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592 Red Rose Ln 18-2396 NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 27, 2018 BUILDING APPLICATION #: 18-10000578 BUILDING PERMIT NUMBER: 18-10000578 UNIT ADDRESS: RED ROSE LANE 592 TRAFFIC ZONE:022 JURISDICTION: 21-19-30-510-0000-2350 SEC: TWP: RNG: SUE: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCTEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 592 RED ROSE LANE J THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Famil 705.00 1.000 dwl unit 705.00OKSI,,,ln, ROADS -COLLECT Nl., SingleFamily Housing .00 1,000 dwl unit 00 FIRE ESCUE N/A 00 LIBRARY CO -WIDE ORD Sin le Family Hou' 54.00 SCHOOLS 1. 000 dwl unit 54.00 coslwnYDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759,00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF kNFORD FLORIDA Issue Date Parcel Number Property Address Subdivision Name Legal Description Owner Contractor Application Number Description or Work Construction Type Occupancy Type Flood Zone Approved Building & Fire Prevention Division P.O. Box 1788 Sanford, FL 32772-1788 PERMANENT January 17, 2019 21-19-30-5 10-0000-2350 592 RED ROSE LN SANFORD, Fl, 32771 TAYLOR MORRISON TAYLOR MORRISON BR 18-002396 BLDG PERMIT - NEW CONST/ALTER BUILDING OFFICIAL VOID UNLESS SIGNED BY THE BU11DING 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 Linder the ownerl'builder contractor exemption of Florida Statute 489,103; refer to the state statute regardin1 limitations on renting, lease or sale of this property. Parcel ID Number: 3 Prepared By Daphne Clark and Taylor Morrison Homes Return To 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT 3 5' 41, Legal Description Thornbrooke Phase according to the plat thereof, as recorded in Plat Book S / Page 2,1- --/,of the public records of Seminole County, Florida, fl Addresses A P _Sanford FL 1 General description of improvements Single Family Home 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. K Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. 11. Date Signed Signature of Owner's Agent: J n Asa Wright aylor Morrison of Florida . Sworn to and subscribed before me this by John Asa Wrightig/who,.4's rsonally known to me. Nip Notary Public DA Clark My commission expires: 6/27/19 ,N'R P Serial No. FF20910;,',',,,z y Signature: tA TE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i4plication No: A, I Documented Construction Value: Job Address: L Historic District: Yes No4",s S' k- 4f k—k- Parcel ID: 00 2'11'``o Residential [. ComtnercialEl Type of Work: New 0 Addition El AlterationRepairEl Demo 1:1 Change of Use[],.Move 0 Description of Work: NJ' F - T LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: _4D7- 25Z-Qq4D_ Fax: Email:_d Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street. 151 SOUTHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE# 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/ Eng ineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEM ENT MAY RESULT IN' YOUR PAYING TWICE FOR IMPROVFMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUsT BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO 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 perfortned to meet standards of all laws regulati rig 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: 511 Edition (2014) Florida Building Code Revistd June 30, 201> Permit Application NOTICE': In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may beNOTICE': 4 found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, I"S 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. nature of'Owner/Agent Duo:,nature of'Contractor/Agent 1 11 JV TAYLOR MORRISON 6 RIDA INC JOHN ASA VVJRl -G 14T 11nni Owner/Agent's 's NamePrintCont,yop i X Signature of a tate ol'Flonda Date Signature of Notary -State of londa Date Wy p .—. PAYP izp --14 D k URICCLARKMyCOMMISSION# FF' UC, My CoWtSSION # FF 2091C fi EXPIRES: Jurte 27, 2019 EXPIRES June 27, P "OF fvd` E10,60 Tn,,,jwfsL R&-' Bcsded tin,Sn Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID Type of ID Produced ID _"__ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [o Electrical Mechanical@ Plumbing R GasE] RoofE] Construction Type: \1 (2- Occupancy Use: Flood Zone: )K,- Total Sq Ft of Bldg: ?--7fi Min. Occupancy Load: of Stories - New Construction: Electric - # of AmpsJ_Q Plumbing - # of Fixtures Fire Sprinkler Permit: Yes El No #of Heads APPROVALS: ZONING: 4, AK 2o,"? I 1 x qENGINEERING: C i ,Dl Z, FIRE: COMMENTS: - Ok to construct single family home with setbacks and impervious area shown on plan. A Fire Alarm Permit: Yes [] No N WASTE WA,rf,"R: BUIEDING: Revised June 30 2015 Permit Application A CITY OF SANFORD V 1j,o BUILDING& FIRE PREVENTION Application No: PERMIT APPLICATION D Documented Construction Value: $ 1,13 Job Address: 6, S e, - k Historic District: Yes D No 9 Parcel ID: - Residential lx_ Commercial 11 Type of Work: New 0 Addition El Alteration El RepairEl Demo[] Change of Use MoveEl Description of Work: LOT NUMBER d3 Plan Review Contact Person: Daphne Clark Title: Phone: _4DZ-25Z-B24_Q Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: __N/A Mortgage Lender: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMEVT. Application is hereby made to obtain a pert -nit to do the work and installations as indicated. I certify that no work or installation h commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructi in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poo furnaces, boilers, heaters, tanks, and air conditioners, etc. I FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that (late: 5'h Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 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 ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 0. A. CIARK My COMMISSION# FF209108 EXPIRES: June 27,2019 aondW Thru 0401 t401jry RP 'rv,np- Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID MUMMMMMME, JOHN ASA W I HT Print Contracts -M—Eme Sig.utwe of Notary -State of rl.dd D A, CWK MYCOWISSIONUFftooEXP1RES:'JUnL' 27, 2olg Not,.n ' , s r, Contractor/Agent is YES Personally Known to Me or Produced ID _NIA_ Type of ID Permits Required: Building [] Electrical [] Mechanical [] Plumbing[] Gas[] Roof [] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - 9 of Amps Plumbing ® # of Fixtures Fire Sprinkler Permit: YesEl No [I # of Heads Fire Alarm Permit: YesE] NoE] APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: I WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 592 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2350 Phone Number: 407-629-0077 Email: The -reason for, the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition 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) 77---7777-7777 777-777-= Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: El floodplain Ofloodway A portion of the parcel is in the: El floodplain 0 floodway The parcel isnet inthe: [Wfloodplain Ofloodway The structure is in the: Elfloodplain []floodway El The structure is not in the: 0 floodplain ] 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# 18-2396 Reviewed by: Michael Cash, CFM Date: June 13, 2018 D Application for Right -of -Way UseD\ MIDfor Driveway, Walkway & Landscape P_ %,' 1877 — Department of Planning & Development Services sanfordfl. qov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407,688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right- of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. 0 Know what's 11,010W. 7N"& W0j*- Call Ili you dig, 1. Project Location/Address: 2, Proposed Activity: Driveway Walkway 0 Other: 3, Schedule of Work Start Date Completion Date Emergency Repairs V -- 1 4 4, Brief Description of Work ACIWAIA AM AA ` ' PcP, This application is submitted by: Property Owner, /'X ,.,I Signature: ie Print Name: M&I-A-Ch, Address: 44dg&- I t rl c OW i l f", Ink- 0Phone: Fax:- J HQ Date: q 0%111 11 11Q - 11 11) -1 •—I, Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said insta0atton/ improvernent fully restoring the right-of-way to its previous condition In the event that any future construction of roadways. utilities, stormwater facillibes, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the ReqUestor does Trot continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestorls expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration To the fullest extent permitted by law, Requester agrees to defend, Indemnify, and hold harmless the City, its councilpersons, agents. servants, or employees appointed, elected, o' r hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. I have read and understand the above statement and by signing this application I agree to its tennis. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution Date: This permit shall be posted on the site during construction. Please call 407,688.5080, Ext, 5401 24 hours in advance to schedule a pre -pour Inspection. I Pre -pour Inspection by_ Date: I M aQpremvaf to J ROW Use Dnve,ay. rdf SCPA Parcel View: 21-19-30-5 10-0000-2350 http.lfparcel detail. scpafl . org/Parcel Detai I Info. aspOPI D-21 19305100— PLoReft Rqpqr C r PINEAER Parcel: 21- 19-30-510-0000-2 3 50 st A Property Address: 592 RFD ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19- 30-510-0000-2350 2018 We Owner(s) TAYLOR MIORRISON OF FL INC Values Valuation Method Cost/ Ma Property Address 592 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 Mailing 151 SOUTHALL LN STE 200 MIAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNBROOKE PHASE 4 Depreciated EXFT Value Tax District S1- SANFORD Land Value (Market) $ 40,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions JustLNlarket Value "" $ 40,000 Portability Adj Save Our Homes Adj $0 Amendment 1 Adj $ 0 P&G Adj $ 0 Assessed Value $40, 000 N) Tax Amount without SON: 2,017Tax Bi[ I m ant Tax Eli mafor Save Our Homes Savings: 33 Does NOT INCLUDE Non Ad Valorem Seminole County GIS Legal Description LOT 235 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value County General Fund $ 40,000 Schools $40,000 City Sanford $40, 000 SJW (Saint Johns Water Management) $40,000 County Bonds $40, 000 Sales Description Date Book Page Amount I I of 2 5/23,/2018, 10:33 AM FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot235ThornbrookeSantaRosaAGRS Builder Name: TAYLOR MORRISON Street: 592 Rod Rose Lane Permit Office: City, State, Zip Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1, New construction or existing New (From Plans) 9. Wall Types(2706.2 soft) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13,0 1377,00 ft' b, Concrete Block - Int Insul, Exterior R=1 1,0 1098.20 ft' 3, Number of units, if multiple family 1 c, Frame - Wood. Adjacent R=1 3,0 231,00 ft' 4, Number of Bedrooms 5 d, N/A R= ft. 5. Is this a worst case'? No Ceiling Types 0277.0 sad.) Insulation Area a. a. Under Attic (Vented) R38 0 1277.00 it' Conditioned floor area above grade (ft~) 2138 b, N/A R-- Conditioned floor area below grade (ft') 0 c, N/A R= 11. Ducts R ft, 7, " lindows(336.7 soft,) Description Area a. Sup: Attic, Ret: Main, Ali: Main 6 4276 a. U-Factori Dbl, U=0,34 272,67 ft' SHGC: SHGC=0,31 b. U-Factor: Dbl, U=0,58 6400 ft2 12. Cooling systems k8tu/hr Efficiency SHGC: SHGC=0,32 a. Central Unit 12.0 SEER15.00 c, U -Factor: N/A ft' SHGC: 13. Heating systems kBru/hr Efficiency d, U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth 2,521 ft, Area Weighted Average SHGC: 0,312 14, Hot water systems a, Electric Cap: 50 gallons 8, Floor Types (1277,0 soft.) Insulation Area EF: 0 950 a, Slab -On -Grade Edge Insulation R=0,0 1157.00 ft' b. Conservation features b, Raised Floor R=19.0 78.00 ft' None c, other (see details) R= 42.00 ft- 15, Credits pstat Glass/ Floor Area: 0.157 Total Proposed Modified Loads: 63.14 PASS TotalBaselineLoads: 70,93 I hereby cedify that the plans and specifications covered by Review of the plans and 1A E S 4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code, a Vj,11 0 PREPARED BY: Before construction is completed for I DATE: 5/18/18 this building will be inspected com chance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes, with the Florida Energy Code, QD OWNERIIAGENT: 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 e Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1,1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4,1.2). 5/ 181/2018 4 17 PM Enerqf,Gaugetiy USA - RaRes2017 Section R40c, 4 1 Compliant Sc",%a— Page 1 of 5 BUILDING PERMIT Min Max 10 10 20 Permit Ins action Description Fon- n board / Foundation Survey__ Slab / Mono Slab Prepour Lintel / Tie Beam / Fill Down Cell 30 30 Sheathing — Walls Sheathing — Roof 30 40 50 Final Window Roof Dry In 50— 60 70 Frame Insulation Rough In Dr all / Sheetrock 40 50 50 so 1000_ 70 1000 1000 1000 Lath Inspection Final Roof Final Stucco / Siding Insulation Final Final Single Family Residence WMIT" Mm FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name- I_ot235ThornbrookeSantaRosaAGRS Builder Name: TAYLOR MORRISON Street: 592 Red Rose Lane Permit Office: City, State, Zip. Sanford , FL , 32771 Permit Number Owner: Jurisdiction: Able 8 Design Location: FL, Orlando County-: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9, Wail Types (27062 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft' 3. Number of units: if multiple family 1 c_ Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 5 d. NIA R= ft, 5. Is this a worst case'? No 10. Ceiling Types (1277.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1277.00 W 6_ Conditioned floor area above grade (ft') 2138 b. N/A R= it Conditioned floor area below grade dt') 0 c_ N/A R= it, 11, Ducts R ft' 7. Windows(336.7 sgft.) Description Area a. Sup: Attic, ReL Main, Art Main 6 427 6 a. U-Factor: DbL U=0.34 272,67 ft' SHGC SHGC=0.31 b. U-Factor Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC_ SHGC=0.32 a. Central Unit 42.0 SEER :15_00 c. U-Factor: N/A ft, SHGC: 13. Heating systems kBtu/hr Efficiency d_ U-Factor: N/A ft, a_ Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth2.521 ft. Area Weighted Average SHGC 0,312 14. Hot water systems a_ Electric Cap- 50 gallons 8_ Floor Types (1277.0 sgft.) insulation Area EF 0 950 a. Slab -On -Grade Edge Insulation R=0 0 1157,00 it' b. Conservation features b. Raised Floor R=19.0 78.00 ita None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.157 Total Proposed Modified Loads: 63,14 PASS TotalBaselineLoads: 70.93 I hereby cerhfy that the plans and specifications covered by Review of the plans and 14E ST*1? this calculation are in compliance with the Florida Energy specifications covered by this a r. Code_ calculation indicates compliance yv with the Florida Energy Code,q PREPARED BY: Before construction is completed = DATE: 5/18/18 this building will be inspected for compliance with Section 553.908 I herebycertify that this building, as designed, is in compliance Florida Statutes. Y 9 < 9 P with the Florida Energy Code 01) F ,> OWNER/ AGENT: 's ; 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 Harrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7,00 ACH50 (R402.4.1.2). 5, 18/2018 4 17 PM EnergyGauc,eJ USA- FIaRes2017 Section R405 4 1 Cornpharit Software Page 1 of 5 FDRMR4O5-2O17 5i I 8i2018 4 17 PM FneigyGauge'O USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 55iI8i2018417PMFneigyGauge'O USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING V Ceiling Type Space R Value Ins Type Area Framing Frac Truss 'Type 1 Under Attic (Vented) Main 38 Blown 1277 ft' 0,11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type Space R-ValLie Ft I n F t I n Area R-ValLie Fraction Absor. Grade% 1 W Exterior Frame - Wood Main 13 J, 6 6 9 0 4 18 5 ft2 0 0,23 0,6 0 2 W Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350 O ft' 0 0 0,6 0 3 SW Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52,9 ft' 0 0 0,6 0 4 S Exterior Frame - Wood Main 13 30 0 9 0 270,0 ft' 0 0,23 O 6 0 5 S Exterior Concrete Block - Int Insul Mail) 11 5 0 9 4 46,7 ft' 0 0 Ol6 0 6 E Exterior Frame - Wood Main 13 :16 6 9 0 418,5 IV' 0 023 0,6 0 7 E Exterior Concrete Block - lot Insult Main 11 39 6 9 4 368 7 ft' 0 0 O 6 0 8 N Exterior Frame - Wood Main 13 30 0 9 0 270,0 ft' 0 O 23 O 6 0 9 N Exterior Concrete Block - Int uSLJl Muln 1 1 30 0 9 4 280 0 ft' 0 0 O 6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231,0 ft' 0 0,23 0,01 0 DOORS Ornt Deal- Type Space Storms U Value Width Height Area Ft In Ft In 1 SW Wood Main None 25 3 1 8 24 7 f1l 2 Wood Main None 25 2 10 8 22, 7 Q1 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Cult ID Frame Panes NFRC U-Factor SHGC Irup Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0,34 031 N 6 O fl, 1 ff 0 in 1 ft 0 it) None None 2 W 1 Vinyl Low-E Double Yes O 34 031 N 15 0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 034 031 N 9 0 ft2 1 ft 0 in 11 ft 8 in None None 4 S 4 Vinyl Low-E Double Yes 034 0,31 N 30,0 ILI 1 ft 0 in 1 ft 0 in None None 5 E 6 Vinyl Low-E Double Yes 0,34 031 N 45 0 ft' 1 ft 0 in 1 ft 0 in None None 6 E 7 Vinyl Low-E Double Yes 0,34 031 N 39 1 ft' 1 ft 0 in 11 ft 8 in None None 7 N 8 Vinyl Low E Double Yes 0,34 031 N 300 ft' 1 ft 0 in 1 ft 0 in None None 8 IN 8 Vinyl Low-E Double Yes 034 0 31 N 40 0 ft' 1 ft 0 in 1 ft 0 in None None 9 N 9 Vinyl Low-E Double Yes 0,34 0 31 N 58 6 ft,' 1 ft 0 in 11 ft 8 in None None 10 N 9 Metal Low E Double Yes 0,58 032 N 64 0 ft' 9 ft 0 in 0 ft 0 in None None GARAGE osed Wall Perimetei Avg Wall Height Exposed Wall Insulation 1 451 ft' 1151 ft, 64 ft 8 ft 1 5/181/2018 4 1 PM EnergyGauge,/,' USA - FIaRes2017 Sectron P,40 4 1 Compliant Software Page 3of 5 FORM R405-2017 If Scope Method 1 Wholehouse Proposed ACH(50) 11 System Type 1 Electric Heat Pump! It System Type 1 Central Unit/ It System -Type SubType 1 Electric None FSEC Cert ft Company