng similar) EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown wl],X sub -buck Outsv,tirrg ,hown {inswing similar) HORIZONTAL CROSS SECTION C3ufsving spawn -g similar) M Q 0 GI N S 81 jK 20461 6 A Q, Z p E f E Z i MAX, MAX, fill 1*11* 0 -- Z0 z o 40 C41 Xi2) 6 X EXT 6 - MERJOR INTERfOR INTER OR I " VERTICAL CROSS SECTION VERTICAL CROSS SECTION N— han re, t Shov,rn Direct to Masonry 10V-02w-ring oi y —w/ 6-9/16'jambOunvAngoniyw/ 4-9/16'k,,mb DIRECT TO MASONRY MAX. DESIGN PRESSURE: wl STANDARD STRIKE = s 47 PSF 'Y wl SECURITY STRIKE 55 ESE N,, 10) rc— CC) 7T nL 1u) 42 INTERIOR ON (4DO(44 1 C4 Mj M) 1 1/4" MIN. 7 EMB. (TYP.) E EXTEROR 411, E 1,4EXTERPDRi —ics, M), oATc 5/26/16 1 EMB, (TYP.) EM& (TYK) D'A'a, ppj N.T.S. HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION JK ri' HORIZONTAL CROSS SECTION "3 HORIZONTAL CROSS SECTIO - N [T,,e-EtF. Mase—nr C.K,_ BY, Fs i Shown 'I Shown Direct to Masonry Outswing only w) 6 9/16'jamb D, r " 6'5fowrTbTn3c t 0 Masonry, OutsvAng only w/ 6-9/16'jamb OuTswing only w/ 49J 16 jamb Wowing only w/ 4-9/16 jamb FL-20461.6 9 OFSHM6 1 Notes: 1. Sifi Item #'s 17, 18,32,34,35, 36,37,38tS39are coached to Iambs w/ (3) #8X2-1/2'pfh screws al each end SM Item Ws 16 & 33 are attached to jornbs wl (2) #8 X 2-1 /2" pfh screws at each end Sill Item # 15 is attached to iambs utilizing (2j # 10 X 2'pph SMS of each end. INTERIOR SEE NOTE I I WARR= I ' VERTICAL CROSS SECTION Mrg SW EXTERIOR INITERJOR SEE NOTE I PVER71CALICROSS SECTION 11117-) Outsmng Sill jljygidlldddlJl A, 11z 0 vi INTERIOR EXTERIOR owm z0 0 z nAl 4 0 z E z g - 9 0 o- g z t SEE NOTE 1, VERTICAL CROSS SECTION 7 inswing -ril s---- SEE NOTE 1 mom VERTICAL CROSS SECTION 7 1.111Z Access lifl 1, F 51/26/16 4z N.T.S. ay JK By! LFS FL- 20461.5 E. Tcf 2X BU( MASONRY TYP,) 2X BUCK ANCHORING 2XBUCK A, z, WA J3) # 8 x 2-1/7' PFH WS Z 0 w jAtn TO HEAD DETAIL 0 n zo fTYP.) F E2 8-6 O a, o a- 4' ( TYPj A, IA' li2X HEAD JAMM (L BUCK jTyp.) BUCK (J."! X BUCK M DIRECT 10 MASONRY N FRAME HEAD & JAMBS TYPJ ayy 11 PSFMAX- F 0 MASONRY pyp.) 2X BUCK ANCHORING LJ FRAME ANCHORING 5/ 26/16 N, T. S, DWC. BY: JK CHO, 8YLFS F-L- 204611.6 I SIEET 8 OF 2XBUCK IXBUCK G DIRECT TO M MASONRY 2X BUCK,, IxBucr( G I C DIRKM,-, ) MASONRYLATCH A DEADBOLT RETAIL Kwikset SEE LATCH DEADBOLT DETAIL 2X BUCK I X BUCK DIRECT TO MASONRYSUB STRIKE PLATE 2X BUCKS D( BUCK G z - I 27 DIRECT TO MASONRY LATCH 8 DEADBOLT DETAIL STRIKE JAMB Latch and Deadbolt 5- 1/2"ON CENTER SEE LAJCH DEADBOL DETAIL STRIKE JAMB Latch and Deadbolt 12, ON CENTER 0) z 8B 2DIRECTTO MASONRY DEADBOLT STRIKE DETAILS Security -be-- a-- d---b-o—lt S f ri k e- P -la fe -)- 0 0 < 0 SEE HINGE N o DETAIL ( YP.) 00 SEE TONGUI 00 1. 0 STRIKE DEIAI fTyp.) foci t,- 0 C) 0 SEE LATCH 0 0 2 DEADEOLI 0 0 DETAIL ZX BUCK X BUCK DIRECT TO AASONRY STRIKE JAMB W61 11 T) oin t -[6c k l Q, 2XBUCK L t. IXBUCK DIRECTTC, m MASONRY 31 TONGUE STRIKE DETAIL M 6T[ Fp Y F.-Mo Ek- 2X BUCK 1 X 8 U CK rG-j DIRECT TO MASONRY 30 LATCH 8 DEADBOLT DETAIL muff, t ij5cTjFt —L ock - - - - M ULTIPOINT LOCK STRIKE DETAILS N. T. S. JK WZW7 FL- 2046 1 .6 LET U Of INSWING THRESHOLD i"33. InswingI'—Ta-5lcFtx—edSIlj 1 5.75" INSWING THRESHOLD ins+Ang Moderafe, C&Jte Sl 1-3/8" JNSWlNG THRESHOLD j, I 5rn!,gmodenalecfimotewt 36" INSWING THRESHOLD1SwingBasijFixeIj53/4" Sig 37 INSWING JHkF. ES- JIOLD insmg & ask ed 7 1/2'Sig Z- 4. 56' 5 o tj 0 z ofo 1 z 5z n z j_LIZWING THRESHOLD Inswing Compos4e Adjustable Sill WOOD1 8 z Z' E z o a 6 5, 83" 6 Iz 5.77" ECK J fNSWiNGTHRESHOLD 3 OUTENNG THRESHOLD 6"posj e ct cz insvAng Bask CofnAdjustable SM composite sRj U, 3 0 4. 56" 1 X: If 0INSWING THRESHOLD 32 inswing Basis. Composite AdjustableSilf 7 1 1Z OUTSWING THRESHOLD li'- Cora 5te/ A In llnu; Sii l 1'. 77112 11 5,75" o OUTSWING THRESHOLD PUBLJC ACCESS THRESHOLD S, Thermal Break) t. DATE, 5 126116 ScAly: MTS. 179' 1.92, 2.Oe Dwo, BY: JK LFS SWEEP SWEEP 9 0, SWEEPFL-20451,6 BILL OF MATERIALS ITEM # DESCRIPTION MATERIALMATERIAL A B 2X BUCK (SO >= 0,42) WOOD C 1/4"MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16X 3-1/4" ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL STEEL 3/ — le X 271 M MN CONCRETE SCREW STEEL N 3/16` X 2-3/4!'ITW CONCRETE SCREW STEEL I JAMB (FINGER JOINT PINE) WOOD WEATHERSTRIP { MEDIUM REACH] FOAM 7 WEATHERSTRIP —(LONG REACH) FOAM------ —FOAM 8 SWEEP VINYL SWEEP( USE(tJsE-W/—MODERATE CLIMATE THRESHOLD) VINYL 10 SWEEP (USE wir PUBLIC ACCESS THRESHOLD) VINYL 15 PUBLIC ACCESS THRESHOLD ALUM 16 OUTSWING THRESHOLD ALUM/COMP 17 OUTSWING THRESHOLD 18 OUTSWiNO THRESHOLD ALUM/ COMP ALUM/ COMP 22 8 x 3/4" PFH WOOD SCREW STEEL 23 3iF4"- PFH" -WOOD 24 WI- 6—x 4- 1ox r PFH WOODSCREWSTEEL 6f, BILL Of MATERIALS ITEM # DESCRIPTION 25 #8 x 2-1/2" PFH WOOD SCREW 26- #8 — xw PFH WOOD SCREW 27 LATCH STRIKE PLATE 28 DEADBOLT STRIKE PLATE (STANDARD) 28A DEADBOLT SUB STRIKE PLATE 28B- DEADBOLT STRIKE PLATE (SECURITY) 29 4" X 4" HINGE 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) 32 INSWING THRESHOLD 33 INSWING THRESHOLD 34 INSWING THRESHOLD 35 INSWING THRESHOLD 36 INSWING THRESHOLD 37 INSWING THRESHOLD 38 INSWING THRESHOLD 39 INSWING THRESHOLD 40 DOOR PANEL (BOOK) 41 DOOR PANEL (HYBRID) 42 DOOR PANEL. (Ul) MATERIAL STEEL z 0 RZ 0 STEELSTEEL 1z STEEL a > STEEL z C; STEEL 0 in 0 NSTEEL0 x z ALUM/COMP ALUM/COMP ALUM/COMP E cc Z ALUM/COMP ALUM/COMP ALUM/COMP AL-UM/ COMP ALUM/COMP cc) AL-UM/ COMP Or o ALUM/COMP rD C, O Qi CONCRE7E ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morldrioints. 2. Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to maintain the min, edge distance to monorjoints, additional concrete anchors may be required to ensure the "MAX- ON CENTER" dimension are not exceeded- 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN —CLEARANCE MIN —CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCON 1/ 4" 1- 1 /4" 2" 4" ELCO 1/ 4- 1-1/4- 4" ULTRACON 11W1- 1 / 4' AS SHOWN 1-1/2" TAPCON WOOD SqLFIVYINSTALLATION NOTES: 1. Maintain a minji-nurn 518" edge distance, I" end distance, & I" o.c. spacing at wood screws to prevent the splitting of wood, Zi DAFE 6 scar: DWO BY: JK FL-20461. 6 SHUT -1 1 OF CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 1DocumentedConstructionValue: S Job Address: "istoric District: Yes El tNo Parcel ID; 0 CcL) 0 D Residential a Commercial[] Tvpe of NVork: New AdditionEl AlterationEl .Repair El DemoE] Change of Ease INJove Description of Work: 14 Plan Review Contact Person: Title. P 11 o it e: Fax: Property Owner Information Name LAIC Plione: Street: Resident of property'? IVAA_ CitN,, State Zip: Contractor Information Name Plione., F -2 _c Street: Fax: Cityl, State Zip: State License No.: R Architect/Engineer Information Name: Phone: (_, SOT Street: City, St, Zip: LaLf, -3--e Bonding Company, Fax: E- mail: LOH Nlortgage Lender: el Address: - Address: WAR - SING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCENIEN-FMAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OF CONENIENCFNVENT NIUST BE RECORDED AND POSTED ON 'THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT - WIT11 YOUR LENDER OR AN AT-FORNEY BEFORE RECORDING YOUR NOTICE OF CONENIENCENIENT. 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 wilt be performed to meet standards of all Taws regulali n,- construction in this jUrisdiction. I understand that a separate permit must be secured for electrical work, plumbing, Signs, wells, pools, fnruaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Strait be inscribed with the (late of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 201 J Penna Application A $, iQ_TLU,: Ic add:ion to C'az Of "lus olcra may b: udditiona, —'s'Xictions applicacle to Cris piaper'y tna:. may ba fotmd in pubic of this cowi:y, aae tlkcrc may bca ciitioaa :)ernucl roqlarcd Dns other govv-rmaum[ tmages 'inc!", as water Astzicts, state agencres, or iledarat a1guticles. ceptaazce cfpcnn, is vcrideation trial I will rctit/ the owncr oFthc prope-Ty ofthe Tequircmers-,i of Florida Lim Law, FS 7131 T: w City of Sanford req-,;ires ,1,iyrwrv: of a plan review fa at th- ofpc,"rnit suLnetta-1, A copy of the executtad coauact is vuquired in order to. calculate a p1ml revim c1harge and will' bu consid=-d dx cstiaiatd caastzuctoa vaLia off the job at the :irrt-- o"'stibmittal, Tine actua: constraction Yahre wit, be fig .jiredbase,( ort the ctirrern ICC Valuation Tabl.e in e-M:t:t at the time the permit is issued, in accordriact- with .oval :liclinance, Should calcu.atee charges F,&,rrod off Che executed coutra,-t exceed the actva" construcuo." Value, credit will be applied to your ponuit fees when the penciiL is issued. Q - NER'S ,AFH DAVIT: I certify that all of the foregoing information is accurate and that alit svork NvUl be done in compliance with all applicable laws regulating construction and zoning, PO Viw RACHEL BLACKWELL Notary Public - State of Florida My Comm, Expires Jan 12, 2018 Commission # FF 062350 Prodi-rewi. ID Ty?o of Ltd RACHL4ACKWELL U1,I Notary Public Star- of Florida MY COMM Expires Jan 12, 2018 Coromission # FF ter - w notoMeQr Vil' lpro&.icc-e. Myre o BE LOW IS FOR OFFICE USE ONTY Permits Required. Building Q Ztect-,- ical a 14ccharticall [a' Piumlbinao Gas[] Roof[] Con,itruction Type: 14 f 7, —z' Occupancy Use: Flood Zone: TotalSqFt Df Bld-: 5 C>'-, Mitt, Occupancy Load: # of Stories: Ne8v Construction: Electric - # of Amps Plumbing - 9 of Fixtures Li— Fire SprinMer-Permit: Yes[] Noo" # of Heads Fire Alarm Permit: `yes El -,,,) 9 A P P R 0 V A I—S: Z OINING: q' UTILITIES: F N (7, F\T E R, IN GFIRE C'C3;y NIF, NTS: Ok to construct single family home with setbacks and impervious area shown on plan. -441 g"o, t, .4 511, WASTE WATER. BUIILDING:—I Ju,,-- o 30, 20 1 i permit Aippa,;Atlon Application No: - (9— f 5P I <PqDocumentedConstructionvalue: S Job Address: m C Historic District: Yes El No Parcel ID: -L Z '2--0-13C) 'a2_Z) 0,'C3 C) 0 — Residential V CommercialEl Type of Work: New P Addition El AlterationEl RepairEl DemoEl Change of Ilse El glove El Description of Work: Plan Review Contact Person: Phone: Fax: — Email. Property Owner Information Name CH C",% Phone: L 4 Street: Residentofproperty? City, State Zip: Name t V Phone: Street: Fax: City, State Zip: O& FU 2-11 State License No.: Lfg'C 1'57 Q Arch itect/En gi neer Information Phone: _9MASEV 1C[0 Name: 1&O Street: Fax: LAU City, St, Zip: E- mail: eQsit Lt Bonding Company: I'VIortgage Lender: Address: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. ``I I certify that nowork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet stan ards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for eleetrica4 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: Set`I, edition (2014) Florida BuildingCode Revisc& June 30,2015 Nnnit Application TICE.QCEIn add;!ioi to th-- requ:remouts of this permit, tinere may be, additioart! c-,vrictions appticaLle to Cris property dia, may be famad in the pubEc records of this coLmy,, and there may be addition—ol permits rcquired fi-orn other gov.