Name None None INFILTRATION SLA CFM 50 ELA EqLA ACH ACH 90 000409 2294.8 125,98 236,93 .3678 7 HEATING SYSTEM Subtype Efficiency Capacity Block Ducts Split HSPF:8 5 42 kBtud,,r 1 sys"ll COOLING SYSTEM Subtype Efficiency Capacity Air Flow SUR Block Ducts Split SEER: 15 42 kBtu/hr cfm 0,75 1 systIl HOT WATER SYSTEM Location EF Cap Use SetPnt Conservation Garage 0,95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage System Model It Collector Model # Area Volume FEF ft, H V Supply Return ---- Air CFM 25 CFM25 HVAC# It Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 427.6 ft Main 106 9 ft Default Leakage Main Default) (Default) TEMPERATURES Prograrnable Thermostat Y Ceiling Fans: CoolieCoo aJan Feb Mar Apr May Yl Jun Ju1 Aug Sep I Octov Dec Heat d Xj Feb ki Mar xl Apr I May Jun JulAugXl Xl Sep ttOctovH H Dec Venting Jan Feb Mar Apr May Jun j ri I Aug Sep Oct Nov Dec 5/18/2018 4 1 7 PM EnergyGaUge,';-,, USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (VVD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEN) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 51118/2018 4 17 PM EnergyGauger USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE (EP DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6_ Conditioned floor area (ft') 7. Windows— Description a. U-Factor; Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c_ other (see details) 592 Red Rose Lane, Sanford, FL, 32771 New (From Plans) 9, Wall Types Insulation Area Single-familyy a. Fame - Wood, Exterior R=13.0 1377,00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft' 1 c. Frame - Wood. Adjacent R=13.0 231.00 ft' 5 d_ N/A R= ft, 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1277.00 it' 2138 b- N/A R= ft' c. N/A R= ft2 Area 11. Ducts R ft' 272 67 ft' a. Sup: Attic, Ret: Main, AH: Main 6 427.6 64.00 ft' 12. Cooling systems kBtulhr Efficiency ft, a. Central Unit 42.0 SEER15_00 2-521 ft 0.312 Insulation Area R=0-0 1157-00 ft' R-19.0 78.00 ft' R= 42.00 ft' 13- Heating systems a. Electric Heat Pump 14_ Hot water systems a. Electric b. Conservation features None 15 Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: City/FL Zip: kBtu}hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18t2018 4:17 PM EnergyGauge,r USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Job: Lot 235Th o rn b roo keSa tit, Al 1 DEL-AIR Manual S Compliance Report Date: 5/18,18 HEATING AIR GUNDITIONRING Enfire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax. 407 333-3853 Web 'vVWW DEL AIR COM For: TAYLOR MORRISON 592 Red Rose Lane, Sanford. FL 32771 Outdoor design DB: 92.5'F Sensible gain: 30679 Btuh Entering coil DB: 78.3'F Outdoor design WB: 76.3`1` Latent gain: 6130 Btuh Entering coil WB: 64.1'F Indoor design DB: 75.01F Total gain: 36809 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-21+CBA27UHE-042-230*-++TDR Actual airflow: 1400 cfm Sensible capacity: 31157 Btuh 102% of load Latent capacity: 9235 Btuh 151% of load Total capacity: 40392 Btuh 110% of load SHR: 77% Outdoor design DB: 41.7'F Heat loss: 26397 Btuh Entering coil DB: 68.9'1` Indoor design DB: 70, O'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 1411PX-042-230-21+CBA27UHE-042-230'++TDR Actual airflow: 1400 cfm Output capacity: 38885 Btuh 147% of load Capacity balance: 29 IF Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer:Model: Actual airflow: 1400 cfm Output capacity: 8,0 kW 103% of load Temp. rise: 50 IF Meets all requirements of ACCA Manual S. wrightsoft, 20181 Mciy 18 16 16.34 fight Stut HnivcIal 2018 18 0 13 HS024011 P"jq(' I wt,iRos,V\G,HS t ot2-,1,,! o-bfokeSa,!aH, saACRS nm Ca'c = MJ8 House aces S 4 I'll Cif t Qi str cti Job: LOt235ThornbrookeSant... RDELAIR Date: 5/18/18 HEATING, AIR CONDITIONING Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 53"; CrJJlSCO WAY SANFG'RD, Ft_ 327 i Phone: 4i?7-333 2665 Fax 407-333 M53 MA) WM,V OH AIR.C',0M For: TAYLOR MORRISON 592 Red Rose Lane, Sanford, FL 32771 Location; Orlando Intl AR FL, US Elevation: 95 ft Latitude: 28°N Outdoor: [. Heating Dry bulb (IF) 42 Daily range (IF) - Wet bulb (IF) - Wind speed (mph) 15.0 Indoor temperature (IF) Design TD (IF) Relative humidity (%) Cooling Moisture difference (grub) 93 Infiltration: 17 ( M ) Method 76 Construction quality 7.5 Fireplaces Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-'13 cav ins, 112" gypsum board int fnsh, 2"x4" wood frm. 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 112" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o c. stud Heating Cooling 70 75 28 16 30 50 1.5 46.4 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain i, Rt,& `I,. i" F:gtu to 3tl I. V BL,h Bt„-'t, B!"t: n 200 0.091 13.0 2.58 515 2.34 469 e 374 0.091 13.0 2.58 962 2,34 875 s 240 0,091 13.0 2.58 618 2.34 562 w 398 0.091 13.0 2.58 1024 2.34 931 all 1211 0.091 13.0 2.58 3119 2.34 2838 n 158 0.095 7.5 269 424 1.67 263 e 330 O.095 7.5 269 886 1.67 550 s 47 0.095 7.5 2.69 125 1_67 78 sw 28 Q095 7.5 2,69 76 1.61 47 w 341 0,095 25 2.69 916 1,67 568 all 903 Q095 7.5 2,69 2427 1,67 1505 208 0.091 13.0 2,58 536 1,44 300 Windows 2A-2ov: 2 glazing, cir law-e autr, air gas, vni frm mat, clr innr, 114" gap, n 1/8" Irk, NFRC rated (SHGC=0-31), 1 It overhang (5 ft window ht, 1 ft n sep_), 6.67 ft head ht e s w all 2A-2omd: 2glazing, cir low-e Orlh, air gas, mll no brk frm mat, cir innr, n 1/4" gap, 1/8" thk: NFRC; rated (SHGC=0.32), 9 ft overhang (8 ft window ht, 0 ft sep.): 6.67 it head ht 2A-2ov_ 2 glazing, cir low-e outl; air gas, ant frrn Enat, cir innr, 1/4" gap, n 1/8" thk. NFRC rated (SHGC=0.31), 1 ft overhang (6.3 ft window ht, e 11.67 ft sep.): 6.67 ft head ht a I I 2A 2ov: 2 glazing, cir low-e ourr, air gas, vnl frm neat, clr innr, 1/4" gap, w 1/8" thk, NFRC rated (SHGC=0.31), 1 it overhang (3 ft window ht. 1 It sep.), 6,67 ft head ht 30 0.340 0 9.62 289 124 373 40 0,340 0 9,62 385 124 497 45 0.340 0 9,62 433 35.7 1608 30 0.340 0 9.62 289 126 378 15 0.340 0 9,62 144 35.7 536 160 0,340 0 9.62 1540 212 3393 64 0,580 0 16A 1050 16.8 1078 58 0.340 0 9.62 561 124 725 39 0.340 0 9.62 374 35-7 1388 97 0.340 0 9.62 935 21.8 2113 6 0-340 0 9,62 58 35.7 214 vvrilghts+o )18-.May iF 16.1634 1 , Right Sd<,i Ur nvwsa; 2-^- i8 18 0.13 RSU2,101I Page, 1 an H ,,, 3GH , ! tA235 t .:ook,., a ka43m 1fi.RS.ru,> Ca.c - MJ8 Hous- 1,1ces 2A-2ov: 2 glazing, cir low-e autr, air gas, vnl firm mat, clr inns, 1/4" gap, w 9 Q.340 0 9.62 88 35.7 325 1/8" thk; NFRC rated (SHGC=0.31), 1 ft overhang (4.2 ft window [it, 11.67 ft sep.); 6,67 ft head ht Doors 11 DO: Door, wd so type sw 25 0,390 0 11.o 272 12.0 296 n 23 0.390 0 11.0 250 12.0 272 all 47 0.390 0 11.0 522 12.0 568 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 coil ins, 112" 1277 0.026 38.0 0,74 939 1.15 1469 gypsum board int trash Floors 20P-19t: Fir floor, fnn fir. 12" (hkns, r-19 cav ins, anib ovr 78 0,050 19.0 1,41 110 0.71 55 20P-19t: Fir floor, frm fir, 12" thkns, 1 -19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 wr°igirfitsoft 2018 may 13 .6 16 31 Right u I Um,ws,ij 2018 18 0 13 HMKI,10111 Page 2 x-toHo, aAGPS Lo12331rr„p ,h a. es. Z,DEL-AIR Project Summary DEL -AIR HEATING & AIR CONDITIONINI 531ncm/000w^xmmponop1, 327r`Phone ^mao:66npax ^mzm-nco Web .WwwDEL-AIR now For: MORRISON 592 Red Rose Lane. Sanford, FL 32771 Notes: RVSDGK6/1BJA L8 2,/21/ 171A REDLINE 112'17JA LS 11/14/ 17JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside do 42 " F nmded1b 70 °[ DssignTD 28 IF Heating Summary Structure 19399 Btub Ducts 6998 Btuh Central vent (Ocfm) 0 B|uh Humidification 0 8iuh piping O B| uh Equipment load 26397 Btuh xuu: LouasT»mm4rovx* uwm— Date: snm1a By: JA Outside db 93 IF Inside c1b 75 F Design TD 18 F Daily n K8 Relative humidity 50 Moisture difference 40 gr/|h Sensible Cooling Equipment Load Sizing Structure 19174 tuh Ducts 11505 B1uh Central vent (Oo| m) O Biuh none) 8!mwor O Btuh Use manufacturer's data y R 1,00 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3654 B1uh Ducts 2476 Btuh Central vent (Oufm) O Biuh Hea1i Cuo|i^ none) Area(l 2| 38 213Q Equipment latent 8130 Btuh Volume (fP) 22293 2229 Air changes/hour 041 021Equipment Total Loud (Sen+Lat) 36809 Uiuh Equiv. AVF(chm) 152 78 Req. total capacity aiO.75SHR 3 4 km Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox liade LENN0X Trade LENN0X Model 14MPX 042' 230'21 Cond 14HFX<04 AHR| ref 10258591 Coil CBA27UHE 042'230~++TDR AHR|ref 10258591 Efficiency 05H3PF Efficiency 125EER.15SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 B|uh @ 471F Latent cooling 10500 B1uh Temperature rise 27 " F Total cooling 42000 BNh Actual air flow 1400 c(m Actual air xmm 1400 o<m Air flow factor 0.053 dm/Btuh Air flow factor 0,040 o1m/Bkh Static pressure 0- 30 inH20 Static pressure 0.30 inH2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point 29" F Baokup, Calculations approved by ACCA to rneet all requirements of Manual J 8th Ed. p- u°t rt- ` uw",o /n .u nmm smrmu"~°~” m 18o o nnomn`/ p° ` QDEL-AIR Right-JO Worksheet MATMG I Atli (A)"WIVINING Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD. FL 32771 Phone 407-333-2665 Fax 407 333-3853 Woo VVWVV DEL -AIR COM Job: Lot235Th o rn broo keSa n taRo Data: 5/18118 By: JA F'13 I t Zoom name Entire House family mi 21 Exposed wall 27M It 320 It 3 ROOM height 9,2 11 It heat cool 4 Room dimensions 15,0 x 1TO It 5 Room area 2434.5 (L' 255 0 It' Tyconstruction U-value Or I ITM Area (fr') Load Area I t Load number ( BluIr fil 'F) (Btuhjt,) or penmetef tft) Bluh) of perimeter ft) (Muh) beat Cool G;oSS N! R S Heat Cool Gross N PS I feat cool 6 12C- Osw 0.091 n 258 2.34 270 200 515 46t) 0 0 0 0 2A-2ov 0,340 n 9.62 12.44 30 0 289 373 0 0 0 0 28-21v 0.340 n 9,62 12.44 40 0 385 497 0 0 0 0 W 13A 7,5ocs 0,095 n 269 1 67 280 1581 424 263 140 76 204 127 1 k-- C, 2A-2omd O 580 n 16Al 165 8 640 1050 1078 64 0 1050 1078 G, 2A- 2ov O340 n 96212.44 58 001 561 725 0 0 0 0 W 12C-Os0. 091 e 2,58 234 L—C, 419 37 4 9 2 875 0 0 0 0633 2A-2o,w 0.340 e 9 621 35.73 45 4 1608 0 0 0 0 W 13A 7,5ocs 0,095 e 2.69 67 369 3301 886 159 159 426 264 L--G 2A 2ov 0.340 e 9.621 315,73 39 0 374 1550 388 0 01 00 VW 12C-Osw 0, 091 s 2.58 2.34 270 240 618 562 0 0 0 0! L--C, 2A-2ov 0,340 s 9.62 12.61 30 26 289 378 0 0 0 0 W 13A-7,5ccs 0.095 S 2,69 1.67 47 47 125 78 0 0 0 0 13A-7.5ocs 0, 095 SW 2.69 1,67 53 28 76 47 0 0 0 0 IDO O.390 sw 11.04 11,99 25 25 272 296 0 0 0 0, VV 12C-Osw 0, 091 W 2,58 2,341 4 I398 1024 931 0 0 0 0 2A 2ov U40 w 9, 62 35.73 i 0 58 214 0 0 0 0 L--(-; 2A-2ov 0,340 w 9,62 35.73 1 0 144 536 0 0 0 0 W 13A-7.5ocs 0, 095 w 2,69 1.67 350 341j 916 568 0 0 01 0 L --- G 2A-2ov 0, 340 w 9.62 35,73 9 0 88 325 0 0 0 0 R 12C-0sw 0091 - 2, 58 1 44 231 2081 536 300, 0 0 0 0 L—D LIDO 0,390 n 1104 11 99 23 23 250 2721 0 0 0 0 c 16CR-38ad 0.026 0,74 1,15 1277 1277 939 14691 0 0 0 01 F 20P- 19 0,050 1,41 0,71 78 78 110 551 0 0 0 U F 20P-19i' 1 0. 050 Al 0.714242 59 30 0 0 06 0 F 22A-tplM O9 2T99 0,00 1158 1183291 0 255 32 89 0, 6 c) A E D excurs of, F I Ivelope loss; gam 14673 0 13888 2577 106 1364 12 nNltrotlon 4726 14197 570 181 L Rooven lakon r'n o. 13 Wemal gafns, occupants, @ 23013804 1 9201 Apphances/other I 1 1 2410 1 1 I 01 Subtotal (lines 6 to 13) 19399 19174 3147 2, 164 10 Less external load 0 0 01 Loss transferRedistribution00014Subtotal193990 191740 31407 4 2,160 15 Duo loads 3ol"', 361,,, 60l 6998115053111", 54V',,, 978 1321 roof load 26397 30679 1125 3785 A equied (c( mi 1400 1400 219 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. D I `i May 8 16 16 ;34 Hqh! SuilUmve sa, 2018 18 0 13 RS02401I r, 1I,iHosaAGHS t o12351 hrn brooks. ailaRos C,f3amr) Cac MJ8, House !acesS DEL -AIR Right-J@ Worksheet Job: Lot 235Tho rn brookeSan taRo Entire House Date: 5/18s18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL, 32771 Phone 407 333 2665 Fax 407 333-3853 sees WWW DEL AIR COM 1 Room name nistr rrn als! r bill 2 Exposed ;wall 2M t H 5 it 3 Room 9,3 ft heat,cool 9,3 ft hea! Cool 4 Room d,inensions 15,0 x 14.0 It 1'0 x 91 0 1? 5 Room area 210,0 ft' 91.0 III Ty Construction U VaIr Or T Areaca 011 Load Area (I I Lead number fflnuh I ',-"F) (BtilhMW') or pertilletel (11) (BtUh) or Perimeter 11t) Br&) Real Cool Gloss LLP S Heat Cool Gross N P:S Heat cool 6 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9,62 12.44 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9,62 12,44 0 0 0 0 0 0 0 0 Vv 13 A - 7, 5ocns 0,095 269 1,67 140 82 220 136 0 0 0 0 11 EX, 2A-2cmd 0,580 n16,41 16,85 0 0 0 0 0 01 0 0 2A- 2ov 0,340 n 9.62 12,44 58 0 561 725 0 0 0 W 12C-Osw 0.091 e 2,58 2,34 0 0 0 0 0 0 0 0 L, G 2A-2ov 0,340 e 9.62 35.73 0 0 0 0 0 0 0 0 13A 7.5ocs 0, 095 e 2,69 1,67 0 0 0 0 0 0 0 0 t—c2A-2ov 0,340 e 9,62 35,73 0 0 0 0 0 0 0 0 t-G12C- Osw 0,091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A-20v 0.340 s 9.62 IZ61 0 0 0 0 0 0 0 0 w 13A- T5ocs 0,095 s 2.69 1.67 0 0 0 0 0 0 0 0 vw 13A- 7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 L—D 11DO 0.390 sw 11,04 11.99 0 0 0 0 0 0 0 0 vv 12C- Osw 0,091 w 258 2,34 0 0 0 0 0 0 0 0 G 2A 2ov U401 w 9.62 35.73 0 0 0 0 0 0 0 0 2A-2ov 0,3401 w 9,62 3573 0 0 0 0 0 0 0 0 13A-7, 5ocF 0M5 w 269 1,671 131 131 351 218 107 107 288 171) t--(. 2A-2ov0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 P, 12C Osw 0.091 2M 1A 0 0 0 0 0 0 0 0 L—D 11DO 0.3990 11,04 11.99 0 0 0 0 0 0 0 0 c 16CR-38ad 0.026 0,74 1,15 0 0 0 0 0 0 0 0 F 20P-19t 0,050 1,41 0,71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0,71 0 0 0 0 0 0 0 0 F 22A-tpl 0 989l 2799 0.00 210 29 812 0 91 12 322 0 6 m AED excusson 85 '10 Envelope loss ga ii 1943 993 610 169 12 a) Irnliltraton 517 164 205 65 W Room ventilation 0 0 13 ntomal gair, s, Occupants rp 230 1 i 13IJ Apphances other C) OO 0 Subtotal (lines 6 to 13) 2460 1987 815 234 Less external load 0 0 0 0 Less ransfer 0 0 0 01 Redt,s'lrbullon 0 0 U 0 14 Subtotal 2460 1987 815 234 15 Duct loads 3170 541% 765 1065 31%1 54 Y. 253 1951 at a] roam lead 3225 3053 069 5o A,,f(Iquired icIrW 171 139 161 Calc ial J 8th Ed. vi" 11"t 2018 Mav - 18 16 1 34 Right swt(""' Un,, vwsal 2018 IF 0 13 HSU2,1011 r a11[aRosaAGMS I o12351 up l"Xc MW Hrmse, faces; 1"QEL-A1R Right-JO Worksheell Entire House Job: Lot 235Tho rn brookeSant a Ro Date: 5/18/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY SANFORD. F1_ 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL --AIR COM I Room name F UU11try owd 2 Exposed wall 6,0 It 10.5 f! 3 Room height 9.3 it how,cool 9.3 It heat cool 4 Room dimensions 60 x 6.0 It 6.0 x 5.5 It 5 Roorn area 36.0 It' 33,0 IF Ty 1-1-valrie Or I ITM Area (IF) Load Area (W') Load BIMI IF T't or polin or permieter 0!) Otuh) C t ( EItuh,W) leler (it) IBIL)II) Heat cool Gross UPrS Heat cool Gross N, P, S I joatt Cool 6 Vd 12c-0sw 0,091 n 2.58 2.34 0 0 0 0 0 0 0 1 G 2A-2ov 0,340 n 9,62 12.44 0 0 0 0 0 0 0 0 213-2f, 0,340 it 9.62 12.44 0 0 0 0 0 0 vv 13A-7,5ocs 0.095 n 2.69 1,67 0 0 0 0 0 0 0 1 1 [ ---- G 2A 2omd 0580 n16.41 16,85 0 0 0 0 0 0 0 L-4_1 2A-2ov 0,340 n 9,62 12,44 0 0 0 0 0 cl 0 0112C-Osw 0,091 e 2.58 2,34 0 0 0 0 0 0 0 01t-G 2A-2ov 0,340 e 9.62 35,73 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0,095 e 2.69 67 ci 0 0 0 0 01 0 01L --- G 2A-2ov 0,340 e 962 315.73 0 0 0 0 0 0 t 0 0 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 w 13A-7 5ocs 0,095 s 2.69 1_67 0 0 0 0 47 47 125 78 13A-7,5ocs C5 sw 21,67 0 0 0 0 0 0 0 0 TMMDIIDO 0,390 sw 11.04 11.99 0 0 0 0 0 0 0 0 w 12C 0sw 0091 w 2.58 2,34 0 0 0 0 0 0 0 0 2A-2o' 0 3 10 w 9,62 35,73 0 0 0 0 0 0 0 0 2A-2962 35. 73 0 0 0 0 0 0 0 0 o ' 0 3-10, w 13A-7.5ocs 0. 095 w 2,69 1.67 56 56 151 93 51 421 2A-2ov 0.340w9.62 35.73 0 0 0 0 9 0 3 t-G 1188 325P, 12C-Osw 0091 258 1,44 0 0 0 0 0 0 0 0 L-D 11DO 0,390 it 11.04 11,99 0 0 0 0 0 01 0 O c 1 6c R -38ad 0.026 034 1.15 0 0 0 0 0 0 0 0 F 20 P - 19t 0. 050 1,41 0,71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpi 0989 27, 99 OM 36 6 168 0 33 11 294 0 6 c,) AED oXCUrs;on - 30 129 Envelope loss gain 318 63 6110 603 12 a, hild:rarcil 107 34 87 59 lb) Roam mi'lat,w 0 01 1 1 0 13 Intemal tians OCCLJPX':tS Art 230 01 01 1 0 Apphances other 6001 0 SLJbVZ1I ( Imes 6 to 13) 425 697 807 662 0 0 L-oss external load 00Loss (rws'er Redistribution O0 0 0 0 ill SUL) t0tol 425 697 81)( 7) 662 15 Duct loads 31 1% 54%. 1 132 374 31 54% <15 I 355 Total loof"IoFo 558 1071 1058 10 17 A., to(tmed (chm 30 49 56 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Ri(I hi Umve,sa 2018 18 0 1:r RSU24011 '018 Uiy 18 to 16 34 W1,Hos,iAGHS ,)t,235thwror , ) up M,18, Hlo,,w faces S Page 3 j"MEL-AIR Right-J@ Worksheet Entire House Job: Lot 235Thorn brookeSa ntaRo Date: 5/18118 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CUDISCO WAY SANFORD. FL 32771 Phone 407-333 2665 FIX 407-333-3853 Wet) WWW DE1, AM COM 1 Room name mstr we ms!r wc 2 Exposed wall 0 It 0 It 3 Room h&ght 9 3 It heat/cool 93 H heat;cool 4 Room dimensions 35 x 6,5 1', 5.5 x 10,0 it 5 Room area 228 It' 55 0 fl" I y Consllu(!,on U ie LoadirmArea (W,) Load Awa Girl utvfV) or IX)WIle'er ijt number Btul-, f 113wN or perlmetr flea( Cool Gross N P S Heat Cool Gross N, P S Heat cool 6 T 12G-0sw 0,091 n 2.58 2.34 0 0 0 0 0 0 0 2A-2ov 0.340 r i 9.62 12,44 0 0 0 0 0 0 0 0 2B-2fv 0,340 n 8.62 12.44 0 0 0 0 0 0 0 0 I 1A 7 1ccs 0M5 n 269 t67 0 0 0 0 0 0 0 0 2o, Ild 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 L----G 2A-2ov 0,340 n 9.62 12,44 0 0 0 0 01 0 0 0 E? W 12G-Osw 0.091 2.58 2,34 0 0 0 0 0 0 0 0 1--G 2A 2ov 0,340 o 9.62 35.73 0 0 0 0 0 0 0 0 w 13A 7.5ocs 0,095 e 269 1,67 0 0 0 0 01 0 0 0 L_G 2A-2ov 0340 E) 9.62 35,73 0 0 0 0 0 0 0 0 vv 12C Osw 0.091 S 2.58 2.34 0 0 0 0 0 0 0 0 L—C, -2A-2ov 0.3,U) s 9.62 12,61 0 0 0 0 0 0 0 0 T— w I 3A-7,5o,-s M95 s 2,69 1.67 0 0 0 0 0 0, 0 0 1,3A-7.5ocs 0,095 sw M9 1,67 0 0 0 0 0 01 0 0 - D 11DO 0,390 sw 11.04 11.99 0 0 0 0 0 0 0 0 W I 2C Osw 0,091 w 2,58 2,34 0 ci 0 0 0, 0 0 0 k--C, --2A-2ov 0,340 w 9,62 35,73 0 0 0 0 0 0 0 0 L-G 2A 2ov 0,340 w 962 35,73 0 0 0 0 0 0 0 1 13A-7,5ocs 0.095 w Z69 1.67L_G 2A - 2o 0 0 0 0 0 0 0 0 P0. 