-mmantal cnfitics such as water rnara.- orrew. distzicts, state agencies, or federal a.-oncies. kc- ceptance c-permil is verification that I will retiff the owner of the property of the xerfuiremen-s of Florida Licn 1,aw, FS 713 Tina City of Sanford requires payment of a plan review he at the time of pe-Mit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated coast;-uctioa value of the job at the 'Ima of submittal, The actua: constriction value will be figured besed on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance, Should calculated charges fiTared off Cie executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. DWNER' S AFFIDAVIT: I certify that all of the foregoing infor-inadon ain is accurateturdthatallworkw0bedone In compliance with all applicable laws regulating construction and zoning. PO Sig ". ro, 0 P rCon' - WdAgCjW3,' M "I, P'4'- RACHEL BLACKWELL RAC LACKWELL Notary Public - State of Florida Notary Public - State of Florida My Comm. Expires Jan 12, 2016 My Comm. Expires Jan 12, 2018 QFr' Commission # FF 062350 "oho Feo; Commission # FF 0 ----- Me or I - to 'Yf e orroduced. ID Type of ID Produced BE LOW IS FOR OFFICE USE ONLY Permits Required: BuildingElectrical [] Imochartical El Numbing[] Gas EJ RoofEl Construction Type: Occupancy Use; Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load; # of Stories: New Construction: Electric - # of Atop Plumbing - 9 of Fixtures Fire Sprinldcr Permit: YesE] No D ft of Heads - Fire Alarm Permit. Yes El fro 11 APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGrKEERING: FIRE. BUILDING: CONINIE NTS: R,: viscd: lure 30, 2013 Fcrmit AppBaeloa Revision Aesponse to Comments 0 Pert -nit 4 Project Address: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date E3 Ph: (2f) Fax: En-i a ii I: Trades encompassed in revision: General description of revision: Irrilding Ei,, V L El Electrical ROUTING INFORNMATION Department Approvals El utilities 0 Waste Water El Planning Engineering Fire Prevention El 131.1ilding 0 Monta Consulting & Design of WMR and Associates, LLC North Pointe 11 1035 Greenwood Blvd, Suite 173 Lake Mary, FL 32746 Phone (407) 681-1917 Certificate of Authorization # 9177 montaconsulting.co m Residential Design & Structural Engineering, Site work, Commercial / Industrial Building Design, Truss Engineering, Third Party Inspection, Project Management, and BIM Modeling for I-lomebuilders David Weekley Homes Regal Pointe — Lot 16 (7413 Coralbell, Elevation B, Garage North) Date: 04-04-18 Plan Revision: Address Updated as per Client's Request. All changes marked with Delta I Sheets affected: 1. Structural Notes & Cover S 1 2. Foundation Plan S2 3. Dowel Placement Plan S2.1 4. Foundation Details S3 5. Lintel Plan S4 6. First Floor Framing Plan S5 7. Notes & Connector Legend S5.1 8. Roof Framing Plan S5.2 9. General Details SDI 10. General Details SD2 11. General Details SD3 12. Two Story Details SD4 13. Two Story Details SD5 14. General Stair Details ST I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & T Landscaping in Right -of -Way " ita 779 Departniont of Planning & Devolopmarfit Servicolf 300 Nurh oark oherue, Sarlora, Fierce 32771, Phore: 4TOP3,5140 Fax: 407.q3V1,5141 1-hIs pe"i authorxas murk to be dene or,, its auLlect rooer.y or b!freCIV/ of Sanfar"'ii Ntit-ch-way !,- accortfance with ta Ultys requ attars and the aUared Gora!;,,jc:k;n plans approved as part, at this pet-rit -he parmt is require. rFardrIveway or sirlowa* conal,uction cvar 10C sq;,liare feet of c-cricrete or sore., I'lialicetal or the aulsel:t padel and / or any Construotior a' I a Inveway walkway tar csrfaricape Injisr,,verner,13 rvflhia this city rilght-o, 'piay, It does not apiarove any work w(l.hin any ' otil a, f'_dt;4f,,-lon a right-of-way. Ail requeatad informat!or, trefaw as tw iiis a p-reot aurmy, 343par or plat _rear dentiry'.19 tle Kre, w"i's trrffow stze anti location of the existing right-cf-way and urle Wall be rravider; ,r applilcatton could be dol3yed. Call batoro plluc!e, 1, PrClect Locatcnikichatts: 2, Fropcsol XUvity: Z/Dr,veWaY D_ Oiiliuvfty [] c(her 3 Sched(Ae cf Vclr,,: star`, Date Cats El HfnerqenGy Rapat,3 4 ErW Description of Vlofll: This application is submitt d by: ttayCnrust FIN Narne: plorc: « Fax: -andit Main"ariancls Rasp onsibilitioslindemnification T--,e R=,estcr aid his ALC165000 andas3hins, a -ail be,viocrulibot ftrrweehrOl mattrfen ance of the inloroyeolont wzMailed jrdar this Agraeimwr, T,,s shalt ncit,;pe n,a,niananco of to imarvverrant and uiprived pot*en cf,19,"t-of-tray adjacent -wtwo, Requester may, with wratan Cry autnouzation, Mm olm said fffly raswring one "QN-Lf-way to its pf-ayiGua ctf-rclpoo, Jr, the that any utura 'Cv%tr,C(1,X1 Jflfdle$, VOrxwatar facillfras, cr ary jeriand MWntenarma arb"itias ey !he Cftv bocores in =Wllt with ba ux.-ja pour,thaa ictivily, the perniLtle shall remove, 31ccateand lorrepair as necessary air 110 cost to the c4ty of Sanford r,5oferas mf=h ;Iacch%es s,9 in tirthe Rsquostor floes not Continuousa hia! nealr. To cipro,,arrarA and aren't) pnwictmty 'llow Croa-18, or Coniplotaly rssiora 1110 Ighl•ohyvay "o As orwCka Cordbon, the Qh, shall, ajor jpe-opl;afe notice, rastcte ',tP arse to th Yamts w:rvVloral T* Requestoes expensa and, f Ale a lein rn 'ns Raqjeezor'5 ;rVerty to rmover wals of restoraCor. ro To bilost extant prin-ided try law, Requester agrees 'a Jabold, frCernrVily, are lfad,1wrnlass Ile aqoqu, oorvsrla, or 13(at- oft3 (4opranted, e4ecten, orrrilac) lxarr and igmr.M wyatd all 4andifias, dakra, pmraties, dar-tand%. sub, judgmarts, losses, expenses, daroages (C' roc,, Indiract of ralisisquentiel), or irjury cf any aefura Mhdtsowiar ',o person or ;Y_-cerfy, and 9-o c=sts and ampansas incident !hereto vcudrg costs o' dwwwa, SaWsiniant, and 03soratia 3tterney'3 :sea t;a to am- 4rduciro; 2,1 %)peaP, reoLAtrigr any fashion frorn or wm:nq dirnctly x:ndirectly out ofcr conr=edwih its -jae oftho CiN,s I have r lo and und, rs an that aloatwo statemapt and bet signing this application I agree to its terms. S S,q j jstu" ltjratur%: This permitshallbe posted on the site during construction. Please doff 407.6, X5080 24 hisum In advance to schedule a pro-pourinspoclion. Pre -pour Inspection by, V pllratlorNa: Reviewed: Pijbllc' Wcrks JtTN,!3 ____ Approved: A, 11 ire lnspec: ad by: - Seer'' - a( Permit Ccridit;onsl MM Official Use Only Fee, Gate: 9 Data: _1_/ - 2 sr Gale ROVY uaa -Pvmay Pdt City of Sanford iPlanning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name Tracy Wiggers Firm: David Weekly Homes Address- 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Twig gers@dwhomes,com Property Address: 2868 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0180 Phone Number: 407,865,8208 Email: The reason for the flood plain determination is: New structure 0 Existing Structure (pre-2007 FIRM adoption) Expansion/ Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BEE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept- 28, 2007 The referenced Flood Insurance Rate Map indicates the following: 0 The parcel is in the: El floodplain 0 floodway E] A portion of the parcel is in the: 0 floodplain El floodway The parcel is not in the: [W floodplain E] floodway The structure is in the: 0 floodplain 0 floodway The structure is not in the: E] floodplain D floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1585 Reviewed by: Michael Cash, CFM Date: April 26, 2018 M Altamonte Springs, Casselberry, Lake ',,Iarv, Long -wood, Sanford, Seminole County, Winter Springs Date, I hereby name and appoint: an a-cnt of, U'4 ftlfOeilt t1vi to be my lawful attorney -in -fact to act for nic to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specitic permit and application for work located at: Expiration Date forThis Lan Ited Power of Attorney: License Holder Name: State License Number: C Signature ofLicense.Holder: __111, 4 STATEOF FLO91DA COUNTY OF- 14- &6, The foregoino, instrumerg w,,as a7knowl Id (:d y, o before methisday1-kP-e-0+ c9l 200 '; a , by L, L -1 ___ who is V,&rsonally kno,n to ine or ro who has produced as identification and who did (did not) take an 1 -aj0 _(Jj NotarySeal) 0 RACHEL BLACKWELL Notary Pubilc , Stata of Flo(ida tviy Comma Expires Jan 12, 20 18 Commission # FF 062350 Ca,, OS, 12) I/ " 4 e (_ i( L C-Lec!"t'—I Notary Public - State of Commission N , o, My Commission Expires: AGRO"JAIENT ALL R'l-l"'SIDEIN FIAL PRO IT V`111"' S Alh,intionto "Spring's, C'Selber'ry, oilovvo k, , d Ovii fjo' Smil'ord, Seminolae, County, LSoprings 4V t j i"roj"t J Bul'!ing F`ernrit I ' i e(.,nsA-_,ratio-1 for authorizing, the approptia c" milit", ':!'Q' f"UilitYW , e h 'Id Ml:-nta'nd the following: I. Tliisi Tug!Pre-povvlr applica"ion is Valid only Cot, O'no-and two-family dwcflingp 2. The facility wilt trot be occupied until i cart-ificate oCoc;upancv has beets issued, T If the. judsdiction hcreafter finds that the facility has boon occupied before a cer'fflcaui of occupanoy has been issued, the judsdiciioa wit: have the unilateral ` ght to direct the utility to terminate ek:ctrical service Without notice. Furthermore, we understand and agr c ShOUld th-0jurisdiction exereis_- such righ_, the jurisdiction will not be responsibic for any dainaps or costs which may result from the exercise of such right- Also, in the event any third pany chahos dporagos from the sxcroisc ofsuch right, we, agree to jointly and in(Evidnally inciervini(y and hold harnfless the jurisdiction fion, al( such damages ind costs, including