340 w 9,62 35.73 01 0 0 0 01 0 t 2C Osw Z 0.091 - 58 1,44 0 0 0 0 0 0 0 0 L— D 1DO 0390 n 11.04 11,99 0 0 0 0 0 0 0 0 c 0.026 0,74 1 .15 0 0 0 0 0 0 0 0 F 20P 19 0,050 1,41 0.71 0 0 0 0 0 0 0 0 F 20P- 1 9 0,050 1,41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 27.99 0,00 23 0 0 0 55 0 0 0 6 c) AED excursion 0 0 Envelope loss,'gam 0 0 0 0 12 a) Inhltration 0 0 0 0 br Room veI1,lal'on 0 (11 0 0 0 13 IwGwal laws Occupants 230 0 Apphalncos other 5 S ubtoml (litres 6 to 13) 0 5 0 5 Less external load 0 0 0 0 L, ess I ot 0 0 0 0 Rod: 110f 0 0 0 14 Subtotalxl[0 5 I 0 5 Duct loads 31xS 540 1 01 31 31 1% 1 5,1 1 L Total room ad 0 7 o Air required( 011) 0 ___ load o oo- Calculationsapproved by ACCA to m22e2eL2mil re uirements of Manual J 8th Ed. 2918 M - 1y 18 1616 34 CP 2018 Is 0 13 PS302,1011 1 4 czj", mj, Ho)[,Se',Ices Right Worksheet Job: L ot235T h o rn b ro o keSan ta Be,.. JO WATMO•AM UVft=(MMS Entire House Date: 5/181' 18 By: JA DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY. SANFORD, Fl, 32771 Phone 40/-333 2665 Fax 407 333 3853 Web WV` W DFI, Atli COM 1 Room name dining rm kitchenbe" 2 Exposed wall 10,0 it 18,6 It 3 Room height 9.3 it hoat"cool 9.3 ft heal/cool 4 Room dimensions 150 X 10,0 11 1,0 X 305,0 It 5 Room area 150 0 It" 305,0 ft2 Ty F nstruchon U HTM Area 0H Load Area dt') L oad i b e r B 1 1, , Jr, (Btuh (t,) of penme or (it; tBluh) or pemn;eter (W Flea! Cool Grass N1PIS ilea' CoolIeatCoolG7ssiNP 6 T 12C-0sw M91 11 2.58 2.34 0 0 0 0 0 0 0 2A-2ov 0,340 t i M2 12,44 0 0 0 0 0 0 0 0 26-2fv 0.340 1 , 9.62 12.44 0 0 0 0 0 0 0 0 vV 13A-7.5ocs 0,095 n 269 1 67 0 0 0 0 0 0 0 0 1 --G 2A 2omd 0 580 1 1 1 r, 41 1 685 (j 0 0 0 0 0 0 10 c-, 2A-2ov 0340 n 1 9.62 12,,14 ol 0 0 0 0 0 0 0 12C-Osw 0091 e 1 2.581 2.34 0 0 0 0 0 0 0 0t--C, 2A-2ov 0.340 e 1 9.621 35.73 0 0 0 0 0 0 0 0 Vv 13A-7,5ocs 0095 o 269 1.67 931 54 146 91 117 117 314 194 1---G 2A 2ov 0.340 o 9,62 35,73 39 0 374 1388 0 0 0 0 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0t—C, 2A-2ov 0,340 s 9,62 12,61 0 0 0 0 0 0 0 0 0 0 W 13A-T5ocs 0095 S 2.69 1.67 0 0 0 0 0 0 0 0 1 3A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 53 28 76 47t—D I IDO O.390 Sw 11.04 11,99 0 0 0 0 25 25 272 296 W 12C-osw 0,091 W 2,58 2,34 0 0 0 0 0 0 0 0 1---, 2A 20v 0340 w M2 35.73 0 0 0 0 0 0 0 0 L_Z, 2A -20 0,340 w 962 35,73 0 0 0 0 0 0 0 0 13A-7.5011's 0.095 w 2.69 1.67 0 0 0 0 5 5 13t--.G 2A-20v 0.340 w 9,62 35,73 0 0 0 0 0 0 0 P 2G-Osw 0091 2,58 1,44 0 0 0 0 231 208 536 3 (X) L—D 1DO 0,390 n 11,04 11,99 01 0 0 0 23 23 250 272 c 16CR-38ad 0.026 0.74 1,15 0 0 0 0 0 0 0 0 F 20 P - I 9t 0050 I Ill 0711 0 0 0 0 01t 99 0,00 50 0 0 0 0 0 00F20P- 9 0,050 1 41 0.711 _O F 22A-Ipl 0,989 27 0 100 2800 0 305 19 520 L t 6 c) AED excuisroi-, 125 1 OK) 6 Envelope loss,gain 800 1604 1980 10171 2 at 10,1tration 1781 56 332 1 % bt Room ventflation, 01 0 0 0 13 Internal gams, Occupants P 230 t 230 +0—o1— Appliancesiolher 0 1200 Subtotal (lines 6 to 13) 9118 1891 2312 2322 Less external load 0 0 Less oansfer 0 0 0 Rlstr bution 0 0 0 0 978 1891 2312 214Subtotal2320 15 Duct loads 3 V, ' 304 1014 31 % 5411, 7191 12451 To al room load 1282 2905 303 3568 Air Gulled (CfM) 68 1,33 16 163 Calculations approved by ACCA to meet all reqUirernents of Manual J 8th Ed, 2018, M,q 19, 16 16 4 HuH St i , (ysa I 215118 13 RrF SIUL'V)11 1111aRqsaAGPS L ol2351 1 o-w,, MJt, S, Paqe 5 i"""DEL-AIR Right-JO Worksheet Job: Lot 235Th o rn b roo keSa In t aRo Entire House Date: 5/18/18 By: J A DEL -AIR HEATING & AIR CONDITIONING 531 C00ISGO WAY SANFORD FL 32771 Phone 407 333 2665 Fax 407-333-3853 Web. VVWW DEL. -AIR COM IT _Room 1,11"a opon to below m 2 2 E x posed wall 32,0 ft 26,0 It 3 oorn he,qhl 9,0 It 1,01", Cool 9,0 It heat cool I, Room cLrneas,ons 15.0 x ITO It 150 x 11.0 ft 5 Room area 255 0 1!" 165 0 11,, 1 Ty Consitricwn U va'kj Or M Area 0 F) Load Area 01 I-oad number 6 t L111 lt,eflD- F3 l (lul,ftl; or perimeter (II) (Bluh) or perimeter (It) (Btuh) Heat Cool Gross N,'PiS Hoot Cool Gross N,/P/S Heat Cool 6 \ L12C Osw 0,091 n 2.58 2,34 135 95 245 223 135 105 270 246 2A- 2ov 0,340 n 9,62 12.44 0 0 0 0 30 0 289 373 2B- 2fv 0,340 n 9.62 12.44 40 0 3&5 497 0 0 0 0 Vv 13A-7 5cx:s 0095 n 2,69 1,67 0 0 0 0 0 01 0 0 it 11k--G 2A-2omd 0580 16,41 16.85 0 0 0 01 0 0 0 0 2A- 2ov 0.340 n 962 12"441 0 0 0 0 0 0 0 0 0sw M91 e 2. 58 153 394 359 0 0 0 0 5312C3411--C, 2A - 2ov 0.340 E, 9.62 35.731 0 0 0 0 0 0 0 0 W 13A T5ocs 0,095 e 2,69 1.671 0 0 0 0 0 0 0 0 L----(, 2A-2ov 0,340 a, 9.62 35,73 0 0 0 0 0 0 01 0 12C- Osw 0.091 s 2.58 2,34 0 0 0 0 0 0 0 T__G 2A -2o 0-340 s 9.62 12,61 0 0 0 0 0 0 0 6 W I 3A 7,5ocs 0,095 S 2.69 1.67 0 0 0 0 0 0 0 0 W 13A-7,5ocs 0.095 sw 2.69 1,67 0 0 0 0 0 0 0 0 L-- D 11DO 0.390 sw 1 t .04 11.99 0 01 0 0 0 0 0 0 vv 12C Osw 0091 w 2.58 2,34 0 0 0 0 99 99 255 232 o 2A2v 0340 w 962 35,73 0 0 0 0 0 0 0 0 G 2A 2ov 0 340 w 9,62 35,73 0 0 0 0 0, 0 0 0 W 13A 7.5ocs 2 .17 0 0 0 0 0 0 0 0 A-o 0091 1 0 0 0 0 01 0 0 L-- G 2 0.3 '6 92 3L 73 vw 0 04z, W, 258 1,44 0 0 0 0 0 0 0 0 2C0 ' I PL—D I DO c 0, 390 n 11,04 111,99 0 0 0 0 0 0 0 0 C 16CR 38ad OM6 0.74 '15 255 255 188 293 '161, 165 121 190 F 20P_i9t 0050 1.41 031 0 0 0 0 0 0 0 0 F 20P 9t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A !pI 0,989 27,99 0,001 0 0 0 Ol 0 0 0 0 6 c) AED excuns,rar 64 19 Ervelops loss ga,n 1211 1308 935 992 7 5/ 4121) nf Itraj 50 sn517414 1,121 lb) Room enmdx,on 0 0 0 ol 13 Internal gains, ompants Q-') 230 O —0-0— Appliances/other 0 0 Subtotal (lives 6 to 13) 1761 1483 1382 1134 Less external load 0 0 1 0 0 Less transfer 0 0 i 01 0 Redistdbul,Or, 0 i 4 SLjbict al 176) 0 E 1483 1 1382 1130 D.jct loads 43 1 67 491 999 431. 67", 1 5881 7CA I I Total room load 2510 2,181 1 19,10 1898 A required t(AM) 1;3 3 L_ 113 104 87 Calculations a oved b ACCA to meet all re uirements of Manual J 8th Ed. 2C 18 May 18 16 16 34 an! cited Jr-;,ersal 2018 18 0 13 RSU24011 No', 6 S r, t) a o,aA6;3, , ot23,,: C, c , MJ8 Hove, aucs S j?"', Iight-JO irk sheet Job: Lot 235Th orn b roo keSa nta Re a.' DEL-AR RW Entire House Date: 5/18/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCOWAYSANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM FIT —Room n_mc —2— bth 3 2 Exposed wall 8,0 It 12,0 It 3 Floom height M P hoat cool 90 it heat cool 4 Room dmnei'or"S 60 x 80 it &0 x 12,0 it 5 Room urea 48,0 1, 72,0 IF Ty co strucl'cin U - kieArea ; f") Load Area (ft') Load number B ft2_11 B ,l T M, t L j VI r'," F) CrOr Jill or perimeter (t 1) (Bhjll) or perimeter 00 (Blull) test C" 001 Gross N P,S 1 leat cool Gross N, P,; S Heat Cool 6 12C- Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 it 9.62 12.44 0 0 0 0 0 0 0 0 2B-2[ v 9 62 12.44 0.340n00 0 0 0 0 0 0 13A 7, 5ocs 0,095 n 2,69 1,67 0 0 0 0 0 0 0 0 1 o 2A 2md0,580, n 1641 16,85 0 0 0 0 0 0 0 0 L—G 2A 2() 0,340 n 943 12,44 01 0 0 0 0 0 0 0 1 W12C- Osw 0.091 , 2.34 0 0 0 0 0 0 0 0 1--C, 2A-20V U40 e 9,62 35.73 0 0 0 0 0 0 0 0 sw 13A T5ocs 0,095 e 2,69 1.67 0 0 0 0 0 0 0 0 G' L_ 2A-2,)v 0,340 e9, 62 31,73 0 0 0 0 0 0 0 0 W 12C- Osw 0,091 s 2.58 2.34 0 0 0 0 0 0 0 01 L-432A -2ov 0,340 s 9,62 12,61 0 0 0 0 0 0 0 0 W 13A 7 5ocs 0,095 s 2.69 1.67 0 0 0 0 0 0 0 0 W 13A- 7.5ocs 0.095 sw 2.69 1 0 0 0 1:917 0 0 0 0 01 o 11DO0.390 s w 11-04 11.99 0 0 0 0 0 0 0 0 W 12C Osw 0,091 W 2,58 2 34 72 66 170 155 108 108 278 253 k --G 2 0 0 0 0 i - A200,340 w 962 35.73 6 0 58 214 L---C', 2A-20V 0,340 w 962 35,73 0 0 or or 0 0 0 0 13A-7. 5ocs 0.095 w 2,69 1.67 0 0 T___602A- 20v 0,340 w 9,62' 35,73 0 0 0 0 0 0 0 0 P,L— 12C Osw 0,091 - 2,58 1,44 0 0 01 00 (0) 00 00 00 D 11DO 0.390 n 11,04 11,9 0 0 0 0 0 0 CR 0. 026 0,74 1.19 48 051 505 72 c 16 -38ad 5 48 3 72 53 83 F 20P- 19t 0.050 1.41 0,71 0 0 0 0 0 0 0 0 F 22A I pl 0 F 20P 9t O 050 1,41 031 0 0 0,9111 27,99 0,00 0 0 0 0, 0 11 0 0 6 11 AED excurs,or, 81 17 EnveloIix) loss, gam 263 505 1 331 319 12 a) InflIllatcr, 137 44 206 65 1 b) Room ventilaror, 0 of 13 ntcr,: al nays occupallis @ 230 01 1 o 0 i 01 Appliances other 0 1 0 Subtotal (Imes 6 to 13) 401 548 1 537 :385 41 Lossexternalload0000Lessrt"" Slor 0 0 0 0 Redistribution 0 0 0 0 14 S 11')lolzil '10 1 548 15 Duc! loads 43"/.l 6 P4, 170 369 431 679"', 22131 259 1 T01,lam loadF) 7 1 736 918 ............ (i1'1 A,i req,jrod (clm, 3 42 29if Calculations aMr'oved by ACCA to meet all real-lirements of Manual J 8th Ed 2f) 18 1 S I l> 1634 Unve-,al 20! 8' 18 C 13 'RSU24011 ACCK '7 HS "" a c % IJ8 rlm'F, 4a es S ab l;_"'DEL-AIR Right-M Worksheet Job: Lot235Thorn brookeSant a Ro K ATRM, AM WKWPOHMS Entire House Date: 5,18/18 By: JA DEL -AIR HEATING & AIR CONDT7IONNG531CODISCOWAYSANFORD, FL 32771 Phone. I0333-2IFax 407-333 3853 V,1eh WWW DEL AIR COM 1T Room nI,,no rim 4 im 3 ,vie 21 Exposed wall 33.0 It 4,0 (1 31 Room ho,, hl 9.0 it hea! cool 9 0 It heat Cool 4 Room dimens ons 1,0 x 161 8 It 4,0 x 5.0 It 5 Room area 161.8 W MO ft-' Ty Construction ton UW -value Or HTMArea () Load Area (I F) Load number (BtuIrfI1-'F) ( B I t i I ii f t') or perimeter (ll) (MU111 or perimeter t1l) (Btuh) Floor Cool Gross N/P,'S Heal Cool Gross NIT/S Heat Cool 6 VL12C-osw 0.091 n 2.58 2,34 0 0 0 0 0 0 0 0 G 2A-2ov 0,340 n 9.62 12A4 0 0 0 0 0 0 0 0 2B-2fv 0. 340 n 962 12,44 0 0 0 0 0 0 0 0 vv 13A 7, 5ocs 0,095 n 269 1.67 0 0 0 0 0 0 0 0 1 G 2A- 2orrid 0,5801 n 16AI 16.85 0 0 0 0 0 0 0 0 2A 2ov 0, 3401 ri 962 12A41 0 0 0 0 O 3401e 9, 62 35 73 0 4 y 12C 0SW 0.0911 e 2.58 Z34 633 63 162 148 0 0 0 - -G 2A-2ov 0 0 0 0 0 0 0 w 13A-7,Socs 0 09511,6 7 0 0 0 0 0 L---G 2A-2ov 0,3401 e 9,12 3-1, 73 00 0 0 0 0 1 001 00 12C-Osw 0.091 S 2,58 2.34 126 Ill 286 260 36 36 93 84 t—G 2A-2ov0,340 a 9.62 12,61 15 13 144 189 0 0 0 0 w 13A-7 5ocs 0,095 S 2,69 1,67 0 0 0 0 0 0 0 13A-7.50cs 0, 095 Sw 2,69 1,67 0 0 0 0 0 0 0 0 t—D 11DO 0,390 sw 11.04 11.99 0 0 0 0 0 0 0 0 W 12C-Osw 0, 091 w 2,58 234 108 93 240 218 0 0 0 0 C, 2A-2ov 0, 340 w 9.62 35.73 0 0 006 0 0 0 0 0 0 0 L---C, 2A- 2ov 0,340w9,62 3573 15 0 144 530 w 13A-7.5ocs 0.095 w Z 69 1 1.67 0 0 0 0 00 0 01 L-6 2A-?ov 0-340 w9.62 35,73 0 0 0 0 0 0 0 0 R 12C-Osw 0,091 2,58 44 0 0 0 0 0 0 0 0 D 11DO 0,390 ri 11,04 11 99 0 0 0 0 0 0 0 01 c 16CR-38ad 0,026 0.7411a16216211918620201523F20P19t00501,41 0,71 78 78 110 55 0 0 0 F 22A-Ipl OM9 27,99 om 0 0 0 0 0 0 0 00 F 20P-191 0.050 1,410,71 29 29 41 21 9 9 13 7 6 c) AED excursion 113 6 Envelope loss/gain 1246 1726T 120 108 12 a) hildiration 567 1801 b) Room ventilation 0 0 0 0 13 Intemal game occupants OP 230 0 0 0 0 Appliances/other 0 0 SUbmal firnes 6 to13) 1813 1905 189 130 Less external load 0 0 F—o- 0 transfer_ Loss ansfe? 0 0 0 Redistribution 000 0 14 Subtor l 1813 905 189 130, 15 Duct loads 43% 67',, 771 283 43%j 67,, so 881 Tolal room load 25851 3189 269 218 Air ferl,i,re-d tcfflli 1371 146 Calculations approved by ACCA to meet all requireffients of Manual J 8th Ed. 20 18 may 18 1 G I(; 34 4;Z,N 2018 18 '0 13 RSLI2,1011 Page 8 ant aHosaA"RS iA235 I CXc MJ8 linuse tares S Job: L o t 235T h o rn b to o keSa n t a R oTZMEL-AIR Right-JO Worksheet Entire House Date: 5/ 18/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. F1 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM 1 Room riarne, ,n 3 !Olt 2 Exposed wall 24.0 It 10,5 11 3 Room height 9-0 it heat/cool 9.0 It heat/cool 4 Room dimensions 12.0 x 12.0 It 15.0 x 10,5 It 5 Room area 144.0 W 157,5 R2 Ty Construction U-value Or HTM Area (It') Load Area (It') Load number (t3tuh/fL-T) B t uh/ft2) or perimeter (It) (l3tuh) or p(arTierer (it) (13(uh) Heat Cool Gross N/P/S Heat Cool Gross NUP/S Heat cool 6 w 12C-Osw 0.091 n 2-58 2.34 0 0 0 0 0 0 0 0 2A-2ov O340 n 9.62 12,44 0 0 0 0 0 0 0 2B-2tv 0.340 n 9.6202 12.44 0 0 0 0 0 0 0 0 W 13A 7,5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 1 k---C, 2A-2omd 0.580 n 1& 41 16-85 0 0 0, 0 0. 0 0 0 L--G 2A 2ov 0.340 n 1 12 44 0 0 0 0 0 0 0 0 0.091 , 2 12 10W12COs,,v 58 Z34 8 93 240 218 95 65 166 151 L-,-, 2A-2.v 0.340 e 9.62 35.73 15 0 144 5361 30 0 289 1 072 w 13A-7.5ocs 0.095 e, 2.69 1.67 0 0 0 0 0 0I 0 0 L--G 2A-2ov 0.340 e 9.62 35,73 0 0 0 0 0 0 0 0 112G-Osw 0.091 s Z58 2.34 108 93 240 218 0 0 0 01 G2A-2ov 0-340 s 9.62 12.61 15 13 144 189 0 0 0 0 w 13A-7,5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 13A- 7.5ocs 0.095 sw 2.69 1.67 1) 0 0 0 0 0 0 01 1DO0.390 sw 11.04 11.99 0 0 0 0 0 0 0 0 W 12C-O,,w 0,091 w 2.58 2,34 0 0 0 0 0 0 0 0 2A- 2av 0,340 w 9.62 35,73 0 0 0 0 0 0 0 0 2A 2ov 0,340 w 9.62 35.73 0 0 0 0 0 0 0 0 UU 13A-7.5ocs 0,095 w 2.69 1.67 0 0 0 0 0 0 0 0 t-- G 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 P, 12C-Osw 0,091 2.58 L44 0 0 0 0 0 0 0 0 L- D 1ID0 0.390 n 11.04 I1 99 0 0 0 0 0 01 0 01 c16CR-38ad 0.026 0,74 1.15 144 144 106 166, .158, 158 116 181 F 20P 19i 0,050 1,41 0.71 0 0 0 00002 0 0 0 0 F 22A-tpl 0.989 2T99 0.00 0 0 0 0 0 0 0 0 F 20P-19i O 050 1.41 O 71 3 3 4 6 c) A ED excursion on 60 93 Envelope loss/gan 878 1269 571 1497 ation 412 1 -3 12 a) InHtr, 112 131' 180 57 b) Room vcw;1aLw 01 01 0 gains: Internal gas. Occupants @ 230101 0_-+-01 Applhances/other 01 1 01 Subtotal (lines 6 to 13) 1291 1400F 751 1554 Less external load 0 01 1 1 0 Less [transfer 0 0 0 01 Redistribution 0 0 0 014Subtotal12911400751 15541 Duct loads 43l 67%1 549 943 43%1 67%1 319 10471 Total morn load 1839 2342 1071 2601 An required (cfrn) 98107 57 119 Calculations aDDroved by ACCA to meet all reauirennents of Manual J 8th Ed 2018 M;iy 18 16 16 34 R,ght Unival 2018 18 0 13 RSU24011 Pane, 11 ant rf n,aAGRS t 02351 rup Calc = MJ8 House faces S Ifight-JO orksheet Job: Lot 235Th o rn brookeSa ntaRo... DEL -AR RW CAT M - Ara www4MING Entire House Date: 5/ 18/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 931 GODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407 333-3853 We[) VVWW DILL AIR COM 1 Room name stain, 2 Exposed wall 3,5 It 3 Room height 9,0 It heat/cool 4 Room dimensions 1'0 x 253,5 It 5 Room area 253.5 ft' Ty Construction U-value Or HTM Area (it") Load Area Load number (Btuh/ W 'F) (Bluiriff') or perimeter (II) (ML111) or perimeter Heat cool Gross N/P,S Heat Cool Gloss N/P/S Heat Cool 6 V j12C-Osw 0, 091 n 2.58 2.34 0 0 0 0 2A-2ov 0.340 n 9.62 12,44 0 0 0 0 213 21v 0,340 n 9.62 12.44 0 0 0 0 W 13A- 7.5ocs, 0.095 n 2.69 1.67 0 0 0 0 11 -G 2A-2ornd 0580 n 1&41 16.85 0 0 0 0 L ------ G 2A- 2ov 0.340 n 9.62 12,44 0 0 0 0 W 12C.Osw 0-091 e 2,58 2.34 0 0 0 0 L-G, 2A- 2ov 0.340 e 9.62 35.73 0 0 0 0, W 13A-7, 5ocs 0.0j p 2.69 1.67 L--G 2A- 2ov 0.3401 e 9.62 35,73 001 00 0 00 W 12C-Osw 0.091 s 2_58 2.34 0 0 0 0 L---G 2A- 2ov 0.340 s 9- 62 12,61 0 0 0 0 W 13A 7. 5ocs 0,095 a 2.69 1,67 0 0 0 0 3A-T5ocs 0, 095 sw 2.69 1.67 0 0 0 0 T-D '11DO0,390 sw 11.04 11.99 0 0 0 0 W 12C-0sw 0.091 w 2,58 2,34 32 32 81 74 2A-20 v 0.340 w 9,62 35.73 0 0 0 0 2A-2as 0. 340 w 9,62 35.73 01 0 0 0 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 t--G 2A-20v 0,340 w 9.62 35.73 0 0 01 01 11: 12C-0sw 10 0POMI2 58 ,44 00L-D 11DO O390 n I I 04 11,99 0 07 01 01 c 16CR-38ad 0.026 0,74 1,15 254 2541 18 292 F 201`19 0.050 1.41 0. 71 0 0 0 0 F 20P- 1 9 0.050 1,41 0.71 0 0 0 0 F 22A-tpl 0M9 27 99 0.00 0 1 0 0 6 c) AED excursion -16 Envelope. loss/gain 268 350 12 a) Inliltration 60 19 b) Room verilclation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/oher 0 Subtotal (lines 6 to 13) 328 369 Less external load 0 01 1 Less transfer 0 O Redrsiribu0tion 0 14 Sublolal 328 369 15 Duct loads 43% 67% 139 248 Total room load 467 617 Air required (cfrn) 25 28 Calculations apUroved by ACCA to meet all reqUirements of Manual J 8th Ed. 2018 May 18 16 16 34 Right `wile O Umversal 2018 18 0 13 RSU24011 Page 10 anh-MosaAGHS t,o1235T rup Cole = MJ8 lioiise faces S Duct System Summary For: TAYLOHMDRR|3ON 592 Rod Rose Lane Sanford, FL32771 moamQ External static pressure O 30 in H2O Pressure losses 0.08 in 1-120 Available static pressure 024 in H20 Supply / return available pressure 0120/0,120 in H20 Lowest friction rate 0]62 in/1OOh Actual air flow 1400 dm J^»: LntcosTxom^moxeamtit Date: snnna By: xx Cooling 0, 30 in H20 0. 06 in H2O 0. 24 in H20 0. 120/ U20 in H2O 0162 in/100\ Name Btuh) cf rn) (cfrn) FR in) (in) Matl Ln (ft) Ln (ft) Trunk c 61 7t 25t 28 O309 6.0 Ox 0 VIFx 7.6 70.0 wrightsoft, 20,16 May 'nmm35, nwmJ"° o,o";znm/ov/'xsumn, piq°` Trunk Htg Clg Design Veloc Dram 1-1 x W Duct Name Type cfm) (cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 257 205 0.185 472 10.0 0 x 0 VinIFIX st2 Peak AVF 302 349 0.212 639 10.0 0 x 0 VinIFIX st4 Peak AVF 257 205 0.185 472 10.0 0 x 0 VinIFIX st1 st3 Peak AVF 504 514 0.162 655 12.0 0 x 0 VinIFIX Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct j Name Size (in) (cfm) (cfm) (ft) FR (fpru) (in) (in) Opening (in) Mall Trunk rb1 Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx vvriqhtsos f L01€3-May 18 16.16.35 Phuhl a dt Uri a- a1 2018 18 0.13 H 'U2,101t fl qe 2 C,a;c = r038 House{ass: S TA6LE 402.4.1.1 A11LBARRIER AND INSULATION INSPECTI*N COIMPOVEM C-i 1 Project plarne. I.-ot235TIiornbrookeSatit,-,iRosaAGRS Builder Name: TAYLOR MORRISON Street 592 Red Rose Lane Permit Office City, State, Zip: Sanford , FL , 32771 Permit Number Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The Insulation in any dropped cefling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed.. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows. skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated, Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor dec.king, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts. penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be Cut to fit or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces Recessed lighting Recessed light fixtures Installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be Insulated. Electrical/phone box at The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be cooled, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manUfaCtUreir. 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 ICC-400 5/1BI/2018 4 17 PM UnergyGaugeo) USA - FlaRes20 17 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 V1 caruiycaru• M11T TIMM=, Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: Cl This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pageslinay be greater). 0 Energy Performance Level (EPL) Display Card (one page) El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 11 Mandatory Requirements (five pages) 323MENEMMUMM 11 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) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/18/2018 4 1 T40 PM Page OSRCSB v6,0 page 1 of I FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY COD FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method I Project Name: Lat235ThornbrookeSantaRosaAGRS Builder Name. TAYLOR MORRISON Street 592 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number Resign Location FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 scLfL Cond. Volume: 19670 cu ft. 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 Cfnn 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 systern- R402.4.1.2 Testing. The building at, dwelling unit -,hall be tested and verified as having an air leakage rate of not exceeding 7 air changes per floor 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(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to file code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstupping or other infiltration control measures: 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3 Interior doors, if installed at the time of the test, shall be open, 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 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 R402.4. 12. RKRUMN1111INT4 zlfllmqll# MITIM Testing shall be conducted by either individuals as defined in Section 551993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.1 05(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. ra J11E SJ' 7,- X A 5/ 18,2018 4 28 PM liltEnergy&iuge, USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 r r ADDRESS. 592 Red Rose Lane Permit Number. Sanford , FL , 32771 r. wraiK407 f 0010 [41KI 1 in R401.3 Energy Performance Level (EPL) display card (Nlandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresoid residential buildings- The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5, R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402,4.1.1 and R402.41.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4,11 tnstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1_1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSIfRESNETIICC 380 and reported at a pressure of 0.2 inch w.g (50 pascals)- Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489-105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code Official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2- Dampers including exhaust, intake, makeup air, backdraft and flUe dampers shall be closed, but not sealed beyond intended infiltration control measures. 3- Interior doors, if installed at the time of the test, shall be open 4_ Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5- 1 seating and cooling systems, if installed at the time of the test, shall be turned off- 6 Supply and return registers, if installed at the time of the test, shall be fully open- R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, o nd outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace- Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagd(Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 (-,fill per square foot (1.5 L}s/m2), and swinging doors no more than 0-5 cfm per square foot (2_6 L{s r,2). when tested according to NFRC 400 or AAMA/ WDMAfCSA 10131_S-2fA440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5"18,'2018 -1 17 PM EnergyGauge ' USA - FlaRes201 I FBC, 6th Edition 0) 1 7) Comp(i) Page 1 of 5 R402A.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. 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2- Fireplaces and stoves complying with Section R402A2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an au' leakage rate not more than 2.0 cfm (0.944 Lfs) 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. NEWUMUMM R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). pleat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C4032-9.2 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 ANSURESNETIICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or b). Florida Statutes, to be "substantially leak free' in accordance with Section R403.3 3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's all handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0-1 inch w.g. (25 Pa} across the entire system, including the manufacturer's air handler enclosure- Registers shall be taped or otherwise sealed during the test. Exceptions: 1 _ A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2 Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory), Mechanical system piping capable of carrying fluids above 105°F (41"C) or below 55`F (13°C) shall be insulated to a minimum of R 3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted- R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1 Heat trace temperature maintenance systems shall be in accordance with Section R403-5-12- Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible- R403.5,1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systerns shall be prohibited, Controlsfor circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water R403,5.1,2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or Lit- 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 5/18,2018 4 17 PM Energy Gauge; USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank_ R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140`F (38°C to 60`C:). R403.5.6.1,2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403,5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C4042 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.62.1- R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system- The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1 Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2- Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.'1, The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications Noventilation or air-conditioning system make-up air shall be provided to conditioned space from attics crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas Ifventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air Is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise- R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor unlls (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1, This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems- New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMU(b CFM) CFM(WATT) CFM) Range hoods Any 2.8 cfmfwatt Any In line tan Any 2.8 cfmfwatt Any Bathroom, utility room 10 1.4 cfmfwatt 90 Bathroom, utility room 90 2.8 cfmfwatt Any For SI 1 elm = 28 3 Llmin a. When tested in accordance with HVI Standard 916 5r18/2018 4 17 PM Ene`gyGnugev, USA - FlaRces2017 - FBC 6th Edition (2017) Compha Pace 3 of 5 134033A.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines, The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating test value and shall not be used for equipment sizing Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design Value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb lernperatures shall be for the indoor dry bulb and relative hurnidity used for the load calculation and shall be adjusted for return side gains if the return duct(S) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling Capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2 When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units. the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1,2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403,7 1, 1. and the beat 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 kVV of the design requirements calculated according to the procedure selected in Section R403,7, 1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7,1, R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. variable capacity system sized for optimum performance during base load periods is utilized. R403,8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the ECC—Commercial Provisions in lieu of Section R403 R403.9 Snow melt and ice system controls (Mandatory) Snow- andice-melting systems, supplied through energy service to the building, shall include automatic controls capable of shrilling off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C), R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403. 10 1 through R403 10 5 R403,10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on off switch that is an integral part of the heater mounted on the exterior of the boater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater, Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403,10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors, Heaters and nUrup motors that have built-in time switches shall be in compliance with this section. Exceptions: 1 Where public, health standards require 24-hour pump operation 2 Pumps that operate solar- and waste -heat -recovery pool heating systems. 3 Where pumps are powered exclusively from on site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce beat loss - Exception: Where more than 70 percent of the energy for heating, computed over an operation season. is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant ;neaps shall not be required. R403,10A Gas- and oil -fired pool and spa heaters. All gas and oil -fired pool and spa heaters shall have a alinirnUrn thermal efficiency of 82 percent for heaters manufactured on or after April 16 2013, when tested in accordance with ANSI Z 21.56 Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights 5/18!2018 4 17 PM EnergyGaugeYl USA RaRes201 7 - FBC 6th Edition (20 17) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.1 1 Portable spas (Manclatofte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14, cJ r aWreff"WWWORNEM R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/18/2018 4 17 PM EnergyGaLJge@ USA RaRes2017 - FBC 6th Edition (2017) Cornplia Page 5 of 5 WINC E— wlS l t, r A •, -^ 7 z ( rsi a Unr vi wz)v i NI ` -- IJ- a an, LANAI mmu e— g -. ru f .•moo^w! 8Et3ROOM2ol OWNER'S SUUT i A 9 GATHER.NG ROOM 5 IZ 12 u o-a: oc r ". v a K 4a 9 darn _ 5 - v DINING ROOM 10 O — r _Rb jj t2 5 " t"a fur 3ECROCV, ? gam o RCN / - uR fl 2 CAR CARAGE 0 0 x TA $ LOR e ORRISON HOMES TFit: RNBROOKE S.F. LOT 2 5 HOUSE TYPE: SANTA ROSA W SHOWERS 11-0 TUBS a GARAGE SINK 2ND LAV BATH 3 f 7 2ND FLOOR BAIT] 2 s' AAV T3 co 3" MIAS E STACK F ow, 2NJ3 r--L R `. ', DESCRIPTION AS FURNISHED: Lot 235, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO Ok to construct single family home with setbacks and impervious area s h o w n o n plan, Sa- At Mox,;,' - W q 7 Taylor Morrison of Florida, Inc. IOWA AVENUE RIW VARIES) N 89'58'00 " E 40,00' TILANDSCAPE & WALL, FENCE 2 26,80' N 34.80' 16, 0' LANAI A/C 5.00' 5.00 30. 0' LOT 935 Q) k Q) PROPOSED RESIDENCE LOT 234 Z\) SANTA ROSA — A GARAGE RIGHT 5 Oi ENTRY 8.7' ITcv L 21.3' 5.00 DRIVE 25.20 25.20 0' UTIL ESMr. is 62, 25_ P.C. WALK DO B N 89*58'00 " E 40, 00' REID - LAIVE 50' UTILITY & ACCESS RIW) TRACT I LOT 2,36 LOT - 4800 SU.r LIVING = 1:15 7 SO F" GARAGE = 451 so, F7 ENTRY - 74 S Q, f-T LANAI = 128 SOFT. BREEZEWAY - N/A SO f -1 DRIVEWAY = 403 Soi-l A/ C PAD = 9 SQ.FE WALKWAY = 75 SU F-1, IMPERVIOUS = 47,9 1 2, 297 SOJ7, Soo = 2,503 SQ.FF. lFQOR/ W 440 SQ. FT, e 9PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 112 50, FT,SIDEWALK PER DRAINAGE PLANS PLOT PLAN ONLY 200 SQ. FT' tiT PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) Soo = 128 SQ, F_'L T07gL- A-pUe-,--- — LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 23. 1' REAR = 15' SIDE = 5.0' PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN SZrff kR_EA _,240 . I DRIVEWAY - 515 SQ,FT SIDE CORNER 10' ANV/OR 1AISTRUCTIONS PER Ii LD SInE' yyAl W = 975 SQ. PROPOSEO GRADE PER CONSTRUCTION PLAN k140 VE _C [WT N6 6 SO CRUSE WMEYER -SCOTT ASSOC., INC. - LAXI) SURVEY7017S LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3252 FAX (407)-658-14,36 P PLAT P CIL, POINT ON LINE NOTES: F = FIELD TW m TYPICAL P RON PIPE PITC POINT OF REVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY IF T THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Or S. R.IRON ROD P.C.C.PIT "T or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA AOMWISM77VE CODE PURSUANT TO SEC77ON 472.027, FLORIDA STATUES CD CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED MM SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. MIS SURVEY MAPOR COPIES ARE NOT VALID, SET 1, N.R.NON- I/C' IN, /#LB 4596 RAIUAL 3, THIS SURVEY WAS PREPARED FROM 77TLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY W. OTHER RESTRICTIONS R. O.B.ICRECOVERED WP WITNESS PONT POINT BEGINNING CALC, CALCULATED OFOR EASFXTNTS THAT AFFECT THIS PROPERTY. BEENLOCATED 'S OTHERWISE SHOWN. 4, No UNDEPOR(DIND IMPROVEMENTS HAVE 8, UNLESS THERW E PC POINT PA M, • PERMANENT REFERENCE MONUMENT OCITCROFOCER- MENCEMENT F.F.FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY',N& D NAIL t DISK B.S.L. BUILDING SETBACK LINE 6, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNE& R /' A RIGHT -OF - WAY B.H.BE NCHMARK 7. OCARINCS, ARE &ISED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING ODD) SMT EASEMENT B.B.BASE BEARING 8, Etf:VAnCNS, V SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED, DRAIN DRAINAGE UTIL UTILITY 9, CERTIFICATE OF AUTHORIZATION No, 4596. C I, 'C CHAIN LINK FENCE WDI WOOD FENCE CONCRETE BLOCK SCALE. P-— 1' 20 ------"--I DRAWN aY: c/P`C POINT 0 CURVATURE P. T. POINT OF TANGENCY CERTIFIED j,: DATE ER NP, DESCRIPTION RADIUSPLOT L ARC L ' NGTH PLAN 05-16-2018 158-18 D DELTA CCHORD F.B. CHORD BEARING NORTH THIS BUILOW01PROPERTY DOES NOT LJE WITHIN C"' - R 714 THE ESTAOLLSHED100YEARFLOODPLANEASPER "FIRM' ED ZONE MAP j 12117C 0055 F 11t. I Cl,R STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: 30SEPH STRADA 3400 St Jonns Pkwy SA.NFORC. F,. S T R A D NEC 2011IFBC 107 877 906 1113 ELECTRIC A SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL. SANTA ROSA BUILDEP,3 TAYLDft Mf7P'PISON SUBDiVISON VOLT/AMPS TON QTY KW misc LARGEST LOAD: HEAT PUMPS V1/SUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heat Str ps on together .a,100v /, Square feet living area 2138j 3 voltlamps ( 6414 3.5 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 10 KW SETUP 0 Range 1 8000 3.563333 AC EP1 35.5 12 2.958333 Oven 0 Cocktop 0 Microwave 1 1100 TON OTY KW Dryer 1 5000 1.5 2990 5000 3250 0 Disposal 1 500 2 4032 5000 3250 0 Pool 0 2.5 5040 5000 3250 0 TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER C 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A.! SIZE RECOMMENDED 150 SERVICE SIZE: 240VOLTS= 119 MINIMUM PER LiVEC 3 5280 3.5 1 6168 4 6888 33414 5 8160 KW SETUP 5000 3250 5000 3250 941 5000 3250 5000 3250 POOL PREV41RES QTY _..._ AMPS _ 301 2401 0 601 240 0 1001 2401 0' I Note T`v toad Colo is base on the iniorrnation prov d_d by the budder, The recommenced service size will be installed leaving sufficient usage for future homeowner, 941 a I I TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 30'-0" I I i I NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC, 877-293-9487 Tota! Truss Quantity = 165, THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES, ENGINEERED TRUSS DRAUANGS AND SHINGLE ROOF s F"- HEEL-4-3/1 ` 0 CU SUBROOR 12 r3/4m TRUSS =BA0LU4- FOR PL I REFER TO PACK FOR CONNECTION. O CJ3 'Z` t 2 _0. TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART AL= HTU 26 <SIt1p 0 ) I t = THA 422 < S I NIPSON) A= HUS46 (SIMPSON) J L = HUS26-2< S I MPSON) J L = HGUS26-2< S I MPSLON) m " to b. 1' 2) b 3) /$s 24' O.C. 4)P T X 4e O.W A a 15' QG m d m 9 20 x ro to my ROOF LOADING SCHEDULE TOLL = 20 PSF TCDL 17 PSF BCLL = . PSF KCAL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 % WIND SPD/TYPE-- 150 KNCLOSKD BLDG EXPOSURE = C USAGE CAT H VAPID IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FRO 2017 TPI 2014 j aaaf +.x 7-10 sn a%&1,aon..I Wd psf,x,n rFr;a-,vm¢ mswn, ci d,d I., FLOOR LOADING SCHEDUL TOLL = 40 PSF TOOL = 10 PSF BCDL = 5 PSF TOTAL 55 PSF ALL = 0NENRGINEStING. AND W 20'-3 j4W« L DATE a,m _ ., a CARPENTER CONTRACTORS OF AMERICA 3900 AYE a KW. MINTER HAVEN FLORIDA 33880 959-9806 FAX, <863) 294-2488 BUILDER TAYLOR MOR.WN PRO.ECT THORNBROOK MODEL 2138 OCA PROJ/MODEL/ALT 9A8/9A7/213 /213TA,B/213SE 2 ALT DESG678' COVERED LANAI OTC : LOT 235 BL DESIGNER DPAaEJRHDATE104if LANLE 330090RN' Sa/Se1 nat ccn4e.ma L, Ail 5 11' 111 14,i I Nil 111`11 ii Model/Building: 213 A/213 B/213T/213TB/2135 tAlt: 02/ t: 235 I c is Address: cp JobNumber-. N330090 Revision Date: New Loa":' R/01 CARPENTER CONTRACTORS OF AMERICA, 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA :* r 9 it 0 • 8R-DG7 USSES, STRONGEACK - Pl GU-IDELINES FOR ROOF 7R TH! S WG PREPAK) FROM COMPUTER INPUT kTcAos & D!KaSIONSI SL8417TED By TRUSS PlA, St' cfl9tT3CK bridging SnI cel t rez To, Roof Trusses St, on,bacf b-Oging Tor r3of, trusses is not a requiremer,', o I A NO ' -7, : I - 2002 cut T t I s a s, rnng I y recommended Iul do- 'no by Carpenter Contractors o' A tP, 1 Ca. I f serves the foal owing two functions: 1 „ Br'd;" rig , Igrs the bottcc.chrrd, after they are, se' so they re jr, 'o'n the Lai I Inq 7 ",,e This. in turnTo 1 es rc- r 1,74 7 s, wavy cc!ngs' after -,he Instaliatirn of drywall 2) Bridging 'iels ' cl pnlig -out ' the transitional or relative de —. action of an'lacan-, trusses due to an offset In spans ei ttr case, st, o,;back briilging shou16 no' be at -ached to aojacenz, trusses tnat reed to be jacked Into place more, than "-, 4 inch. Str5ny', ck tr ' dg;rr 'r, roof trusses does not serve as temporary or e;Tanen', brae?9 and Is not 1 itenCed to help distribute or, share des4 gr loads trusses. Consequently, no design loads have then accounted for with tre, a 'coca 1 1 and Continuous s' rcngb5TJ bridging should no', Is attached between Common and girder trusses that have nore than 'A loan dl fferent? al deflection: S_ RONGaACKS SHOJU BE A7TA'_HEO WALLS AT _HE:R OUTER FNDS OR RESTRAINED BY OTHER MEANS. S7 RCNGEACKS SHkU SE A m,!N]tiMUM OF 2X6, AND SHALL BE ATTACHED 7H A ,1MTMUr1 OF -HRLE 16c COMMON OR (3) 8-131 X 3' GUN NAILS To A 214 VERTICAL WEB MEMBER ire grapr-lc anow- or, this detail is ror generict[Wtjvo purposes only. The Xar't iocatlor o` sstrcrgback br'dq?ng wi be specified by Ca rpenter Contractors of Arerica. The je of stron;sa,K brIeq,n,^, shall in he way interfere wltd any other desl9i •-_onsTTIeatICns specifleO by the Erg'neer of record or '- 1 11d-Trg Lesig-er. he nalre]Trg — ecuirerre,nts shoran are consistent with ANSI/Tol 1 2012 N,T, S -Not To Scale) DesjQq CrIt: TPI-200?STO)jFBC LT —YP• ' Wave 7 CQ/RT=] 00f: 5) 1Ct 0 31, 0 TY FL' /F 1A INS— 111-11 -M 0 111- .1 17: 171-1 IT— l—, 1-,vTT RU RC81 48357 Tr U- ....... L P F 01ATE 09 BC D PSR - rus-7s8i 09209398 A L P i N E . P, T N0, 57212 6C 1 L 0T. L D PSF r HC- ENG OR/UR IR 6 0 s, 'v STATE OF J DUR AC TROTH 33814 JLI I SPACING JRLf- JTTQ08-1_ZI8 HU/HUG/HSUR/L HU A id I j, Vyh. g'-'ss, a- je 4-ciauge, I! c, 1 1 )',,' is a concxsdeo ffarjo,c r< ni AVS; Orl Q), 1-o I I- 11 f-mifjaf "k,) with oolf, "w'lus con--,ealcd, piovi.jed the, a ot qt(FXf,i al !Y !