attorney's fees, 41, Prior to pre -power, tho building or structure s',all be weather light and SZOLIM The CICCtriUl wiring in the area designated for pre -power shall be coi- nplcte and in saC;. order, All electrical services associated with tile area will be 100% complete unless specifically approv. d by the elecurica inspector, 51 Interior efecWce! rooms shall be lockable, if olcctrical pane's in in area that cannot be foc!ed by doors, the Pallels Shall be equipped wide a belting nicohanism (approved by the AFIJ). The :icertsed eleetrical contractor or his licensed representative shall hold the keyS(S) for SLICC, aCC,-SS to clectricai, panels to ptrev-rt circuits other than those that are sate. 6. Fh;s TUG/Prc-power approval is valid for a maximuni of 180 days from date of ?pproval. T If provided, the fircsarink-ler system :must be operational with Water on -,he Syltern prior to pre -power, TUC app>rctval is for service and outside GF'C1 outlets only. 9. Check 8vith the local juriidictiou for fees associated vi ith tags, R'intNianw- of 0 ner/Tcrient Sigriat 3 of Gen, ororactor 157 1 1 j [ f I kf IS D! CT I () N: CM,LED EN"TO: Prouress FnCrqY Florida L; 1ol"t Print Name of Et, C'critractor Si",natui- L of El. Coritrnct(A, confrac or License '4 On REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED BUILDING PERMIT Min Max 10 10 20 Permit 9 Ins ection Desc!Ltion Form board / Foundation Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 30 50 Sheathing — Roof Final Window 40 Roof Dry In 50 60 70 Frame Insulation Rough In Drvwall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 80 1000 1000 1000 Final Stucco / Siding Insulation Final Final Single Famil Y/"Resi&nce L LV9f7= MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 ICY OF NFOIRDE FOE DEPARIVEN" job ,-address: 2336 Gipper Circle I'arr cel li): Type or Work: NeNN 1 ,- dditioni Description of Work: -Plumbing 1 rrtlydirr 1 ii-e Prevention Di~°don ApplicationNo: mented Cortstructlein Mre: S Ilistoric District: YesEl`NoD Residential LLJ C'onrrtreracial tionl] Repalir-E_._.1 Derrto ('lraatr1,1e or USCLA AW IH: 1mrlr 1zevle"e Contact Person; Title: r„ Phone: Fax: Entail: f Property Owner Information Na nie David Weekley Homes Phone: Street: 1110 n Post Rd Resid rat of property" City, State yip: Houston Texas 75354 ontra= 15ormation Naine Spegal PLumbing LLC Phone: 321 256 1234 Street: 1767 Beddow Court Unit C Fax: City, State dip: Apopka Florida 32763 Statte License No.: CFC1428683 Architect/ Engineer Information Name: _ _ Phone: Street: — _ —-- Fav -_ IQ, 0, slip: E Malil: Bonding Conipaany: _ _ Moogage Under: Address: Address: __ N NVARNING ` O O"TER: 1`C}UR FAIIAME 11) RECORD A Myrick OF Cf)E1EE:ItiC`E:tEEa t' lTAI' IiI";Oi l.`E I a Yf)l>E2 PAYING 11VICE FOR IMPS O'VE NIENTS 11) YOUR PROPERTY. A NOTICE OF C't}:s MENC'IRMt:'NT MUST ICE:: IMCORDED AND Po wrE DON `E'III•: JOB SITE BEFORE THE FRIST INSPE:C'ru), , IF 1'C)t' INTEND TO OBTAIN FINANCING, \'(.)NSt' LT WITH 1'`OUR LENDER OR AN A'E'"IO11NE N BE F01M REC"ORDENG YOUR NOTICE; O Application is hereby made to obt0n a Jaen"it to do he wwk W Omniladons as indkMec#_ l estif tla€at tza tatE <r i tst:rll,atitt t irtr ctmirnenccd iarha to to Kwunwe cat a lacr-rrrit and tlrat A wofT W he yrWnwd W nwd manuf ais of all WA twat€Ang c c>astrttctWn in TO " jtrrisdkbon. I rrndennmd tWt a separate permit must he secured I'ttr• eleerrirzal "ork. Ealun&nM, signs, melts. pools, t'nrnare% IaoEki s, Ereaters, tanks, and air conditioners, etc. IOU U13 MMI W irrseriWd whh dw dare of a"liesat "n arrd the cndv itt rtfect say sat that data b" i' pair n (2010) Florida r3tritc W9 (Vde Rre i. c•tt J :z; Wj ! 201 Paw l"firaw- NOTICE: IC I : Ill addition to the of' this permit_ therc nwy be additium zl restrictions atpplicaabIC to this hropcc[v that may lae f0Mid 1 t I the public; records of this Cotrikty• and there n1ay` bQ additional 1wriltrts re'luired froth ClItOWS ILICi a5 CCOM 2la.idiat X'_ ntetat districts, "haste agCncws, tir fcci rt.l FaCelicies. cccpwlicc of 11crtuit is v-crification that I will notify tic ovvoc:r of the lorciperty of tlic rctltrircntelits of Florida Licit Lwv . F's 71 , I' Ite Cite of 4tuilord requires pad=intact of a plan rev ievv Icc at tilt' time of licrinit sutlttiival. A copy cii`tlic executed t-olitiact is rcquired In order to Calculate a Plata rCvicet chargc and will lie considered fit,: estillramt cou-strut:tioll v;Ihre cot, the Koh at the tune cot, sathnlittal. The ,actual ccorastructicatl vaalm" will toe figurcd based oil the currcw ICC Valuation ation I'.abic III c€(cct at tile tinac tae 11:nlltt is issiretl, iii accordance with local ordina121ce, SI1-11d Calculated charge,, lif:iireci olf tile e.veeuted comroct exceed the aCtual C011strLIC0011 \lain, crc,dit will be appht:,d to your permit lc'c s Mien cite perrttit i Issued. 