- of the Tallo Innd, it; Il,fiAo wl"'I me Iangc cnn','Aed wile I I)( dlm,? slu, is lc-,,-. it In at lf 1-n [( Material: 1 Ij,u,ge Finish,A. xmed, .1VAX' wd sted & a1A Installation: Drill of e, w4c io Ihe sr eCifie,i en Alt,.. tsef,, « 11 q)e (I voll induc,-, o, Iiinnrajo 9vI f, w),-mfcd inted(cl, et the I'le; y1s with Ile b2l,,( 11)at< A if)(: hIII Auce t11'! sf)Ny 's lks,k] A -inimi. m on I af,,` ciJ,y, ,f i 1,,; 1, 1, j Options: Codes sae tc.1 fc,- mmomm fi is J HU214 HUG410 Installed on Masonry Block End Wall rnin HUC410 Installed on Masonry Block End Wall ZE 0 c c 00c0cuc0 ca0 M0i0 279 MENa,at Hangers (coat,) AiiawabW Loads (CIFISP) Model1kc Fasteners Concrete Cods concrete UPllft no uplift Ro Down t° Standard concealed Borst bt}} 7tF01125) to1i 1Q0J225j 6 rll:hz I. 10,ix` o,. 0,I_. HJ46OA 1 1 IRK46 ft} Rj 4) loci common 760 000 760 J46 (IAax) IftlGdG 0) t: -' bd common 1131, 3,000 3S a t4",o _ 72G-? t"A:r2.; f IJ 161-% 8) - _ i 1 t,d .wmm^n 60 AN)ifin) titlt"48 10) .' 10) 4JIOdcommon 60 21a00 160 t rr2,,i F :16 Max,"{H 49 4i 04) IG) IOd tom ron 1 5 -. 8 5()0 J5 920 12 tm-e, ln1 -.... 11 t?3-2 r;? t0) + fit 11 i ;r1,2 nm hO 0 14) a"dac rn , r2 4'.`, 3 f 410rMm) 1-tti{4(0 A" 04) 6)tCA,am'i>1 1,135 i 35CO 135 4920 Fu4!O ,max, i-Il.F 41 Cr 081 18) - 0 noenmmer 1,800 4 1,100 . F~,0 i 49"m b-. it..t,r. N,,.<'6", 4 I-,} - '. If d sc r, , i 1, °it; 1 tF.tnx.) ii It lu-2 t`& t Oi I, G(! rr m 153 b: 7 K,ii 5 )6 N.i28X Skew A 5` (Nat aia lr.53a) I IN 1} 10o x1 `ti" 670 1,500 ., 670 l 2 400 Le hSv1>'2Fi-' ( NS(li tRC26_2 4) 16r` x. W 900 3 0,,,0 I. 9Co 3135 I HP 2_ 2 4) I deem*gin s,,( 1000 I 3:-', t ,-1, i HJ212 _ 1 , • ... -.. 0OC 1v,Ot . ' 6t 1Do x 1 'rz" 1,135 2,500 1,135 i2,665 i 1'6- (WI fm( 5 2 (Mw,; M) at ifid ccmino 1wn 0 (1 F,t 1 a0 f J26-2 (Max.) H1JG2G-% iMax.` tilt ^. 121 ' . G1 IN ,mn roa 1,135 3,000 i. 35 3,961) 1 0 In,t 1I1J %`-,.2,f1• fij... y1.r.f'0'2T6n J(} i,tl ii" C l .x' MD : ail 11 ti e?Y,'fM1 0 I.' 70 Q iut28-2 Wlm,l C n-? ([ R 0> - ' tx 101 xGmtnon 160 7 760 3 721, 1,18-2 (tefax l IIE117,28-' (A ,10 141 r14) 61 16d -o r t 1 135 1500 ( 135 1 4920, HIM ?IG-%',M,n.l a. i9} .- r)11d ;owrw, I I'r» srui t5 19<r1 t.1 It ,•1G J}hAre) ri K?I"?-;' 'lox} 6 mr hJ71 30n+ ; tUG210-314Mnv 04) 14! 10i'0m,-,m 1,135 3.500 ( 135 1 4920 C} HJP10 3 IAax) Ei!lC210 ;3 Wax,),IGr i - i. E7d cr=n ni t 1,800 ; 5{`0,t 1,800 hl?r35 I-, ,R4 .' ill lC219-? 4.ti ltz-2 Ata>_ .... NUt`;71?4,f,f»x.._(<1! S.`I'tt:=nm;- i; 0 5 35ti S +'..... 1402 i(Min) ) HtIC 1?_ (tiln) 26} `: 161 t`, 6t10d :ontocat 1135 4000 135 4920 IARax} ( Ntl( i2-3(Max,1 l 4 12.2) Wl) i0d"nimcin 1,800 5,085 1,800 6085 it 4,21 2 •_? H ,.d-7 j Ij 5 13: id-ort,on i 1: t 't} it,"'' ; , ',`.Ii.t i ,C2'4- Uax., 4) 1 1 ' Hj21A 9 (Mm1 ; 110C214 3 ,N'In.) I R 18) S 10€t cone cin 1 'Mb 5 0 t his h 0 F )21A 3 (Max-) i IRW214-3 (1,"ax.J t) •. 21) < - . i 10de>^mmlon 1 (i 'x 05h 1, 2 315 .: 5085 t•.,21t3 i2o 18± F IOdx1',• 1 V ON) 5'S 9 I M . , > 20) - - Ih 1 Oct , nmmon 1 515 4,1120 ! 5 4,920 H 7 16 ' (CaRax.) (itf6? 1G-? (Max,)r2n1 NGJ 1 1Od cc'm non 2,0 ,5 385 1.. 015 5,085 ixF-a (`lot t1(I,,,. r,-:: d f(immon f `#"G I, cIi_s3Wo11c2163dlx, dcn, 0, 1. jA, f I 1.Kc , ono I, II .- "t 'J ft at,, n2 F d.del x ' X" a2. .. ..... 280 UPDATED 0411717 f Mangers (cant.) Allowable Goads (O6tbP) Model Na. Fasteners t „a15 concrete I Staadarcl CancaJoist G1,01111 , Concrete t1phP# 166) Daum 100/125) Up1I 160) Down 100(125) I d ,on .ern 35;i 1 D00 Ht11U (Min.) H(1C46 (min') 8) 3' < 4t 1 W (,omnmi 70 2000 t 760 S264 HE 4L (Max) HJC46 (4iaxa J2) 02) 6) 1Od common 1,135 o 7 m, a. i,gaI li 4F(rlin0 il,1 4, ,,dk2; 10} _ i41 dfo^Jma 8N 2_',C 760 H, 1J(MaI,, 113>.I 141 i6k 1 A",.,rn i'na 135 iit;JN o5 s.g; Nt24' i0 txtvt} NJC41 i h4(n,1 s) > 4t 6) 19d comm 7 to 3 SOO t 1135 i2C HU4 10 M1xl I HJC4i(1 Maxi 181 b I°} - ` t10)1Od common 500, 4,500 1. N 4,920 6) tJ".n non li3> 30G 1,135 a.920 HUA1, G1ax.; lJC4,_eMix,' 1:1 7t M t)oewlmm 300 0 08, HU414 Mint 1 HUC1 4 Min; All,, 5} Sl i,deamt an 15 s ( 1'00 t t,51S 06 HU4 , l Max.} HR 4 (Max)24) 4t l (mrnman 015 085 015 51 od5.. 116 Nia,. fJ. i 6 Min. nt o[ i 120 H HI66 (tOrn.i 1IJt 66 0 r,) 4$ S' < 4) cd co_ mcn— 900 t 7, 100 401' 2a, HU66( Maai HJG66,Max.i 12)',. .0 12, . .'' 61 Hdwmmoc 1,45 3000 1 1,345 3,950 t#,- 6„ (fi6nt} J( 68 Circe } iJ) 4 d cor inon 9!0J 2 0:= 06 8' (1,4a0 1,7t,68 _max) 1) t' _ _ ; 6} n3d._* n,,,: 4!) 3.,00 1 "11 n 9?(' b1Q( Mr,.) H;)t6i0 4in 41 r 41 6)-r,dcrn---- a45 1 3500 1.34'x C ,3 C1 HU610 ( Max, HJ G 10 Wax.) 18) ' l} - 81 14d Gommcn 1,795 5,085 1 I imml tjt f Fii , 6i E i f;}ll,l, omm-l 4 4 00 4IX1 E) t t,14 (ii nj HJ 6'4 Mm 18i _. 11 lot - ' - 01t<d G(ttT}"i,:tV i 79„l 4,500 1 ... } fkJ _. ftA_ 4(LiFx? Ky 614 tviaxJ 4}- A) tli dsorarzaan 2(}15 8, C11S 1 1.03& r, ee v1,nr iu ( X,I1 r01 i 32n1, r<„ lir._ 6 ,ict.ii XW , ;Max 1 ON 6) 12I s(p i, on 1`) J8n 2,015 aG33 IN .Min.) Not lxad Fe l) 12) < 1 x, 0`i x 1 t 2,980 160 1980 ... HU7 'Sfax,) I {Not ava lablc' 16) 06 A 1Od x11,2' 085 3,485 1 1 0b5 1,485 i,mtu N„ ..t,L, 1S} i.. n710,1— ASzx.. 4r ..,, . tic.: t tA, 1 C+,' i,3, 1 Hut (Min,) tint ac tI o! l'} 6) Od x 116" 2 1;35 ca6 1 1 m 1 ' ) V' HG 11Wax.i N:1t av fleble) 3O} . 30)'" , ' ; 101 10d x 1 445 3 r . s 1 ,45 HJ'1 Nsr.} ft)l a"ai<.ble? 2H, .. lodt 1 S< f ' 4 l3n t511, 48i; t1 14 Na".) No,,.jii,blc...... LlO 1410dx1 z.,... ri71J 424h 1.01S 21„ HI , _10 Not axa l hle.l 12) 22) 11 0;16r common t 59' 085 S9S QRS FfU3.2S o4, A maii<.Flcl IN, t24) E) 1(tE 5085 G1S 5,0sg5 1G4'0-%:6iin, r b 3 3!3O 1.31 P1 d N34 ° " (IVin,l HJ( f ( Vin,) 16 c) t 7d nlmm :n 1345 4,000 1 1,345 4,912C HtiA , i6ax} 1 NU(1 d ? {P."ax. e1} - 2) 0} ihd a(nman P.6 i i WO d _,.t 80 .n.x 420 _ tl, ,-2(Mmn 1IT_ 4 1'1)011 , Si 1 l, dcom-,cn i '91) 4920 1.7J'r, 2 HIAl1-2(Max,) J,.i 1-1Imp') 06, 6` 121' d.,frnr,a 2=•'4 1Sa i717 f_657..... J,lf, 1-0zz,! a.: r, r,: r, ,r,,., x, afc,, ac:)c I of It ll n,e ., ill, .aei t o*C , tqe c W,w,kas 4 x.°dl- Cade Ref. 0 U f!# 70 0 C C00 C 0 C. 0 HE MIR LAM IT, RONAM Z nol *111-FT Face -Mount Joist Hangers e'0*Rir, 4This product is preferable to similar connectors because of a) easier installanon, b) higher loads, c! lower Installed cost, or a combination of those feature. All has , ootiL1, 1lal c stnbutes the ljf' r",A) 0" asier ,tallat orl amd the ,se of all 1)alr, f",! W- Sa Gonnoon, MIYO , 'S fion) lim kgh' c'; ll,Iolty 1 JS gingers rie MUS offers --. kw cc ! allernalt'le -wc eosie, fts'Al,z: Itt, in tyt 1S (,,I Ti iA rots. wh If p-mdi rat gr(l,k;i load capa, .fy and beatriq tlan lhe I US, hx1clot, f""win, .wo:, Ix capac,!ir„ t)" i i( x, 1S llangols, hill V ey SDS it sir of natll, !( r ar and I at"riltio:Fl.ror y A..rr -,S I .;j%ry-", v i s< hpm+It ar„ , tl)(. IOLC n lie " P}ke-; tjvtowhen ihey p", Material: "o, aUos o- pp. Finish: So'l c pro,.(1c" s 00 Installation: Nook r1 e khn' e- at Vr l t'frc 3l y :'l or flo;)c( r tO,,ove It)(, A"W", Wl? Mlpj,xd vwh 1h," 116: 1;1), i,c,xAJ,, I th;m f')r 11,; ,vl--We I cti ot f st pkd b( T,;, vr, o<(,( xis kltcss ol 1 3" or 4'' s oo,- n at, N i hu k I qer I"I I, ' 11h sc e"""h 'lo Uld ("ou, hon, a blot may he kiod as ept 'roved by the in'r, Not w qncd f., WI+"(1,c ('r soolc, tans. Options: L_,,S and Mjf-" raf s ca)fl! t) e moJfie'l, Gol,(oAl)d flon(jes IW Wtt for I K, S z no I illttS, Codes: Soo p. 14 fot Char? ii 4 X Z, Of LUS28 MUS28 j I N it u ",_,e Vri, H HHUS210- 2 HUS21 0 H! 1 "S ym4.. v1j 5GVHUS28-2 k r, Typical HIJS26 Installation with Reduced Heel Height jss0(1- s!,qoel h) PTovia( 7_'an'4VV), je:tr I a. 235 a I a ME E= LUS/MUS/HUS/HHUS/HGUS/HGUQ OZER= Face -Mount Joist Hangers (cont.) a,e Wiffi Pr lhtfs u)dz1(;!s ,e with th, S,u g,) natC%- 10 Min. Dimensions (in.) j Fastrors Modol No. H C, a, W H 8 Garrying carried Height Member Member Single 2x Sizes r! US2e 4'a i 14, 4r,, 1 jd 4 "d MUS26 41Yq 18 i 1 rec, 5y,(, 1 2 16 10d 6) 'Od 6 14) 16d i ffi 16d IWUS,16 5 2`ji sf, 't'd 11 "S28 I `f i 61 MUS28 CtRi 1 yrt, 8t "I'd 18, '1d M, 1 3 122) !Ed 18) O'd ir,t ;S'8 644( 11, 1 Od 4 IS i 16 ij OF Allowable Leads SP Allowable, Loads SPF/HF Allowable Loddis Model I "I I Gode Na, U Pliftl 160) Here 100) now Roof Wide 115) (125) (160) Uplottl rtoor 1601 (100) Snow Roof Wind 1 15f (125) (160) UDID11 160) Floor 100) Snow 115) Roof 1 Wind 125) 1 (1601 Rol 11 11 --1 1111111-11- Single 2x Srztot r,,lS24 4 1) 6 4,10 r, I !Wi 1 li,t) tvl(, I 1ji, I l„ I (10., 14 0 W O M 1 ('1'0 N" c W ri im,2% I sso 2, 120 3,09S 3 33, 1 3, 3, 3S 2 gi, if 35 :i't,, 1.,Q, 2330 2 630 2,820 1 NOJIS1116 CIO 4,88S 5230 i 5,39d 4 OS II 2,v) 0 3,15'0 4 20.) 4,:%100 2a ri W8 1JC15 1,100 1, 5,,,-, 1360 5 lt-,Jo 1.363 A80 8,115 1,031, 00 01 I'lol", 4 7 5 3i 19/5 2 1 t1" 1 1 PIrW 2 & 23O 1 1,1 P, P1 1, It 6, 1G 0 G s 6 -, it 2. 4 (7O 1611 Y) rt us., C 1,16") 1,340 U525 1,13,50 2,390 1 165, 1,4J5 1,660 9, 2,210 1,005, 1 1,15 305 1,41,, 1 145 r , , L ii I I S,,` 10 3,0()0 4 1Z,,t, 444, f 4 b (a b,320 30(0 41,105 i 3, 1") 8 1' o tjz 1_-n,,,- L HHUS/HGUS itfc , Uri(, q nforpm,,I ol' p). 1, Y 10HHUS - Sloped and/or Skewed Seat 1' iJoz bane ,i,, can f,c-. r,ki%Iv,Nfl 1P a 0 4f) s'lopfad l'-f a no ;-,, N 45, 1 or skov", oniv, maxi -un, Akr,,vablc dciwnload > O.bfof II)c table loaa, I ol Il ) p,o oAv or sv,pe"I v3t (i sk,iNeo hanger-,, thii n,ixvmiT) alk)vvahle downlo"Id is 0,6E i)1 then lat+> liod UAifl oa+; lor skped/,iI<(,Iv(x; c-:idri,)Iis re 0. r,) I)f tho ia thl load, rict to -,X( u0d 2,4 7,) IL. o6t ri,ust o, Le,,,f1-( fjt it- all,I,,, for HGUS - Skewed Seat i i„( ha (, Scan )o onfy i rn,ix r, ,- ol -zY , Alin ,.tie r)!^ 1,noos w, HGUS Seat Width Joist Down Load Uplift W < 2" Str; tv I) ("It o,62 if I,Ihl, 046 , f table pact W < 2" 1 "evol cut 0,12 )1 table lcatj 014(A 1 al rio I )ad 2" < W < 6" Rel" A cut 0.35 of table. lo,,ad OA, of tzlblo k)ad 2" < W < 6" A46 o' tai+? lo,',,J I),.,, - 1 lable 1, ad W > 6' el cut 0,8"" a, lanle lc,t 0,4 cf iabhc 1,,rd AuAI,, S106 Top View HHUS Hanger Skewed Right 10(),t! musl be All of ls an ti)e Face - Mount Hangers a-111 3, is see Gcn 'ec'o, sG,ev, pp, tc, 5 Mjn immonsiens F ntbnop_. :, SPFIHF AllaOFISPAllowable, Leads Code- I Model Hoof Ga,i Caring Carried I Uplift Floor Snow 1 Root Wind 1 Uplift 1 Floor S Raf, No Heigh IN I H B Memryber Member i 2 ) (100) Double 2x Sizes I 7x 16d 440 8(' a8., 1 2,10 3868(', 1,0,0, P' um--L 444 In _3 'Ai 4 2 FII 16d i 4) 16ci i8d, b i6foxlltidt11 , :169 11000 880 il,G"O 1,090 1,3& k IViIIIHS26- 2 t 145' 14 Iii) 16d i 3) 16d I,,, I i 11, I I " 1553,405 2"m 1 2711' 2121 665 11523014,355, HGLIS26.2 45ie j 12 a S/; 5' Ae 4 2 0) 1 oil 18) 161 1 5 y 5675 1,855 3.751 i 4 2t10 4 500 4,73, 4,67 IIGJQ26- 2-SOh3 2 3`, 5 r 4 1?, i xS'&) S 1 63'_ (4., C'I - !,1 3,630 4J,W) ADO,'; 4,0 . 5 11 - 6) 1 j 4, 16"1 i") I )00 I 62: 1,1,3, 112 2811 Iir, HIMS28-2 1 , 6", 4 's i.)21161 9) I 1 11 1 ' 0 e 1 1 4,' 3,, 1411 -,JP i fk I 4 nl-' -14G, r,G 6 2 3 6; 'Ge 121 "d IV "A"10 7,,5 6,415 6,` 6415 4 24 5,5 e to -3 7-,-,-,, 1 -4 2tD a _x_3,_Sns I N is" x ", SOS 2,56,--r330 Z,3330 7,330 1945. 5 286 -9-1 28C i",,280 6/I' s 18 3 1 1 i N 16d 6) 16d 4 1,1452,090 2,26S -0 937 ` 5 7 8iei 33011161110% l6d 3c, 5,2 765, 1 1 1 15, 56,8o 6 8SIl, 2 7) 5, C] j 4,8132,0_ 2Vu129-4.1_i c-, 46)16d 16116"d 4 _ _j_ , - 4_ 9,100 t,.100 9100 91W 3 525 7,465 73 G, , 7825 T925 HGUQNO-2-S3S3 W,, j 12 3 9`n( 4 2,91, ,,"x,,vSM Y' x e SDI, 3,44 0 Z415 7,4'5 -1,415 7,41 1; 2,475 5340 V43, 5340 E.340 Triple, 2x Sizes 4 2 V 4,3) 4 5.1 4 "0 00 1 ; 4 02 4 1) l4, 63,, PC 04,, ,630 3, i rl,GU8 j4 T A,j '("j I d 321, 1 Z 46) I 1460 14,50 !5 6, 41, 5 6 V` c 41S 6,415 11 1 1 11 6 HGUQ28-I'-'-SDSe_ iT7 4 12 4 "'A6 4 r2O-/,%411,V-DS 6) 4" Y 4 `' SFIS 2,56r) 1 8,4t l, 51 (W, 6,605 175 9,175 9,11, 75 1 L8,C) 6,060 6B - MAIS210-3 8 1, Y, 12 4'y16 W 4 M 1(k] 161 i6ol 40,(_)b_ 9,100 90 91VO 9,I(X) 1 :l!)2b 48,25 18" 2", 1 HGJQ2110_6_qYS4.b 4`A6 9 4 RN V' x 4 V ' SDS 1 I Nib 344C 9/450/4, 9"4b 9,,4b 2,4r51,01 10 1,0 2°5 j 00 10' I'le 10 iG', 1 1 OI 'J", rhGo5'!4-3 Quadrulde 2Y SizesCrIGIS26 -4 6", 4 C20) Gird 8) '6d w 181,h53,7,Y) 1, 4 20 4_',OC 4, t 1 I t 1 1 3 5 4,6 76 0j55 '14 5- C 0 6bz11"IC, 4i x,` 0 16 7 3,, K i ,Y K,, 16,,, 10 Z '0 C) 8 4 7 V4 12 7- e, , 4 7 3 Q I 6,i 12) Cd 3,23b 1 1 60 1 '1460 7,460 '46,0 761, 6 4Vi j 6,1" 6 4 G 4 15 1 1 Q) I`GLJQ28-4-SPjS6 12 7 1, I C, 2 S) x 6'M,,, 6 'A" 6' SPS 4C i k)XA) 81,86012,890 6,(l50z6,3_ b3licit-so( 20, 8,4 Z rL 4 f, 9IiCVC-4- SDSC) 9 12 9, c 4 R, 6, 9)S 08i x 6' S s 41; `o hV6011026011r) 160 -V601 S, 0('O 13& ""385 1385 ri-IGUS21 2--4- 1 0_, I 0p 4 1 `2 56) 16d Oi A 5 64:, I 6:Tai v 6b q,(, 0 9,600 i 4 3,ii,, i 8,2bi, 18,255 ',255 16d 3(1 10X')0i it) 100,11, 100 4, 4,, i C8b 8,685 a 685 3685 1}' 6c,,6 12,5A, 4 66i 2215,515 110,1001 Q46 1 4x 6d sizes i' W, I I (i 1 4 3:", 3) WI ME 1t 14- P t 3`ti ;9 ? II 4 4 lt, X 3" SI`, r X 3) a KJS481 4 -1/p B 3 61,'. 2 T3) 16d b 16d 1 :16 3$ 1,10 i i""C5 1 1, HIPS48 2 6 14, 11 3170, 16d o - - 1 15 513 1,6801 1 171 PKIS48 6 1 5 -1k, 1 7% 22) 16d 0 4215 4 173 5 150 6 ',,,720 _535 112 3l47 "A, 4 il(116a, 12) od Lk) 60 60 21, 18 S 6 4 l,,, ti, 4 15 iGUQ48-SDS3 N i? 3 xf, 6 A 4 f-, Or < a3' 4),S, 6) x 3' SC S 2,565 7,S30 /,,X 7SX7 a 1,816: S180 5,-,8J b,28C YA-C 8 3-- 8i led 6) 16d 41, 1 ll,"O 190 6" 1 10 81s 14 i o 3 C, i el j 110 1i-,d 3 '=5 4 3_- !vI8 91 6 16,3 14 () P i',O 11"/:, 1-1 lrGUQ41r-SDS3 9i,a 1 xa 8 4 Si 4" x 3'SDS 061 1"d 8) '4` x JT SDS I In( :( O 9 1) Kp 3,4401 741E 5 2,475 15,34015,il,10 51,3401 34( 1-0-N, 3,`IV,, 4 116"1 ON I' d 504519,600 9,3W FHGU8-1,14 I "=k 3,1/b 12 e 4 g"I 16"", 15(1 51151511C4,tiokii11ol -;Oo 13 tin, 4,,4 1, jr)l J: J os_-['-_c ,-e_ ut, Co I Lr alk-ext jG_ 103,1 (X,v(i-;. N, A t C) s U"'l-l")," 1_% i, vnquT , f "d )(,I( J) V. fe(I,xed o dI 'nele T0%,I,,. I 1h def,o, (I b, lrr al 51,0nqj,exom, x S_Lrx-VI"', ideql. _,,,„ azcG - Ix d"", ADW, Ne L-J., d. Ie, AN' q -i" (,o!-,,_!- sc c" 1J A 'T 1 , g-- e, (i1-: ve, v c C' tti , 10 ,x x lx "'I, e i'.-,ad, v i j, AN,I TIT i- r, ,(j ,ono,s "Ic !h,, jo s, ,i o lca.iWin -,nciiwrnz 1 u," 0 ! x 1 lr ',T, IWO lh., Iy- Fed" o%l 'W Ico !,.c ()"d to j lhe a")L Nads: 6 I P. fiv, T,11 N Em I is Pe' f rap4firohs-17011 W Face -Mount Truss Hanger I he I -,T -1 fcACO-MOU "IIto SS i'anllff' has rI3 I [i icv hecl N-,-,7-, lzo 11,at ails l"I'llrllnw tJT, lvfl"-g apply!(- hoiijzfl;' vw, lo as 3,W'. Mini!Wld -01 1,1'TIX! W1, I1 lq i)ptoCr[ I I l),,lI (lzl s )lijIvfrwf,,i V'u"i'I'l, lod ghts and, erilf ccrcitor)s. Alie, nale, allowable, li>a(is, xe ptilvikid lo, gaps, between tlx cn 01 the lfljss and he g [I!,-,,- f),,r jo o maxa-, alICAN f(Il comstruo:ioi, J,4fOr starllia'd allaW. No k,Os l,," A ( r,-,! i'61 x) l Di 4 fox h-icnl in \ FR-A.F,S a? strongtie.com for Material: 16 e,KhJgC Finish: G,- Av-inved Installationl i ,., Ill j fasllenef ) , or-,- J, d hates Uan ho,,ctall ed '# 'I CI -, r mo kll ,> .nk, a, filir'llio_rvi ant 'r rqle ii,)Ies fe, iraxi no if vJu", SHO altar;lenslallation fo t n 1 livi i I i% J")G on a '?X,` l- )"'y'r vg mc.mr-o Cr A 10 on ii X6 nq ii- crilhe, f-r aai v ir I, J, * ft caf., c t Options: H_U ma\ tAoA,,ec Lq) io Hino,,r iow,, i)23`9 fol alr)vlad)k, Lla(js. Codes: p, 1 1 lof G'o)(fe, iele owle Kerr Char! Min, noelheqht Pzr rlIble, Fri. S.S xid cxty, lig P1-3mber HTU Installation for Standard Allowable Loads naxl'vTi l,,ao, M Typical HTU26 Minimum Nailing Installation AlternateInstallation- HTU28 Installed on 2x6 Carrying Member Standard Allowable I oads ('/B" Maximt.. Iim I langer Gap) Min, Dimenstroi (in.) Fasteners Allowable _!iods LoAd, SPFIHF Allov code Model No Heel -, I iICarryingW HB Carried AlIovmlfle I Uplift Floor SnowRootNuidUpldt Floor Sur ReL Height Member Member 100) (115) (125) 1 (160) (160) ( 100) 1 (11 160) Single, 2x Sizes HiU26 Ott31200 RF (WIn') To1 5 $l, 11 ( 10) 16d (11, 1 Off x I ih'; 3 7,e 14 5 /x 31,1, 1 ( 20) 16d04 10d x 1 1V 130 2,uAO j A64,5 1,D4,1, 4 6(II , 19 2 1) J I min i 92o 1"W10 9,2001 1107, 2 il'5' ----------- 1 250 2,,,, AC 9 015 2,(,, i 1,itm 2,01 b I 1 U26 (May,) I I 51,j : _ , , , 6 j , I 'Pif , 1 ' h" 1% 5%, 31/,! 2011 d 4,6io I 63b12,3 1 2, 76 3,095 1 -5,1lS 1 2446 j_ 60 8 36iiC," - ( 0 3,4W p 4, -.__.__2,), , , _ 1 Iiiflf, Yi 16o ill,f. ray H 7 JO 16" til J, I % i,,lil D :J, 3 '3', 4 '2lf 6 fi j210 fkAhnJ 3 71r 1 fit 9 fli 3 7 2) 16d (141 10d x I Ilz" 4,,3SIi 4 4 111,, 265 1 3 226_- i 3,265, il 130 355 2 65 Hl U21 0 fmex,) 11, 14 ulf I "i o 30 Ud x A" 16d i, 4, C) 4 b 1 4, 3,315 4705 1 34-5 30 9 59514, 1, b n5 1, I. Double n Sizes rF-U26-2 frAm.) 3A 3- l%, 5K,, 3 6 20) 16d 141 l0d 1 515 1,40 1 3340 i ,2,9_600 1 3910 30_5 2,465 1_11-11111- -1 hiTu"%-2 (feax, 1 ri, 'ivn 5r', 3V 20 16ol111__.l_1 ------- 20Ouj T-_ 2,176 2,940 1 3,340, 3, 00 4, 485 810 2,bM Ali I:2(NIVO :i 14 16:i 14 1$1 t Oi -2il 0 H-i M- I lld 6 18,) 3, 01 l, o HTLJ210-1(rfin.) IG d31,1, 3f', 9fide('32 j 4Ion 1,7! W t1,710 (Idex.) 9, 3`f'6 9!/,+ 3 V, (32f 16d 1 41 l era: A iil 5,1Inj-, th,. Alp o., CC- 4,/05 j 534Z5 C 5, 760 1 7,_od; i 4 O'23_ l. 4,59h 1 4 95b 6,190 J Ak,,...Jcio_d. _, _;Ja'Cqj I k ij th- Jkw,i! kd rev t< 0, 7 bkA_,, JI XItoo 4)& j. 3. Naika. 1c - 2 d_ x3"', klTig, o J148, va, Xi, k%,)q. 13j x V, 26_,) l *,"T nail 238 UPDATED 0411V17 Face -Mount -truss Hanger (cont.) PF 1I c, c r , , e C-!Jla.(v' ! )t' c! '_) C' !", s' re" S1'. '0 n v- Alternate Installation Table for 2x4 and 2x6 Carrying Member to: 4. Nails: !,'f Z 5,a. F 0 Va- P dw" I.. q. Alternate Allowable Loads (112" Maximum Hanger Gap) Dimensions dn) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model Min, - - ---------- ------- - -- Carrying re) part Haul No, t UP11 t Floor Snow Ford Wind Uplift i Floor Heigh W Marriber (160) (100) (115) (125) (160) (160) (100) (115) 25 (160) 11 Single2x Sizes iSt2td 3 16 P%, 5 14 3-,,'z 16d 1 1 1) 109 x 1 V" 611 t47 tlaa 2,1s 13SP" 1 5, ')s I "2I ? "I J, --- ffllj26JAn '1520) 1 6d il 4, Od x 1' 2 940 31,00 3,100 3, 10 C 1 010 1,96 Sbd 1,959'Y" 1.215 2,94C -,,,40 U26 ax.: (20) Od x 1W103,760 1,045 23 10 2,370 2_3 1f) 2,3 O IT 16 1 2 1, 13t, 263 14' ,,, 1 x 1 ,12, 0 V,) i '0 - 0 r 2ia (A 06'On x I V, I -"1(i 3 4A13 14 n8o ,;I', 1 60 0 6 -6- ?s ioo 1 2, 70 10 2 70,) Ki u , mr1,111-ILA , 2700 9,,,, 3 Y, 22) 16d (I 4 101 I 'N' 1,250 3, 3,600 3,60 1 3' 00 IZ C r4i'210 M10 9"' 1% 1 9a 34, 32) 16d 1 22) 1 Od x 1 'Y"' zo, 3,24 1(h, 5,020 5,020 5,0202,800 ,765 3 765 1 3 3,7(,5 0 lkiuhle ?x Sizes Q HTU26-2 (Min.) 'A, j -Io" 5,/ 6 3 16 20) 16d 141 10d 1,15 2,940 3,340 3,500 3o(i() 1,30,5 1 -205 1 2,205 2,205 2,205 i"OC-2 "Mlx) 51/' 3,, YAE 3111, 21'1) 6d ( 201 1C)o 1,9 0 940 _340 3,500 3,500 1 645 1 20-5 2, 2 0 2,2015 u ;.36, W, 17 98 j "80 9b' 9 55 98 61 'i?C '134 0 rHTI,'?IO-? (W?%) 3z 341,5 9, 16fr 1 14) 1 Od 1755 1 4 2`51 4,255 4.255 4,2&,) 510 3. 190 3190 31 1 33 1 ,o M 4 r! 4 85,") rl,1210-' fMaQ q 1, 3Y, 9 A, 3', 3?) 66 02, 1 0o 855 4,705 -345 5,760 6,47', 3 15 4 04 4 5 4,855 e '4 k")" ('4, 011 N 0 0 sk s N 'M Options: f j !tot i,, Fio,oi Skewed Seatup -0A,, alahle in sincile and 2-ply size. A" No buvol cut fu:lurr'; d' larige Allowable Loads for Skevved HTU Hangers A' Fasteners DFL ISP Allowable Loads ' I HFISPF Allowable Loads" I Model Skew Angle 11 __ 1 1. 1— I'll, 11111-1_1 _- I ----- 7 - No. (Degree) Carrying Canned led Upli161--I Download Uplift Download Member Member (133/ 160) 1 (10011151125) (133/160) (100/115/12,5) sped", xlgle 1 51 ("J) 116", '0d Y I A') i30 Top View HTU Hanger 67'* ( 1 1 6d it 2 10d x I 1, o' 970 2, 8322" o Skewed Right < 51 s 6: 6d HTU1d IR 1"2 tfl-61'4 (2 600 16d 10d x I 1h4b , 2, 0 TOY 61 1 A x I-," is 51 6"'t, (32) 16d 'I "4 z4A15 &04C 12;, 2,615 H1 H2&-1 0-6?V) i2, Ui turd (I I') i0e 110 2.320 2 0 f2u, 51- 67','? 6) 16d ( 17) 1rd 1 71 3,245 ec, N n 4, of 3? { - 1601 1 ' it ' 600 1, 0 4 245na 1-6 2 32 12?) 1 0-ol 2255- SID 194 HTC210_ 5- - _71' " t; an le 1) 1 ej 4 0 4 120 1 lo6 J' I Top View HTU Hanger Skewed Right > 51A;06 Vfll' t -1, < l.,a i;, .Na,K i,,J 16," 1 a, k' ra. x I F, i, 4h 'r-Ah- x k-,_ I, ol'ie' i ! 'e"', ('nf -nwin-, 239 Adjustable Truss Hangers ERE,& gyp° This product is preferable to aunilar connec€ors because of a) easier installation, b) higher loads, c) lower installed cost, pr a combination of these fcaiuras. gpoo -ieight amusla,,)11tv and tor fart, ia,r+0, A ili,grIS,re, r Ii 1 x; fia,jo e r no t nzinge,.. 1 11.A4x and 113 2x < r - iel, fealu e n ',., nail tca ,c.rn in t,c tr Gs Whichh >.et u e nit,. , 1;tallatlo r e>f>IE ;rs uied ul(.,,un for f.al.1 'Op flango, Material: See iai;le Finish rF izh t tr u= r .4 .,.a Fteirie ur I_^A VC" teat n,j, Installation: Est, all,zr ccifct 3 (c,ert eGenr IPR:Ses. The following installation methods may be used: Top Flange Installation — t io -if, [ „' trc fiz,ki 1- ones; h-.ade t-J 1 i 'U1,3ili,lifLfli,-n- rs,.111) p andf.i,1.1„ilat eJtn., ,thc. „i:.te,,, „Is+:r..11 r+Ci E , thin bWh^ter" ,e < + r r tf it t v ' anj r t t_e+s. ^r the I :ryas used fioi c,e,t atlalc i.i ' ini, l -)cl e i. cil ai „sn angl, ,aat the, oit,i thloi nill , o col n+_r Of t 1., joist asxi rota lhe I or all o(tuy 1q, t1hi,(1, in;'alla!i r, a!,'aulhk'll the ,i.) thin , hear i ilir ng teal „> ,- ,o i. ct ll th,a lk S r, qhl irrto lire joist, Face Mount Installation Install all f 1 , nasl,: ,a, e rt-d:nc =c t e ,a sk V'! Al n„ d ' }off , ,vli .>e al, AA nod ls, i, modek, 1€ r :re Mllro o tha, i, VX0J, t l xeST 'i" this Ix imv1g1 Ol i-1 611J, ,e, the t ll , y shale. °=itu,gh ihe> c r-ll of t' ea jo: t into the h a(W% Alternate Installation — to -V, = 1 a „=r;r lv r, to'<ale a rf it t ultati<r na h", lalxlklec st:, Vmd.' all 'he t 1.,-,ist cs ..,e ,Bz, ,,. t c f,r3, i... 4) cant q ",ir rbt Nails use -i or e , t,tdr n trc1t be i? ,,. , olive. n al zina! iqk so .,_ el erer+eti le vr:y t° e, uer, ar of lh,eJo. e Uplift -- Lowest fi;t Fr lads rust he III 7'o acf ie G,r pG Iaads. Options: rx...._- 2's" 11 iA1 , rid lame I,, no l <.,! .. J1l — C,dc t r (i h.:^ rlcr. Codes nr I f,x Cole 1 e 1e=nee Ke, (;hart zq VT rih A2z nr t, a2s- 2 THAG422 r ea:h -G nail tatie at, ttaF i r " a li t ubl sh ar 11i r;s d i ,tall Typical THA Top Flange Installation on a Nailer Alternate Installation of THA422 nt P, 4 •;;;'tails iotat r, i. ;r8' 1 the doe. l+ _,lea, nali, g -ads anc nstallnaii ..raghi Typical THA422 Top Flange Installation an a 4x2 Floor Truss r naa r— Mount Installation Typical THA29 Top Flange Installation 3 oa WU fioa ,1 Adjustable Truss Hangers (cont.) mm I= I"f ,l- r!s '-"e Q)7 'i 1 IaIV" 16 r ,,._ree_-1, 3 1r.h 1- , pq Al 1, d " , > J, wk , " ' "'I, ni ', "'' - , 1, IkI, I t Ak Tq I a, A Z G' V- R% 7, P4 TXI _, bS 0: t- 1 Ic _,ge ir ic X ")"K t'e ta, toz A,k 1, ' 1 ', , I ,n m y' L,riqil.a„ ',W,I h, (0 Al v Jl I 1" I. r')u J ti 1 0, 1 '18, d I THAR/L422 Skewed Truss Hangers iprec 'or 41 x:? floo? ,,jsscs ar.o 4x ix,,eons, T, VF,,, has a staid ,itd I«uv 0 45 p,,, rjjtj,;j be t)Oilt tol to fl, j, J j '111N r al nci r4minate sit[ tlinc of axe Material 16 gauge Finish: zed Installation: Use A C3eneral Notes S?IPsin, i,p *+t-termed ovnr :he cat o,a Tofiv-jrn of 21,2" a,)A -Ilax"t it-lffi, cnrgulatlo,l" — t,:iAc, lot ralling tiQ,mirnaras Codes: Sec p, 14 o, Ood(,, liefMil-,O 1<0y, Chat; IV - THAL422 I C 4 M M Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord ur 0 Iastonrrrs Derninsiqns Min, Top OF/SP Allowable Leads SPF/HFAIllowable Loads 4) c WChord an Etfe five Model (int) code C Go Holght Carrying Member No, CarryingCarriedMember uplift Fkair' Show Rant Uplift Floor Snow Roof Ref, C Member Hen' I-- - - --- - T- - --- W H G Top Face, 8 raight Slant i 100) ( 115) l 2 s) 16 (100) (115) (129) 0 8 IWX 1 11A x 1,J I ""d x 10 1, c I I 114-111422 blc 9 in", t,l ltril at 1 Oil 1 16Xrt22ya8i11) lce 1 310 1,675 1,,C,7,5 1615' 1 265 1,440 I,s4o CL I Mdx.) 42 gm lh— k, J- 0, t"", : he 'XIIJ.'V cl ij ux.-,-30 VV i te -, 't,0 n, zi. , ter, o, ,, 4 i,, S -jl' al to 'he, itw r;-, men, )O-et ,,e, 1 L.e,, e,,t,, t bea''T, q ne, ior 4, NioK loo Ia, _,ij iio -a, k""o, ME WAL-W Truss Hip/Jack Hanger to versalle I HJAK can acconrirnodale,icv-t-ot Lf-,4'and hips (at d5-detj ee skews; a1,(,<<t be m,slalled before of aftt-,ii Pi , 'r p arld lack, Caj, ads-i be _jSe(I lof do-inki (Ietr) nal), -,ffs_ Material: 1r ga uge Finish: (,Ataf,,/T0 Installation: I i,e all ixcifio, I (w,tenoioe `lent al Notos, N1.pal lank, fno-,thers nr,jt `,.,-icwxj logetheIr lo act a., a err,(IL jtir. haEi be a taGf-e(j to a doLaAc ,,,taer i s tc- la f. ro(It,jr(O f,o-o,ut nad I)r,, Options: he s- Grades : See ), 14 lot Code 1 Key t P- Top View Left -Hand Hip Installation THJA26 K111, 1 Top View Right -Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Fasteners I SPF1HF Allowable Loads WSP Allowable1-oads Model arnad , , -, I our tRoof Wind Uplift Floor Snow No. CarryingMemberuplifRoofHipSnowJackWindMember (100) ( 1151 (125) ofjo) 160, (160) (10o) (115) 125) (160) 201 1(-,( i JaI,k 240 610 i 110 Al 81a i W4 afl- 670 f frr) 103 MIA 2 Wi '0 Wil 8 O gds t, ho I arc il, 1 IT! 1 'T X c, I I s al" 2 xr, i J Tj" e 2-c"of t"a 2, t-r-) g mo—x: d x1 < rvj,1, c 1, C- Itj I ID (I T T,, i on 10 r C 1,z,k ile—, r. cl -le ""I'J- co f 1 1, .and 'a 'he , n, 3nj tnw re ^a, t e j 0 :,)E' ') I, .ombe c, < klji,, 'Tar "o,k', r,! itr . k ca i—-d ,,,-,,T. l3cr tl I )c 'tG..Gtt 0" Ak k h,', w it' AV 1, 1, Q C` - • cxa , , d,x Cnr 1., 1 d, J ancx rjloablc oac, E o" H.Naits: '(,d = 0. i 62 c i, x r )o 0.'l I brio. 6-17 lo r 1) ( t s "1 1, K Code Ref, 11 C 70 M Im VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minurrium Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR FUDGE am tCPIFPLE ripples 4'-0" for 30 psi (TL) " 20 lost (TD) Max, e the c6prns. for .—h row starting I— the vall.ys of.1—p— kfrig inward to the ridge board so that cripple locations are gared babueen rows. 7yp) onneciioza Requirement Notes W raisers to ridge 4 16d toe -nails Cripple to ridge 4 led toe-naiis Cripple to rafter 4 16d toe -nails 8 16d face- g5 Rafter to sleeper or blocking 5 l6d toe -nails Rafter to two ZK6 stirette's 4 15d toe-na,05 S. Escaper to truss of ood sh A Isd toe -nails T o 2xG sleispe,5 to truss 3 16d t—naiis each 51eeper & t,.Ss CD 6. Ridge board to roof Work 4 16d has -rails BEVEL RAFTER GUT AS REQ'D FOR, FITCH Ridge board to truss 4 16d toe -flails 8. P., o to iTYAb 3 16d toe-ris, 1 Truss to blocking 4 oid toe-oaiLs 10, Truss to stipple 4 16d tvis-roils IL Truss to stipple by 4 16d toe -walla TrPiGAL COMMON$— (desived ni—) 12, CdPiale to itu'li. R`-r.' wrncreQUIR KthrPACEQU-0.C, 2.4 BL CKING no xtipledI 'NOT 3 16d toe -nails 11" 11'1-SLEEPERS Aal 1111.) 13. Collar beam to rafterproENERALNOTESCRIPPLE, B CING & NOTES 4 16d toe -marls 8LOCKING P-lins, wrod 214-0 C in ts-- NOTE; l6d (0.162"x3.5") COMMON NAILSIragItYW ..-rug. -2x4 continuous uneral restraint 4CLR) min, is required for cripples, 5'.Z" to 10'.0' 4 Trusses With.ut sh.ifthing applied must be evaluated accordmsty. rattedd 2 -10d (0.148"xV) nail, 0, 2.4 "T" or coos nairif.ourmrt hailed to flalvlg. P.dins shouid overlap h..thihq ons, truss spacing h,imroim, cr# etspple with 10d 0.128"x3.fl") r:aifs at 8" o.c Tar scab must Ca 90 S of tipple tertgth In cases then 'hl- is imp,ei,ii—l' overlap sheathing . minimum CtippleSolsi'lir-0 long req.10 two CLR'S or loath faces wY -T" stones. Use stress of V, and rail upwards through shasittitag into Purim with a graded lumber & box or Common nails. ramlsoue of 8-ad (" .131'*rZ5-) re —on V.1, mil, 14— edge of c6pin. ran face rips. or rafter, effects of not providing fbe.1"'Ing below a valley set or long as the proper number of nits are most be evaluated by the building designer, installed into Hdq. board This drawing4ostaappliestoVaileysWKhthefollowingcondiltons: I biodking under rafter if ruitose. are not used, Spans (didta.te betwe,. 1-1s) Ar)'-tj- 01 less Install blocking under crippleif cripples fail sebween Maximum Vafley heiot 14-0' 0—, buds top lh.io4 -11 blr Un-al tusinS is not Ueed- maxim, voo mean .of hshgh": SO test Apply all nailing in accordant. to ..,rein NOS renwhionin's, Nails ASCE 7.05,140 mob, Enclosed, CatH, EXP 6, i=Li), KZt=LC Of AMaximuim of ASCE 7-10, 190 noon, Enclosed, Eip D, Kzt--I,O are common ",e watts unless noted otherwise, H. QKR RLAX iYID f "3" AUE's at TICc DRAdua 4t Fka.- ale n1w ZQ.11wDo 'M ALL, CaKubmnXis ballaINQ TK No. 70861 1 20 30 40 54 j T"' DL, 10 20 'i 'i t: v B C D L 61 0) 0 9, o', to, 4, STATE Of BC ILL 0 D 0 0 AN UWCOfAl)AW u4A- Z I- I D" '"D-30, -,30 4_I 61 L 511, DPFACI ?1 VTn Ic-,a N bn rs PACING CEE A-30VE PEF VALLEY F GAMING DATE 10/ 0,1/14 DRWG VACNVI801015 Cracked or Broken This drawing specifies ^epairs for a truss with broken chord or web member. This design 5 valid onIy fo- single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are altowed Contact the truss nanuFacturir for any repairs that do not comply with this detail, B) = Damaged area, 12' max length of damaged sec „ion L) = Minimum ralling distance on each soie OF damaged area (B) S) = Two 2x4 or two 2xS side member%, same size, grade, and species as damaged member, Appiy One scan per face, Minimum, side member Lengths) = (2)<L) + (3) Scab member length (S) must be within the broker planel. Nall. into 2x4 members using two (2) rows at 4o,c., rows staggered, Nail into 2x6 members using three C3) rows at 4' o,c,, rows staggered NaK using 10d box or Gun nafts (0,128'x3', min) irto each side member. The mdxlmuM perKtted lunber grade for use with this det alk Is United to Vis1,,?QI grade #1 and MSR grade 1165CF. This repair detal', may be used for broken connector plate at mid - panel sptices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, 1- oken chord may not support any tie -In loads, 4' c: c T y p ol 0 + 0 0 + 2' Stagger Pack Face Icaj Box C0,128' x 3', min) NaitFl D= Front Face 2x4 'member - Double Row Stagger P— M—h., - Trinip Row Stacoere miembe- Repair- DetoR Load Duration = OX Member forces !may be increased For Duratior, of Load Maximum Member, Axial. Force Member Size L SP---C HF DF-L SYP ec Oril y 2x4 12, 620# 635# 730# B0014 Web ] nI.Y 2x4 is, 97 1 1055# i295# 1415# web or Chord'l 2x4 9754 ()—A I495# i 1745# We or Chord l 2X6 24' 1465# 156541 2245# 26204 1 — Web or CF)ordl 2x4 1 1,0 # 1960# 23154 2555# Web or Chorcil 2x6 I 3C' 2230# 2365# 3125# 3575# Web or ihord3 2x4 2470#I 2530# 2930# 3210# 36, Web or Chord' 2x6 3535# 3635tt 4295# 4745# Web or _1 Chorol2x42975# 3045# 3505# —o0835-5#14 42' iweb or Chord 2X6 43 5# 4500# 5225#1 5725# 1web or Cher -di 2x4 34 0# 3540# 40704 4445# Web cr Chords 2x6 48' i It S L L malt Spacing Detajl I 111wl 110 111 L 11LL 10111 IN a" 1111111113 WMTM7— fL*N= TWS ZPAVM TZ w-L U00PAITM INCLURM TW WTALLM pq " A h— tr..nQ =UU.d P., 37 -PP*b oh*0 Y 't's to dl — f un, U AN nW MMPANY I=V- 4 !P11=11 Pn =vv, U— 0 " pr. w,y P- neonTYe ,.r bAW4 13— Ee, hUY,MOON5 L KVrt=— L SPAC' NG 24.0' MAXI REF MEMBER REPAIR DATE 10/ 01/114 DRWG REPCHIRD1014 jw3; SHOIIING DETAIL RECOMMENDED SHORING DETAIL NO'E 15 PALLETS OF CONSTPUCTION MATERIAL WEIGWNG MORE THAN 5GOO ARE TO BE RLACED ON FLOOR TnUSSES, SHOOING IS REQUIREO. TI0N HATERIN ET, MAXIMUM AD OVER 1, PLAIES AND RJAL ANO LABOR alO TO RrmOVr T TME SUPPLIED AC r011 CLEAR SZPAN Fill lillipill 91APRF-Y, 7127/v SCALE - NONE neF DETAIL QATE 05/()Vt.5 DRW HC1239607A a r Alpine, an IT°W Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone,(800)755.6001 alpin itw.com Site information; Customer, Carpenter Contractors of America Job Number, N330090 JobDescription: VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,P,/O1 Address: City, State, Zip Name, Address and License of Structural EOR if one exists for the building. Name: License #. .State: Address: City, State, Zip: Job Engineering Criteria; Design Code. ; FBC 6th Edition (2017) View Version: 17.02,02 1213.21 JRef#: 1WaH89750129 Wind Standard: ASCE7 10 Wind Speed (rnptl), 150 Roof Load (pso: 20,00-10 00- 0,00- Moor Load (pso: 40.00-10,00- 0,00- 5.00 5,00 This package contains a job notes page, 53 truss drawings and 4 details: Item Seal# Truss ue. Item, :Seat #.. F irrs5 11 118.1607,2 8833 A1` KK 117.18.1607.2 568 A2 3 117,18,1607,23474 A3 4 117,18-1607,23411 A4 5 117.18A607,23116 A5G 6 117.18.1607 23615 A6C, 7 11718,160723832 B1C 8 117,18,1607,23100 62 9 117,18,1607,23272 B3 10 117,18,1607,23318 B4 11 117,18.1607,23645 B5G 12 117,18,1607,23287 L1G 13 ` 117.18A607.233 0 C1 14 117,181607,23677 C2, 15 117,18,1607,23178 C3 16 117.18,1607. 3708 C4 17 117.18A607.23521 MG1 18 117,18.1607,2 631 MV6 19 11718.1607,23458 MV4 20 117.181607.23534 MV2 21 11718.1607.23195 FG1 22 117,181607.23397 FG2 23 117,181607.23709 FG3 24 117,18.160713616 FG4 25 11718.16073194 HJ7 26 11718,160723303 HJ7L 27 117,18A607,237 5 HJ5 28 117,18,1607 131 HJ3 29 117.18,160712960 EJ7 30 117,18,1607,2 5 EJ71- 31 117,18.1607.23239 EJ5 32 117,18.1607.23162 EJ3G 33 117.18A607,23069 CJ5 34 117,18,1607237 0 CJ3 35 117,18.1607.23741 CJ3A 36 117,18,1607,22961 CJ1648 E VQ NIW l& @il8i Thi, document has been electronically signed and sealed using a Digital Signature. Printed cnptes without an original signature must be verified using the c oriat electronic version, Florida Certificate of Product Approval #FL1999 Printed 4/30/2018 9:45:10 AM Alpine, an ITW Company 6750 Forum Drive. Suite 305 Orlando, FL 32837 ALPINE Phone. (800)755-6001 allpinertwicom Site Information: Customer Carpenter Contractors of America I Job Number N330090 JobDescnintlon VARIOUS 9A6,i9A7,213MA/213MB1213TA/213TBI213SE 0211,R/01 Address. City, State, Zip Item —Seal Truss item !Seal #_ Truss 37 117 18 160723801 CJ5L 38 ::117 18 1607 23006 CJ3L 39 11718 160723021 CJ1L 40 117 18 1607 23473 FT1GE 41 117,18 160723585 FT2 42 117 18 1607 22962 FT3 43 11 7. 18,1607,23396 FT4 44 117,18,1607,23226 FT4A 45 11 TI& 1607 22991 FT5GE 46 117 18,1607 23334 FT6 47 117,18 1607 24004 FT7 48 1117 18,1607.23084 FT8 49 117 18 1607 23537 FT9 150 1117 18 1607 23786 FT10 51 117,181607 23070 IFT11 152 117 18 1607,2297.1 IFT12 53 11 T 18,1607,233 FT13 01 WKU tATE (5 ov eY10NA_ lC ' to This signed 0 '0,1018 - nfied u—ig the ."g—I v ...... T3 /2 Florida Certificate of Product Approval #FL1 999 Printed 4,'30/2018 9 45 10 AM Job Number N310090 VARIOUS 9A6,'9A7 213MA1213MB121.3TA12131 i3,213SE .021 R1;10l Truss Label: At Loading Criteria (psf= li TCLL 20 00 1 TCDL 17 00 BCLL- 000 BCDL. 10.00 Des Ld 47 00 NCBCLL 10 00 Soffit 0 00 Load Duration 1 25 Spacing 24.0 " Illy. i S( ON: 102.36 ! 