0WNEW AFFIDA V11: I ccrti(v that :all of the I'oregoittg, iol'orraaaticaai isnectiraate and that all work Nvill be (lone in compliance Nvita all applicable lamas regulating cons(ra vdl as and mining. r Sjyraamr, eatC} tttao AFon( f)at, 4 t;,awiiai CCu a,r,tew ,t u,, C f 6w f e"- it to;t-nt!uAt ert \ it A-? Slam€ urc o; 3vcottt[_y-Stare oFt`?onda DMC 0,tncrfA , ent is Personally Knovvn to Me or Sii a ; j)t" Ire -Slag 4tt'iiSt'? ALA€ K ?at a 'y Diary Putatic State of Honda a ,; Cemmisston GG 216823 a ,`c My Comm, Expires Aug 12, 202 i flooded through N, tic 'at Notary Assn. onva tctctr/ Agent is 1'ersonatlly Knovvrt to Nic or Produced ICEType ofIT 4B1,'1,ONN,` IS FOR OFFICE USE ONLY Permits Require& Building E] I'dectricaal E] 'Mcclaaanicaal [:] Pltttatt ingEl " Gas[] Root' Construction Type:-, Occupancy Use: Flood /.on : Total Sol Ft of llldg: Nliaa. Occupancy Load: ## of Stories: New Construction: Electric - ## of.-knilas I'laataabin- - ## of Fixtures Dire Sprinkler Permit: YesEl I,o 0 ti t1I'llcacls APPROVALS: C)' ING: I *I'Il.1Tll S: F'NGINNf"I F RINK,1: DIRT:: OKENEEFUNM Fire Alarm Permit: Ycs El N,o El WASTE \VATF.R: it; % iacd 1 ttnuar, I. r1A C'11'Y OF SANFORDA'67 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Constrijetion Value:S Jot) Address: Flistot -ic District: Yes N(--), Pat -eel 11): RcsidentiaQ coraluel,cial Type of Work: Nevv,,N, Additionl] Alteration[] RepairEl DerooEl Cliange of Use 0 Move E] Description of Work: Plan Review Contact Person: Title: ---- Phone: Fax: Ernail: Property Owner Information Name Phone: Street: Resident of property? City, State zip: Contractor Information z 1 1" ' /'_ - ,, /" /' e - - Name _1 Plione: Street: Fax: City, State Zip: 551z—V-)'17e-e State License No.: Arch itect/Eng i neer Information Name: Phone: Street: Fax: __ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Addi-ess: 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 13E 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 YOulz 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 standard-, of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work., Plumbing, suns, 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: 51" Edition (2014) Florida Building Code EA N01,10": In addition to the I-equii,enwias of thi permit, there may loc additional 1-csti-ictions applicable 10 fllipl,Opellv that may be totirld ill file public records of this County, aInd thetc may he additional pei-mats requii-ed fi-mil othel, povernmental entities Such aS watet, 111a1lagellielli districts, statc at'011cies, or fedcl,ai 4-clicics. IZ Acceptance ofpermitis verification that I will notify the owner of the pi-opci-tv of the i-eqUivements of Florida Licit Lm%,, FS 713, file City of Sanfoi-d tvquii-es payment oft plait tevie-v fee at the time ofpermitSLIbmittal. A copy of tire exectited contract is i-equfi,ed it) orclet. to calculate a plan review chat-ge aii(I xyill be considered the estimated cotim-Lictioi) valLIC Of the JOI) at the time OFMIbIllittRI. The actual cotisti- tiction value will be 0 fioul-ed bsedoilthe cra-rent TCC Valuation Table in effect at the time the permit is issued, in t accoi-dancewith local ordimince. Should calculated charges figured Offthe executed contract exceed the actual construction value, credit will be applied to yow- ficitinit fees when the pei-mit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all workvvill be done in compliance with all applicble laws regulating construction and " Z011111(ly. Signature of Owner/Agent Dato Slgi(uie ofConvictor/Agent Date Print Owner/Agent's Nanle Print Co I actoi/Agont's Nattle Signature of'Notar State e CHAID W COWDERY My C, 0MmjSSI0N#rF9859l8 EXPIRES April 25, 2020 407) 398-01$3 Owner/ Agent is Personally Knowii to Me or Cofiti-actoi,/Agefit isA---- hall , Ian to Me oi- Produce d ID Type of ID Pi-oduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required, BuildingI'D Construction Type: Total Sq Ft of Bldg: New Construction: Electric - 9 of ical E] Mechanical[] PlumbingE] Gas] Roof [] Occupancy Use: Flood Zone: Min. Occupancy Load: 9 of Stories: Fire Sprinkler Permit: Yes El No , 8 of Heads APPROVALS: ZONING: UTILFHFIS: ENGINEERING: DIRT',: COMMENTS: Plumbing - 14 of Fixtures Fire Alarm Permit: Yes D NoE] WAS'I'E WATER: R e v ise d: J i ine 3 0 . 2 015 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value. $ JI-2) Job Address, AHistoric DistriNoct: Yes iParcelID: Residentiato Commercial Type of Work., New 9j Addition D Alteration 11 Repair 1:1 Demo El Change of TJse _] MoveEl Description of Work:18,5- Plan Review Contact Person: Phone: 40- 1-4si-IC5 Title: Z"""_ FaxJVU- 33,z5-32 3 Email: C, Ems= mom R ident of property? City, State Zip: 6ontra' rmation Name Phone: -- qo 00 Street Fax: City, State Zip. State License No.- Architect/Engineer lnf6rmation Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date- 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Applicaticm kNj0_T1QE: 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 governments! 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, ITS 711 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 IC C 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 be done in compliance with all applicable laws regulating construction and zqok 9. Signature of Owner/Agent Print Owner/Agent's Name Em Signature ot'Notary-State; ofFlorida Date Sit; a6c of Contractor/Agent T- J:L—Q - - liocloda, cut's Name Q4 . ft4. Y_ N P " Co 4 Smt. or Sign.trae Fh Date Owner/ Aggrit is — Personally Known to Me or Contractor/Agent is erscaiaalty Known to Me or Produced ID — Type of ID Produced ID ®_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required. Building[] Electrical E] Mechanioafl PlurnbingE] Gas[] RoofE] Construction Type:Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: ---- # of Stories: New Construction: Electric - # of Amps- Plumbing - 9 of Fixtures_ Fire Sprinkler Permit: YesE] No [J # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes [] NoE] WASTE WATER: Revised: June 30, 2015 Permit Appfication STATEWIDE State Cert CAC032448 1-888-831-2665 -AIR ".0DELMNUT1111118 - AM COMMUNING David Weekley Homes Revised Date: 3/2/2018 225 S. Westmonte Drive, Suite 3300 Phone: (407) 865-8210 Altamonte Springs, FL 32714 Job Name: Reagan Pointe — 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job, Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 - Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane U-Value = 0.34 SHGC = 0,30 Water Heater - Electric 40 gallon, efficiency 0.94 FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE 3. SEER HSPF LIGHTS PRICE 7413 3,5 i 14.00 8.2 4/0 7,195.00 7413 Opt Bdrm 4 3.5 14.00 8.2 4/0 7,315.00 7497 10 14.00 8.2 1 4/0 6,958.00 7498 3.0 14.00 2 4/0 6,759.00 7499 2.5 14.00 j 6,2 4/0 6,506,00 REAGAN POIE — 40' GARDENS FANS/ FAN i TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF LIGHTS PRICE 7510 3.5 114.00 8.2 4/0 7,449.00 7511 3.5 14.00 8.2 410 7,361.00 7512 75- 1 3. 5 14.00 8.2 4/0 i 7,560.00 3---- T-3 14.00 8.2 4/0 7,37100 i- V' 66 FOR IS MONTHS Equipment to be CARRIER HEAT PUMP (CH14NB/FB) Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7" range vent, programmable thermostat (TH6320U1000DAG), (1) Honeywell 2-Zone Damper System, 1) Honeywell Y8150 fresh air, and a 2 nd year warranty, Customer Initials STATEWME State Cert CAC032448 111-888-831-2665 i,":IQEL-AIR AIR CONOMOHINGHEATING David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page I of 2 Job Name: Reagan Pointe - 34" Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 Vented Knee Wall R-7.O Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTEA 345 COTTAGES TOTAL TOTAL FANS/FAN- CONTRACT CE CONTRACT O—RICECIG—HT P7R I PLAN NAME TONNAGE SEER HSPF C&M—BOS QQM 7497 2.5 14.00 8.2 4/0 6,449M 6,459.00 7498 2 5 14.00 8.2 4/0 6,250.00 6,260-00 7499 2.5 14.00 8.2 4/0 6,189.00 i 6,199-00 R EAG AN POINT` E - 40' GARDENS TOTAL TOTAL FANS/F iNTRACTCONTRA c6-N—TRACT 1 LIGHT— RRIC —CEIRIE PRICE PLAN NAME TONNAGE SEER I HSPF COMBOS RRIE R) CfARQM Affl 7510 3.0 14.00 8.2 4/0 6,850M 6,832.00 7511 3.5 1 14.00 8,2 4/0 U7,044.00 6,995.00 7512 3.0 L.00 8.2 4/0 6,978.00 6,960.00 7 1 L__ I 3-0 i 14.00 8.2 4/0 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cgs Initials FINAL SURVEY LEGAL DESCRIPTION: LOT 16, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Ti U Lot 15 L1 S 40°51'28" W 40.00'(P&M) L2 N 40'51'28" E 40.00'(P) L3 N 40051'28" E 70.48'(P&C) L4 Survey Closure Line A 7 N 37'58'55" E 68.08'(M) Sp cPSQ906' 0 i y-- c T. . .. ..Aso % aJ s/a o Sfo Fes. e,r 2 AosS2 86' of o Fo2Pa NCO OX' 11125*21 Y ^ \0 V ( GO', 6 Site Benchmark Information- CO 30 Fnd. Nail & Disk (No Identification) In Centerline. a Elevation: 51.54' 0 #2 / Fnd. Nail & Disk (No Identification) In Centerline. Elevation: 45.30' to 2.2' `0S1 Q) a 1$ Q-° #2 5acar r 4 P Q Benchmark Information - Seminole County Control Point GPS Graphic Scale Name 0117, Designation 488120117. Elevation = Revision: Added Final Survey - 12/04/18 - BMJ45.350'. Revision: Added Foundation Survey - 05/31/18 10' 2 ' 40' Elevations are based upon NAVD 88 Datum) Scale: V=20' Field Date: 12/3/2018 Date Completed: 12/04/18 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subiect to any Easements and/or Restrictions of Record. Bearin basis shown hereon, is Assumed and Based ugupon Line Denoted with a -BB'. I hereby Certify that this Boundary Survey of the above Descrbad Properly is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying inthe State of Florida in accordance with Chapter 5117.052 Florida Drawn By: B.J. File Number:IS-45029 FI Legend- g C Calculated PC •Point Of Curvature Builtlinq Ties are NOT to be used to reconstruct Property Lines, A,dmn'strative Codes, Pursuant t ctlon 472 27 Florida Statutes.- Centerine Pg. -Page Fence Ownership is NOT determined. CK (RccyBCMConcreteBtock Concrete Monument Fit • Point of lntersecton RoofOverhangs, Underground Utilities and/or Foot— have NOT been located UNLESS Q4,PZIF 4>'2yQ '0 Conc. Concrete P.O.B. • Point of BeginningB99 p,O,L. -Point on Line orherwlsenoted. p FOR D DescriptbIT PP •Power Pole Septi< Tanks and/or Drainlield locations are approximate and MUST be verified by e / THE st•a FIRMDEDrainageEasementPRM - Permanent Reference. appropriate Utility Location Companies. orPatrickK.Irelan ^'cORMP 6637 LB 7623Esmt -Easement Monument UseofThisSurveyforPurposesotherthanIntended.WlthoutWrittenveoflcatron,Wlllbe F.E.M.A.