15 COMN Est r 9 5 JRef lWaH89750129 O(y. 6 FROM ,,,!f nrwNU 1 17 18. 1607 23833 K:.' ''1HK 041271201E I f; a a, 34 X£3 2k4 (.., d 30 - 1 4 J 22 2 12 Wind Criteria Snow Criteria (r q Pf n PSr) Defl/CSI Criteria A Maximum Reactions (lbs) Wind Std- ASCE 7-10 Pg NA Ct- NA CAT NA PP Deflection in loc Ltdefl L# Loc R U / Rw / Rh / RL 1 W Speed 150 mph Pf NA Ce NA VERT(LL) 0 100 1 999 360 B 1543 f 430 1027287 14.0 Enclosure: Closed Lu NA Cs: NA VERT TL 0.383 1 999 240 F 1543 t 430 110271- ! - 140 Risk Category II Snow Duration NA HORZ(LL). 0.045 H - Wind reactions based on MWFRS EX C HORZ(TL): 0 110 H B Min Brg Width Real = 2.1 Mean Height. 23.91 ft Code 1 Misc Criteria Creep Factor_ 2-0 F Min Brg Width Req = 2.1 TCDL 4.2 psf BCDL: 5 0 psf Blau Code: FBC 61h.ed 2017 Max TC CSI_ 0 972 Bearings B & F are a rigid surface g9i I MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSC 0-927 Members not listed have forces less than 375# Dist 3_00 IT Re factors Used: Yes pMax Web CSI 0.417 Maximum Top Chord Forces Per Ply (lbs) LeeeLoc. from endwa(C not in 9.00 ft FTiRT 20(0),`10(0) Iype( s) Chords TensComp. Chords pens Comp GCpi:0. 18 Plate Wind Duration- 1.60 WAVE VIEW Ver '17.02.02A 1213 21 B - C 97-7 -2570 D - E 783 - 1773 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/ 30/2013 by ALSO Bracing a) 1X4 # 3SRB or better continuous Lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min ). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint- substitute ( 1) scab for (1) CLR and (2) scabs for ( 2) CLR'S where shown- Scab reinforcement to be same size, species. grade. and 80% length of web member Attach with 0.128x3' gun nails @ 6' oc. Wind Wind loads based on MWFRS with additional C&C member design E ce gi xaag 04 0 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, handlin . ship ping, installing and bracing_ Refer to and follow the latest edition of BCSI (Building Component Safetyinformation. by TPI andSBCA) or satety practices prior to performing these functions Installers shall provide temporary, bracing per BCSI_ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[terly attached ngid cellinct Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7. or k310. as applicable Apply Oates to each face ofptruss and position as shown above and on the Joins 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 drawin any failure to build the truss in conformance with ANSII PI 1, or for handlrn shipping, installation and bracing of,trussesA seal on this drNing or cover page , . listing this drawiniq indicates acceptance of prd essionat engineering responsibility solely for the design shown. The suifability and useofthisdrawingforanystructureistheresponsibilityoftheinklingDesignerperANSI/TPI 1 S'dc.2. ror more r for at ar see this jabs enerai noses page and here web srtEs ALPINE v.ww. aipinedw.com, 7.f www lgin t of : SBCA w-, sbondustly corn ICC —,nsaf C - D 783 -1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Cornp. Chords Tens Come B - J 2192 - 720 1 - H 2189 742 J - 1 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens. Cornp. Webs lens Comp C - 1 413 - 822 1 - E 413 - 822 D -I 935 -383 2400 take Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 — - — -- 1 VARIOUS 9A6/9-A7 2131DAf2131013f2131A213TB/2133I 021 R/01 Truss Label: A2 fPcrq 13' 6`9' 4 U2.12 illy ._. Oty 2 17' 4 SI ON. 10237 / T4 / f111 S C uSt RI<8975 JRef Mar189750129 I ROM. ,JP l DnvNO 1 17 18 1607 23568 KM / hF 04/27/2018 23'2" 12 30. 6'2 12 G 9`4 i t 4X6 4XG 12 2X4 s2X4 N Or n rj 4X6iA2) K4X4 15X5 4X4 4X6{A2, l a. 30' 5' 5' 1 0' 'Y i Loading Criteria po Wind Criteria Snow Criteria r r I-f , PSI . Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Stall ASCE'-1G Pig NA Ct NA CAT NA', PP Deflection in loc L defl L/# Loc R ' U Rw Rh I RL W TCDL 17 00 Speed 150 rplm Pf NA Cc NA VERT(LL) 0 073 J 999 360 B 1548 ! 433 1032 `- 254 4 0 BCLL 0 00 Enclosure Closed Lu NA Cs NA VERT(TL) G 281 J 999 240 G 1548 433 032' - 4 0 BCDL 10 00 Risk Category II Snow Duration NA HORZ(LL) 0 027 1 - Wind reactions based on M4^JFRS EXPC Des Ld 47 .r',O HORZtTL) O f}E6 I i BMinBrgWidthReg5 Mean Height 23 41 NCE3CLL . 0 G0 Code i Misc Criteria Creep Factor 2 0 G Min Br Width Re, 5 gg ' TCDL 4 psf Soffit 0 GG BCDL 5 G psf Bldg Code FBC 6fh ed 2G`7 Max 1 C CSI 0 45 a Bearings B & G are a rigid surface I Load Duration m 25 MSVFRS Parallel Dist hi2 to h TPI Sid 2014 Max BC CSI 0 449 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 0 243 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwali not in 9 00 if FTlRT 20(0)'10(0) Chords Tens Conic Chaos Tens- Comp GCpi G 18 Plate Type(s) Wind Duration 1 60 NAVE VIEW Ver_ 17 02 02A '1213 21 B - C 1058 2598 E - F 990 -2227, Lumber C - D 990 - 2227 F - G 1057 - 2598 D- E 851 -1642 Value Set 13B(Effective 611r2G13) Top chord 2x4 SP #1 T2 2x4 SP #2 N Maximum But Chord Forces Per Ply (Ibs) Botchord2x4SP2400f-2 OE Chords Tens Comp Chords Tens Comp i Webs 2x4 SP #3 Lumber value set " 13B' uses design values B - K 2237 -812 J - 1 1635 -523 approved 1/30/2013 by AI_SC K - J 1635 - 501, 1 - G 2237 - 840 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MVVFRS with additional C&C Webs Tens Comp Webs dens. Comp. member design C - K 310 - 508 E - 1 607 - 243 K - D 607 - 243 1 - F 310 - 508 Is r t s f i If. 14kTE10 s e q a G0 p4- 04 30%2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWiNGI IMPORTANT** FURNISH i-HIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin . handling, shiptping, installing and bracing. Refer to and follow the latest edition of 6CSI (Building Component Safety Information, by TPI andSBCA) for satety practices prior to performing these functions installers shall provide temporary bracin per SCSI Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachmidceii(nq Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or L 10_ as applicable. Apply Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise- Nefer to drawings 160A-Z for s andard plate positions Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviat€on from this drawing,any failure to build the trussinconformancewithANSI,NE PI 1, or for handlings shipping, installation and bracing of.trussesA seal on this drawing or cover page _ listing this drawing, indicates acceptance of pro 'esslonaT engineenna responsibility solely for the design shown. The sum ability 2400 Lake Orange Dr. and use of thisrawing for any s ructure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more nform tion su th s bl> , r is rol rot a - and these web sties Al PINE — .1 he tw com. TPI — a utor S13GA. —ox sbcindustr corn ISC. ww,. ccsafe or. Orlando FL, 32837 p 4 -- -P'. ° 8' Y '1 Job Number: N330090 _ Illy. 1 StON.10238I 13 EIIP,"i CGstPR8975,Mot 1NIaH89750129 VARIOUS ,9A6t9A7 213hAA`213MB;213i1V213T[3 2=3SE ,02, Ri01 Cty. 2 1RC3M JREI '. DrwNo. 117 18.1607.23474 Truss Label A3 Kro CF 04-2712018 5'11" 4 11' 19'........ 23`10 2 30 511 A 5or' 12 8' 4`10"2 6'1"14 6DXS 2 5E5 12 i 2X4 Wg 2 4 C o (a) E G 4X6( A2) _.5X8 6X6 4X6(A2} i A, 30' A. 1' 1010 10 1' 10` 20' 30` Loading Criteria ps4 Wind Criteria Snow Criteria (F----c rr in Pv ) DefUCSI Criteria A [Maximum Reactions (Ins) TCLL: 20 00 Wind Std: ASCE 7-10 Pg NA Ct. NA CAT_ NA i PP Deflection in loc L!defl Lr# Loc R I U t Rw i Rh J RL I W TCD1- 17 00 Speed: 150 ruph Pf NA Ce: NA VERT(LL)- 0 100 1 999 360 B 1596 f671 1031t- /220 t40 BCLL 000 Enclosure- Closed Lu NA Cs- NA VERT(TL). 0 361 1 999 240 G 1618 / 6- 1 10311, - 14 0 BCDL 1000 Risk Category II Snow Duration- NA HORZ(LL) 0 040 1 - Wind reactions based on. MWFRS Des Ed 47 00 EXP C HC7RZ(TL) 0 092 1 B Min Brg Width Req = 1 9 Mean Height 22 91 fl,G Min Farr Width Re i 9 NCBCLL 10 00 TCDL42psfCode / Misc Criteria Creep Factor 2 0 q Soffit 0 00 BCDL 5 0 psf Bldg Code: FBC 6th ed 2017 Max TC CSI 0 922 Bearings B & G are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to hit FPI Slide 2014 Max BC CSI 0 878 Members not listed have forces less than 375# Spacing: 24-0 " C& C Dist a- 3 00 ft Rep Factors Used Yes Max Web CSt 0.210 Loc- from endwall not in 92 00 If FTIRT0(0)110(0) Maximum Top Chord Forces Per Ply {Ibs) Chords Tens Comp Chords Tens Camp GCpi 0 18 Plate Type( s) Wind Duration 1 60 WAVE VIEW Ver. 17 02 02A 1213 21 B - C 1137 - 2730 E - F 1031 - 2415 Lumber C - D 1026 - 2362 F - G 1130 - 2771 D - E 948 - 1956 Value Set 13B (Effective &V2013) Top chord 2x4 SP #2 N :T2 2x4 SP #'t Maximum Bat Chord Forces Per Ply (Ebs) Bot chord 2x4 SP #1ChordsTensComp_ Chords Tens- Comp - Webs 2x4 SP #3 W32x4SP #2 N Lumber value set "13B" uses design values B - J 2357 - 902 1 - G 2390 - 892 approved 1i3012013 by ALSC J - 1 1995 -647 Bracing Maximum Web Forces Per Ply (Ibs) a) 1X4 #3SRB or better continuous lateral restraint Webs Tens Camp Webs Tens Comp to be equally spaced Attach with (2) 8d Box or Gun nails(0-113"x2 5", min-) Restraint material to be C - J 285 -387 E - 1 552 - 178 supplied and attached at both ends to a suitable J - D 544 - 168 1 - F 281 - 378 support by erection contractor. a) or scab reinforcement may be used in lieu of CLR # F€ restraint. substitute 1) ( ,scab for ( 1 }CLR and scabs for (2; CLR'S where shown Scab 6 e reinforcement to be same size. species, grade, and 80 rt length of web member- Attach with 0 128x3' gun nails @a 6" No I * Loading 648 Truss passed check for 20 psf additional bottom ; 7 chord live load in areas with 42"-high x 24'-wide Ir clearance - Wind o JE C- 4: ffi Wind loads basedon MWFRS with additional C&C member design fQ 228 0- 1 30, 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 fabricatingq, handlin . shipping, installing and bracing- Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) or safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI- Unless noted othervase,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached n cm id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insUled per BCSI sections B3, B7 or L 10. as applicab-Ie Apply Oates to each face a ttruss and position as shown above and on the Joint Details, unless noted otherwise- Refer to drawings 160A-Z for s Oates plate positions Alpine a division of LW Buildin Components Group Inc shall not be responsible for any deviation from this drawin ,any failure to build the truss in conformance with ANSI. i PI 1 or for handlinq shippin installation and bracing of.tiussesA seal on this drNing or cover page 2400 Lake Orange Dr listing this drawing indicates acceptanceofprotessiona engineermc responsibility solely for the design shown. The suitability 5, to 1,0 and use of this hawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. 1 Orlando FL F o more r e3anseet, s job's ties eral notes pajo and ,1,_se .eb sirs A; FINE. w— aivr. elw.co=7r. I EI. vww.tpino org- SBCA ww e _bundustly coin. !CC ve,nx ,acsa'e. org , 32837 1 Job Number: N330090 Ply. 1 Si -UN. 10239 1 12 r HIPS CAlst R R8975 JRef: 1WaH891750129 VARItOUS ,9A6/9A7 213PriAf213MB/213TAt213TB,'213SE ,02t R10l Cry. 2 FRQP-st. JJP DrwNo: 117.16 1607.23411 Truss Label: A4 KM I DF 04/27/2018 9' 15 21, 30 6C6 4p4 ,.6 X6 TL 12 B ihin F 3X6+A1, 6X6 6X6 3XC A'i A, 30' i 10' 10 10' 0 20' 30 i Loading Criteria psf1 Wind Criteria Snow Criteria (F9.Pf m PSF i Defl/CSI Criteria A Maximum Reactions (Ibs) I TCLL 2000. Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Joe L,tdefl t /# Loc R i U Rw / Rh / RL =` W i TCDL 17 00 Speed 150 mph Pf: NA Ce: NA VERT(LL) 0 083 D 999 360 B 1548 / 659 102: I HF ; 4 0 BCLL 000 Enclosure Closed Lu NA Gs NA VERT(TLr 0 320 D 99, 2409 F 1548 t 659 .' '1023/ - , - i 4 Q BCDL 10 00 Risk Category II Snow Duration NA HORZ(LL) 0 036 H - l=Vind reactions based on MWFRS Des La 47 00 EXP C HORZ(71L) 0 087 H B Min Brg Width Req = 1 8 NGBCLL 10 00 Mean Height: 22 41 ft Code / Misc Criteria CreepFactor 2 0 F Min Brg Width Req = 1 8 Soffit 0 00 TCDL 4 2 SfR BCDL 5 0 psf Bldg Code: FBC 6th ed 201i Max TC CSI p.799 Beaungs B & F are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 tPl Std: 2014 Max BC CSI Q855 Members not listed have forces less than 375# I Spacing 24 0 " C&C Dist a 3 60 If Rep Factors Used Yes Max Web CSI 0-262 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9.00 ft FT/RT 20(0)110(0) Chords Tens Comp. Chords Tens Comp GCpi 0 18 Plate T YR e( Is' Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 B - C 1024 -2467 D - E 1043 - 2171 Lumber C - D 1044 - 2171 E - F 1024 - 2467 Value Set: 13B (Effective 6/1t"2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2-OE 12 2x4 SP #2 N Chords Tens Comp- Chords Tens Comp. Bat chord 2x4 SP # 1 Webs 2x4 SP #3 B - 1 2080 56 H F 2080 74 Lumber value set" 1313" uses design values I - H 2383 -886 approved 1/30r'2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens. Comp Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design C - 1 517 -124 H - E 517 -124 vzek RdL A.a seAll. L P' 40 278 04 30i2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinc, handling shipping. installing and bracing- Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformationbyTPIan SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI- Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrudceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclnInstalledperBCSIsectionsB3, B7 or Ri 0 as applicable Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise- C7efre 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 truss in conformance with ANSI, PI 1 or for handling, shippin. installation and bracing of trussesA seal on this drawing or cover pagelistingthisdrawing, indicates acceptance of ppro ess€otla_ engineering respansibr!€ty solely for the design shown. The suipave and use of this drawing for any structure is fihe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For rpore fori..aiior c n €ott_s 90 era soles page and .hese web s tes IcLPINE }ow, alpine tw cem: I'PI xMn !io,st Org SBCA. vw see ndi stry cot, CC: wwv.= c,csaf 2400 Lake Orange Dr. Sure 150 Orlando FL, 32837 } Job Number: N 33009C, P!y. 1 VARIOUS 9A69A7 .213MA 213M[3,'21 3TAt213TE3 213SE .02, Rr01 O y. I Truss Label: A5G 3. 3,. 1 1' 2" 12 157"4 rc 8X8 4X6 r[.2X4 D E F T2 t. 12 6 2X4 Cto) 4X6( C 8) W2 B q. .. -.. L K 4X8( C8) 6X8 H1014 1` 6'10'4 8-9" 61G4 157,.4 SEQN. 10240 r i 1 1-1111S f:ust pf .8975,'Ref WaH8 750 29 FROM JRH Dn;,No 11718163723M-, KM DI 04t2712018 23' 3 ' 4. 12 7 8x8 G a a) W6 5X5(C1) T3 ih H v J 4 2X4 8X6(C'1) 1 i` 6"8 6'10'4 1' 23 ' 12 33 I , Loading Criteria ,pssr, Wind Criteria Snow Criteria t ;1 in ,Sr' Defi/CSI Criteria A Maximum Reactions (Ibs) TCLL 20 00 Wind Sid ASCE 7-10 Pg_ NA Ct NA CAT NA PP Deflection in loc. Ltdefi L/# Loc R t U Rw / Rh RL /W TCDL 17 00 Speed: 150 mph Pf_ NA Ce NA VERT(LL) 0 259 F 999 860 B 3,59 1 BCLL 000 Enclosures Closed Lu NA Cs NA VER-PTL H 3028 I }149 0972F5792401491- - f 4 0 r`- t- .- 140 BCDL 1000 Risk Category 11 Snow Duration_ NA HORZ(LI-) 0 060 J - Wind reactions based on MWFRS F. XP C Des Ld 47 00 ' HORZ(TL): 0-143 J B Min Brg Width Reg = 3.1 j Mean Height: 21.91 If H Min Br Width Re 2 5 NCBGLL1000TCDL 4-2_ psi Code l Misc Criteria .Creep Factor 2-0 g q = I Soffit 0 00 BCDL 5-0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI. 0.974 Bearings B & H are a rigid surface Load Duration. 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0.744 Re Factors Used: Yes Max Web CSI. Members not listed have farces less than 375# Spacing 24 0 " C&C Dist a: 3.00 it p 0-857 Loc- from endwali_ Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp GCpi: 0-18 Plate Type(s). Wind Duration _ L60 WAVE, HS VIEW Ver 1702 02A 1213 21 B - C 2753 - 7692 E - F 3366 - 9482 C - D 2635 - 7593 F - G 3367 - 9483 LumberSpecialLoadsD - E 2310 - 6681 G - H 2217 - 5983 Value Set 13B (Effective 61112013) --(Lumber Dur Fee -1 25 / Plate Dur-Fac =1.25) Top chord 2x4 SP #1 T2 2x6 SP 2400f-2 OE TC From 78 pit at -1 00 to 78 pit at 7 00 Maximum Bat Chord Forces Per PI T3 2x4 SP 2400f-2 OE TC- From 39 pit at 7 Ogre 39 pit at 15_60 y (Ibs I Bot chord 2x6 SP 2400f-2.OE TCFrom 78 pit at 15 60 to 78 pit at 31 00 Chords Tens Comp Chords Tens- Comp Webs 2x4 SP #3 W2 2x4 SP #2 N_ BC. From 20 pit at 0 00 to 20 pit at 7-05 g - L 6803 -2425 K - J 5269 - 1931 W6 2x6 SP #2 N BC: From 10 pit at 7 05 to 10 pit at 1560 i BC From 20 pit at 15 60 to 20 pit at 30.00 L - K 8544 - 3066 J - H 5275 - 1929 Lumber value set '13B' uses design values TC 438 to Cone Load at 7 05 approved 1530? 2013 by ALSO TC: 101 Ib Conc. Load at 7 06 Maximum Web Forces Per Ply (Ibs) TC: 237 lb Cone - Load at 9 06,11 06,13 06,15.00 Webs Tens Comp Webs Tens- Comp Bracing BC583lbConcLoadat705a) 1X4 # 3SRB at better continuous lateral restraint BC 136 ib Conc. Load at 9 06.11 06,13.06,15 00 L - D 2414 -661 F - K 416 -704 to be equally spaced Attach with (2) 8d Box or Gun BC: 1498 Its Cone Load at 1560 L - E 958 - 2360 K - G 4642 - 1581 nails(0 113"x2-5" min ) Restraint material to be E - K 1186 - 380 supplied and attached at both ends to a suitable support by erection contractor- t gr a) or scab reinforcement may be used in lieu of CLR restraint. substitute ( 1) scab for (1) CLR and (2) scabs for ( 2) CLR`S where shown. Scab reinforcement to be same size, species, grade, and m 80% length of web member_ Attach with 0-128x3" gun r nails @6" no o y Wind I i a Wind loads and reactions based on MWFRS- 5TAT E a dm ,tp a.78 Aug Figtd6A$# WARNING"" 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 tBuilding Component Safety information by TPI art i SBCA) for' safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted othervvise,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro aerly attached r1 id ceiling Locations shown for ermarrent lateral restraint of webs shall have bracing instailed per BCSI sections B3. B'r or k 10, as applicabge Apply plates to each face ofptruss and position as shown above and on the Joinf Details. unless noted otherwise Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Buildin Cornponents Group Inc shall not be responsible for any deviation from this drawina.any failure to build the truss in conformance with ANSI I PI 1 or for handling, shippiy Installation and bracing of-trussesA seal on this drawing or cover page , . listing thisdrawing, indicates acceptance of pprdtessronaf engineering responsibility solely for the design shown. The sm ability and use of this drawing for any structure is tIle responsibility of the E3uilding Designer per ANSI/TPI 1 Sec.2. or more r for -or"', sr e this )ob_s ge. reral notes page and these web sites. ALPINE — alh:neiry corn TPI wax tpinst. org: SBCA. 4awwcsbcindustry. corn. ICG. www.iccsafe. ALPINE! 