- Federal Emergency PT •Point of Tanengov at the Use's Sole Risk and Without Liability to the Surveyor. Nothing HereonshaI be This Surve%y is mend -Y for use Said Certiried Parties. Mane ement A en99 on R -Rados ComtruedtogiveANYRightsorBenefitstoAnyoneOtherthanthoseCertified. boThtsburveNOTVALIDUNandEmbossedwdhSurveorsSeal. FFEFnd. Found floor ElevationFoundIronPipe Had. -RabatRec - Reber &Cap Rec. • Recovered POINTSOFINTEREST- PAVERS OVER NORTH EASEMENT. DRIVEWAY OVER SOUTH Ire a, &Associates Surveying, Inc.IP IcLLength (Arc) Rfd. - Roofed EASEMENT. t MN&D Measured Nail & Disk Set • Set 'G' Reber & Reber cap "LB 7623' DocuSigned by: 1301 S. International Parkway Suite 2001 N.R. ORB Non•Radeil Official Records Book Typ. - Typ-I UE - Uh1Ry Easement P(-, Lake Mary, Florida 32746 P Plat WM - Water Meter www.irelandsurveying.corn P.B. Plat Book A Delta en 8lceos3FCAEsaEe Office-407.678.3366 Fax-407.320.8165Q- Wood Fence Chain Fence Permit #: E3 0Builder: OC'V' , 'e Ck lei Ho Community: P _e - (__ Unit 4: Address: City, State, Zip: C. , fo !_ , T 1, , ' "` -1 -7 Air Infiltration Test Results CFM(50) = 7 Volume= ACH(50) = CFM(50) X 60 / Volume C, 4Pass El Fail Passing results must be 7 ACH(50) or less R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones I and 2, 3 air changes per hour in Climate Zones 3 through S. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7),F.S. or individuals licensed as set forth in Section 489.105(3)(f), (g), (h), (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. Authorized Third Part I hereby certify the above results and that I hold the below certification: J Class A or B A/C contractor or Mechanical contractor RESNET approved HERS Rater or Residential Field Inspector BPI approved Building Analyst or Energy Auditor Professional Engineer Mechanical ventilation has been added: Yes No Signature: Printed Name: C Revised 12/19/2017 License No. License No. Date: 'I - - I FINAL SURVEY LEGAL DESCRIPTION: LOT 16, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES 1 U, L1 S 40'51'28" W 40.00'(P&M) L2 N 40'51'28" E 40.00'(P) L3 N 40'51'28" E 70.48'(P&C) L4 Survey Closure Line N 37'58'55" E 68.08'(M) 7s a/ 0 cf 9 0° G. \° Qa ya. N o...........o ..... pOio,/ G0 az %p-o,S0ca. QP0oJ J rb SO, 1_ 0 Site Benchmark Information- 1 Fnd. Nail & Disk ( No Identification) In Centerline. Elevation: 51.54' 2 Fnd. Nail & Disk ( No Identification) In Centerline. Elevation: 45.30' Benchmark Information - Seminole County Control Point GPS Graphic Scale Name 0117, Designation 488120117. Elevation = Revision: Added Final Survey - 12/04/18 - BMJ 009 45.350'. Elevationsarebased upon NAVD 88 Datum) Revision: Added Foundation Survey - 05/31/18 10' 240' Scale: 1 "=20' Field Date: 12/3/ 2018 Date Completed: 12/04/18 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOTbeen Researched for Gaps, Overlaps and/or Hiatus, Subject to any Easementsand/ or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB-. I hereby Certify that Ihis Boundary survey of the above Described Property is True and Correct to the Best of my Knowledge and Befiet as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying In the State of Florida IT accordance with Chapter 5J-17A52 Fbrga Drawn By: BJ File Number:IS-45029 FI Legend- C Calculated centerline PC - Point ofCurvature Pg. -Page Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership NOT determined, Administrative Codes, Pursuant t et'on 472 27 Florida Statutes. IR B CM Concrete Block ConcreteMonument PI - Point of Intersection P.O.B.-Po int of B Innin e9 9 is RoofOverhangs, Underground Utilities and/or Footers have NOT been located UNLESS 1CK k Rild F< Q •O Flo Cont. D Concrete Description P. O. L. - Point on Lina otherwise noted. Septic Tanks and/or Drainlieid locations areapproximate and MUST be verified M FOR s THE DE Drainage Easement PP - Power Pole PRM •Permanent Reference appropriate Utility location Companies. STAT FIRM r Patrick K. Irelan ,`-.: F< nRIoF6637LB7623Esmt. -Easement Monument Use ofThi5SurveyforPurposesotherthanIntended, Without Written verification,Will be F.E.M.A.- Federal Emergency PT •Point of Tangency g atthe Users Sole Risk andWithout Liability to the Surveyor. Nothing Hereon shall be This SUNe lis intend aid use Of Sald Certified Parties. ManagementAgencyR -Radus Construed to give ANY Rights or Benefits to Anyone Other than those Certified. ThiS JiIfVB UN L and E7m'b tosstsledd1wl1ittn Siurve Surveyor's Seal. FFE F nit. IP Finished FloorElevation Found, IronPipe Rad. • Radial Rec • Rabat&Cap Rec. - Recovered POINTS OFINTEREST - PAVERS OVER NORTH EASEMENT. DRIVEWAY OVER SOUTH j i n D frt''n/j( J ry SSOCVW VSSurveying, Ireland Inc. L Length (Arc) Rfd. - RoofedEASEMENT. 1fGl.fr LLLfff/// UUUrrr U I M N&D Measured Nail & Disk Set - Set G Reber & Reber Cap "LB 7623" DocuSigned by: UUU VVV 1301 S. International Parkway Suite 2001 N. R. ORB Non-Radial Official Records Book Typ. - Typical LIE • Utility Easement k ,• I`/' C, Er Lake Mary, Florida 32746 P PlatWM - Water Meter www.irelandsurveying. com o- Plat Book Wood Fence Q • Delta ( Central Angle) O- - Chain link Fence B10ED63FCAE64EB . Office-407. 678.33tJ6 FaX 407.320.8165