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number N 330090 PIv: i St ON: 10241 T6 / HIPS C ust PR8975 JRef 1WaH89750129 VARIOUS ,9A519A7 21iMA/213MEi121,iTA/213T B 2 ?SEA -02i € !01 Oly. I I I2C;M €{M1 DrvNo 17 18 1607 23015 Truss Label: A6G Est 1 Di 04J27,'2018 7' 10'1"12 1519'10'A 23' 30' 6X6 4X4 14X4 -:4X4 6X6 C D E T2 F G 12 _r 6 B H v I A- .. .. ,. N M L K 5X8(C2) i r - 2X4(C2) ZX4 SSGr1 _•, X8 SS07?7_ r2X4 5X8{C( 2X4(C2) 30 1 61QA _ S1, 12 5' 5' 31"12 610'A 1 6'10" 4 10, 15` 20' 23'1 12 30' Loading Criteria Fsf Wind Criteria Snow Criteria F1.3 Pf,n FSF DefIICSI Criteria A Maxirnunf Reactions (lbs) TCLL BCD_ 2000 Wind 1 ASGE 7- 10 lPu NA Cs NA CRT- NA VER1ef ection in ! ac Lfdef t,=`# ,Loc R d U Rw ` Rh , RL a' W 9 NACtNATCDLZ00 Speed: 150 mph Pf NA Ce NA VERT(t-L) 0 254 E 999 360 B 3047 / 1238 r - l 4 0 Enclosure Closed 0 985 E 575 240 H 3048 , 1239 - t 4 0 Risk Category II BCDL 1000SnowDuration NA RZiLLl 0 07 J Wend reactions based on MWFRS Des I_ d 47 00 EXP C HORZ(TL) 0 188 J B Min Bug Width Real == 2.5 Mean Height- 21-91 f H Min Br Width Re NGBCLL 0-OQ TCDL 4 2 psf Cade l Misc Criteria Creep Factor 20 9 q = 2-5 Soffit 0- 00 BCDL: 5 0 psf Bldg Code: FBC 61h ed 2017 Max TC CSI: 0-681 Bearings B & H are a rigid surface Load Durations 1 25 MWFRS Parallel Dist 0 to hit TPi Sid 2014 Max BC CSI_ 0621 Spacing 24 pMembers not listed have forces less than 375#" C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI: 0 729 Maxirnunr Top Chord Forces Per Ply (Ibs) Loc. from endwall_ NA FTJRT20(0)1110(0) Chords Tens Comp. Chords Tens. Comp GCpi 0 18 Plate Type(s) Wind Duration: 1. 60 WAVE, '18SS VIEW Ver 17 02 02A 1213 21 B - C 2370 - 5870 E - F 2866 - 7185 C .. D 2526 - 6332 F - G 2526 - 6334 Lumber D - E 2866 - 7185 G - H 2372 - 5872 Value Set 13B ( Effective 6/1,12013) Top chord 2x4 SP 2400f-2,OE :T2 2x6 SP #2 N Maximurn Bot Chord Forces Per Ply (Ibs) But chord 2x4SP2400f-2 OE Chords Tens Corn Chords Tens Comp Webs 2x4 SP #3 P P__ Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 B - N 5148 - 2055 L - K 6435 - 2578 Lumber value set ' 1313" uses design values N - M 5121 - 2049 K - J 5123 - 2050 approved 1.301/ 2013 by ALSC M - L 6434 - 2577 J - H 5150 - 2056 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs Webs Tens Comp Webs Tens. Comp Wind N - C 643 - 146 L - F 922 -354 Wind loads and reactions based on MWFRS- C - M 1913 - 752 F - K 642 - 1252 i M - D 643 -1253 K - G 1912 - 751 k D - L 924 - 355 G - J 645 - 147 111 E - L 545 - 856 A i Asa t00 0. 1 30 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 SCSI (Building Component Safety informationbyTelandSBCA) for satety practices prior to performing these functions Installers shall provide temporary bracing per BCSIUnlessnotedotherwise,top chord shall have properly attached structural sheath€n44 and bottom chord shall have a pro 1erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3. B7 or t 10, as applicable ApplyOatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions Ai Alpine, a division of ITW BuUding Components Group Inc. shall not be responsible for any deviation from thiNIE s drawing,anfailuretobuildthe1trussIn conformance with ANSI IPI 1, or for handlln shipping. installation and bracing of trussesA seal on this drawing or cover pa e - . 2AO 1 Lake Oran r r listing this drawingindicatesacceptanceofprofessidnarengineeringresponsibilitysolelyforthedesignshown, The suitability `J and use of this rawing for any structure is the responsibility of the Building Desigr er per ANSifTPI 1 Sea2. Suite 150 o: :are t rma,=.,n see tt-is lab's (1, n al rc[es Cafe and nE e ,eb s tes Al f' NE n rw:- alp,— t,a- cem T I Je tpnst. org: SQC.? -wv.• s6; d- s corms 1CC. e,— c. safe erg Orlando FL, 32837 Y _ ..--- --- -- - .... - Y - Job Number: N330099 o(y. 2 SEON. 10242 t 26 / COMNj Cust RR8975 JRel lrfuaHS9750129 VARI0US,9A6/9A7.213MA,,213MBi213,A;2131E12 zSE-02"-RA)l Oty. 1 FROM.JRH DrwNo: '17.18.150723832 d Truss Label: BlG KM t Ur 04i2 12Ci& 2 Complete Trusses Required r5 1 9' 5 9"4 _ 21 4" X4 16 12 i I 12 4x4c Sxs 4X4 Al 2X4 3}8 3X1i'1,X12 ri 3J 214 1 f a3` y'3 ati 20 10 6, 21`4" Loading Criteria rnsr' Wind Criteria Snow Criteria €t a If PSFI 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 Lidefl L!# Loc R U Rw I Rh ' RL / W TCDL 17.00 Speed 150 rnph Pf NA Cc NA VERT(LI-) 0 088 H 999 360 B 2222 ' 466 8 0 BCLL, 0-00 Enclosure- Closed Lu NA Cs- NA VERT(TL) 0 328 H 999 240 F 4909 1779 8-0 BCDL_ 10.00 Risk Category: II Snow Durations NA HORZ(LL) 0 019 H - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ( 1- 0 045 H B Mi n Big Width Reg = 1.5 NCBC(_L 0 00 Mean Height00 Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Reg = 20 Soffit 0-00 42 psf15 BCDL 5.0 Pat BldgCode FBC 6th ed 2G17 Max Ta C CS 658 hearings B & F are a rigid surface - Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 597 Bearings B & F require a seat plate. Spacing_ 24.0 " C&C Dist a- 3.00 ft Rep Factors Used No Max Web CSi 0 838 Loc- from endwalC Any FT/RT 20 0)I10 0 Members not fisted have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) GCpI. 0.18 Plate Type(s) : Chords Tens Comp Chords Tens- Comp. Wind Duration: 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Wind B - C 401 -2091 D - E 327 - 1863 C - D 328 -1865 E - F 663 - 4470 Value Set: 13B (Effective 6t11/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1=`30,12013 by ALSC 13racing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.11 Yx2.5".min ) Restraint material to be supplied and attached at both ends to a suitable Support by erection contractor Nailnote Nail Schedule -0.128"xY nails Top Chord. 1 Row @12 00" o c. Bat Chord 1 Row @ 625" o c Webs 1 Row Co, 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber DurFac =125 / Plate But Fac=125) TO From 78 pit at -1 00 to 78 pit at 15-80 TC: From 39 pit at 15.80 to 39 pit at 18.47 TC From 78 pit at 18.47 to 78 pit at 22 33 BC. From 20 pit at 0.00 to 20 pit at 15.80 BC: From 10 pit at 15.80 to 10 pif at 18.47 BC- From 20 pif at 18 47 to 20 pit at 21-33 BC 3753 !b Conc- Load at 1580 BC 1263 lb Conic Load at 1847 w a E ` a CIZ o g N 0 0-1i"0?018 Maximum Got Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - J 1836 - 342 1 - H 3909 - 573 J - 1 1836 -343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp Webs Tens Comp D - 1 1416 - 173 E - H 2201 - 228 I- E 338 -2573 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 BCS1 (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigqid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or ioroasapplicableApplydatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails. unless noted otherwise kefer to drawings 160A-Z for standard plate positions Alpine, a division of ETW Building Components Group Inc shall not be responsible for any deviation from this drawing.any failure to build thetrussinconformancewithANSliPl1orforhandlinshipping, installation and bracing of_trussesA seal on this drawing or cover pace. . listing this drawing, indicates acceptance of pror essronai engineering responsibility solely for the design shown, The sui8bilrty, and use of this drawing for any structure is the responsibilintty of the wilding Desrgrier per ANSI/TPI 1 Sec.2, or more -rkfor siton e t s you S Qe 12 a. nCPE?5 Dade and rl - , eb-5tP Ai PLNE NVX alp, Corn TP \JNW.tp. Si.0 - cieCA. W.R`N!_S i2 G; d 2FiiConl NJ+hY. CCJrif Elm 2400 Lake Orange Dr. f- Suite 150 Orlando FL, 32837 Job Number: N330090 Pry. 1 SEON. 10243 / T25 / COMN, Cust- R R8975 JRef. 1VVali89750129 VARIOUS .9A6/`9A7 .213MA/213MB/213TA/2l3TB/2I3S1 ,021 .R/01 Oty- 1 FROM. JLJ DrwNo117.18 1607.23100 Truss Label B2 KM I DF 04/27,2018 1' 4 J 5,. 4X4 I /> 4 2X4 G H r 4X4rA2j :. 4X4 - SX5 4X4 A2; Loading Criteria bso Wind Criteria Snow Criteria (Pg,Pf m PSr , Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 2000.Wind Std ASCE 7-10 Pg NA Ct NA CAT NA', PP Deflection in toe L/defl L,/# Loc R U Rw - Rh / R[ W TCDL 17 00 Speed 150 mph Pf NA Cc NA VERT(LL) 0-049 1 999 360 B 1123 i 322 / 774 t - 214 ! 8 0 BCLL 0 00 Enclosure Closed Lu NA Cs NA VERT TL) 0 186 1 999 240 3 F112. f 322 .774 ' .. r - 8 0 Risk Category II BCDL1000Snow Duration. NA HORZ(LL) 0 020 H - Wind reactions based an MWFRS EXP: C Des La 47 00 HORZ(TL) 0-049 N B Min Big Width Req = 1 6 Mean Height 15 OG it Code / Misc Criteria Creep Factor_ 2.0 F Min Brg Width Red = 1.6 INGBCLL1000p ; TCDL- 42psfBearingsB & F are a rigid surface Soffit- 000BCDL- 5.0 psf Bldg Code FBC 6th-ad 2017 Max TICCSI_ 0-375 g g Load Duration 1 25 MWFRS Parallel Dist_ 0 to h12 TPI Sol 2014 Max BC CSI 0.688 Bearings B & F require a seat plate I Spacing 24 0' C&C Dist a 3-00 it Rep Factors Used Yes Max Web CSI 0.177 FTIRT 20` } Members not listed have forces less than 375# 0,t Loc. fromendwall: not in 4 50 If '1Q(0) GCpi 0 18 Plate Types) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp_ Chords Tens Comp_ Wind Duration 1 60 WAVE VIEW Vei 17-02 02A 1213 21 Lumber B - C 608 - 1765 D E 570 - 1474 C - D 570 -1475 E - F 608 - 1764 Value Set: 13B (Effective 611:`20 43) i Top chord 2x4 SP #2 N Maximum Dot Chord Forces Per Ply (Ibs) Bat chord2x4SP #2 N Chords Tens. Comp. Chords Tens Comp Webs 2x4SP #3 _ Lumber value set "13B" uses design values B - 1 1511 -434 H - F 1510 -460 approved 1 / 30=/2013 by ALSC I - H 1029 - 226 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs TensComeWebs Tens- Comp_ member design C - 1 225 - 395 D - H 461 - 172 1 - D 464 - 172 H - E 224 - 395 ft3 6 TE o 14 NA 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. handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety InformationbyTPIandSBCA) for sa isty practices prior to performing these functions Installers shall provide temporary, bracing per SCSI Unless noted otherwlse,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro (p erly attached n id ceiling Locations shown for ermanent lateral resfraint of webs shall have bracin . installed per SCSI sections B3, B7 or tf1 Q as applicabge ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise- Refer to drawings 160A-Z for standard plate positions Alpine, a division of ETW 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, of for handling, shipping. Installation and bracing of,trussesA seal on this drawing or cover page _ p400 Lake Orange s listing this drawing, indicates acceptance of protesslonaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any s acceptance is the responsibility of the urlding Designer per ANSIfiPI 1 Sdc.2 Stn.te 150 or more -Seem Gl his gene, -alemote _ r'a~~ rd ilia-'e we.b 5 i PING. ur - atp_ re 6: cps:?; TPI vww tp—1 orq. SBCA. µn •.sb fusl,y corn ICC aevi+ry P.. Or ando (L, 32837 w _...sate or Job Number N330090 Illy 1 SEQN 10244 I 132 COMN Cush. RR8975 JRef 1WaH89750129 VARIOUS 9A619A7.213MA/213MB/2131A/213TB/213S[. 02/,R/01 Oty 3 FROM HMJ I DrvvNo 117 18 1607 23272 Truss Label: B3 KM DF 04/27/2018 4X4D 12 2X4 4X4 EC G F 4X4(A1) 3X8 3X8 15's, 108, 5' 108 158' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pfm PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in too L/defl L/# Lee R / U Rw / Rh I RL W TCDL 17,00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 018 C 999 360 B 856 /237 628 169 BCLL 0 00 Enclosure Closed Lu NA Cs NA VERT(TIL) 0086 G 999 240 F 757 1221 /466 BCDL 10 00 Risk Category 11 Snow Duration NA HORZ(LL) 0 007 G - - Wind reactions based on MWFRS Des Ld 47 00 EXP C I HORZ(TL) 0 023 G B Min Brg Width Reg = 1 5 NCBCLL 1000 Mean Height 15.00 If TCDL 4 2 psi Code / Misc Criteria Creep Factor 2 0 F Min Big Width Reg = - Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0,485 Bearing B is a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to L/2 TPI Std 2014 I Max BC CSI 0 538 Bearing B requires a seat plate Spacing 24 0 C&C Dist a 3 00 If Rep Factors Used Yes Max Web CSI 0,327 Loc from endwall not in 4.50 It FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) GCpi 0 18 Plate Type(s) Chords Tens Comp Chords Tens Comp Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber B - C 430 -1161 D - E 302 -691 C - D 292 -711 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bat chord 2x6 SP #2 N Chords Tens ComaWebs2x4SP #3 Lumber value set "13B" uses design values B - G 985 436 approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Wind loads based on MWFRS with additional C&C member design C - G 265 -483 E - F 337 -744 Right end vertical not exposed to wind pressure. G E 619 -218 0,41/30/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatiniq, handling shipping. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation. by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erlyattacherpidceilingRkY. Locations shown for ermanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, B7 or 10asappirr-ab e. Apply Oates to each face of"Iruss 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 ITW Buildin ,Components Group Inc shall not be responsible for any deviation from this drawing,apy failure to build the truss in conformance with ANSI PI 1. or for ffandlin, shippy installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of Pro essionailriengmeerrily responsibility solely for the design shown. The _m 8eb i I ity r heanduseofthisdrawingforanystructureis responsibility of the uilding Designer per ANSUTPI 1 Sec.2. Suite 150 or moreinformationweut, ot, s ra, r-se-a'd rh-el e meb—,111sAL NE 11AllValpllle'll 11n-L 11 -wLlplslo.SBCA "w sbandustry com ICC iccsafe lrg, Orlando FL, 32837 qe, -- — _P_ __ _ ___ TR Job Number: N't30090 Ply. I SE ON 10245 t 1_23 HIPS C.ust. RR8975 JIRO lWaH89-150129 VARIOUS 9A6'9A7 2 13MN2 l3p1Ht2!3! " A72131H;213SE 02, R,,01 Uty. 1 [-ROM Dtwfdo 1 17 18 1607 23318 Truss Label: 34 KM Di 0412 7;2018 4'1 91 12'4" 16,5" 2 1'4' 4 l' 3 4' 4 1" 4XG 4X4 D F- 12 ZX4 2X4 G 4X4(A2) 4X4 5X5 4X4(A2) 8' 5'4" 8' 8' 13'4" 21'4" Loading Criteria 1psft Wind Criteria Snow Criteria tr,ri 1,f,n flsP, Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20 00 Wind Sid ASCE 7 10 Pg NA Ct NA CAT NA PIP Deflection in loc. L/defI L/# Loc R / U i Rw Rh RL W TCDL 17 00 Speed 150 mph Pf NA Cc NA VERTiLL% 0075 D 999 360 B 1123 /323 /773 186 8 0 3CLL 000 Enclosure Closed LU NA Cs NA VERT(TL) 0329 E 999 240 G 1123 /323 / 773 80 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(ILL) 0035 D - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL.) 0. 2 1 - - B Min Brg Width Reg = 1 6 NCBCLL 10 00 Mean Height 15 00 If Code I Misc Criteria Creep Factor 2 0 G Min Brg Width Reg = 1 6 Soffit 0 00 TCDL 4 2 dsf Bldg Code FBC 6th ed 2017 Max IC CSI 0 390 Bearings B & G are a rigid surface Load Duration 1 25 BCDL 5 0 psf MWFRS Parallel Dist 0 to h12 TPI Ste 2014 Max BC CSI 0682 Bearings B & G require a seat plate Spacing 24.0 C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSC 0.150 Members not listed have forces less than 375# Loc from endwall not in 4 50 it FT/RT 20(0)1'10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0 18 Plate Type(s) Chords Tens Comp Chords Tens Come Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213 21 Lumber B - C 674 -1779 E - F 604 - 1475 C - D 604 -1475 F - G 674 -1779 Value Set 13B (Effective 6(1/2013) D - E 553 - 1 173 Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens Comp Chords Tens Comp Lumber value set "1313" uses design values approved 1/30,'2013 by ALSC B - J 1527 -500 1 - G 1527 - 52C i - 1 1173 -325 Wind Wind loads based on MWFR8 with additional C&C MaXIMUM Web Forces Per Ply (Ibs) member design Webs Tens Come Webs Tens Comp J - D 393 121 1 - F 222 -398 E - 1 390 121 W MATE O 27 NAk_ 0-1 "0/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rFUSSeS require extreme care in fabrrcatin handling shipping. installing and bracing Refer to and follow the latest edition of SCSI (BuildingomponentSafetyInformation. by TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary lacing per BCSI Unless rioted otherwise.top chord shall have property attached structural sibeathin and bottom qhord shall have a properlyttachUrudcallingLocationsshownfoyermarientlateralrestraintofwebsshallhavebracingjuslailedperSCSIsections33B7orR10 as applicab e Apply Oates to each face o truss and position as shown above and on the Join Details, unless noted otherwrs6 Refer to irawings 160A-Z for standard plate positions Mpine, a division of ITW Buddin Qomponents Group Inc shall not be responsible for any deviation from this crawing,any failure to build the russ in conformance with ANSII PI 1, or for handling, shippiry installation and bracing of trUssesA seal on this drawing or cover spa e fisting this drawin , indicates acceptance of ) neerin responsibility solely for the design shown. The AbilitytheessionaengiauiduseofthisgrawingforanystructureisheresponsibilityoftheduildingDesignerperANShTP11c2. or more inforfnat'Ort Sex th's iob s aenr,a notes vane and rtos, —b sites 1L "NE . ...... TPI SRCA —W Reim woz 2400 1 ' ake Orange, Di Suite 150 Orlando FL, 32837 Job Number. N3.30090 Ply.. 1 SIQN ...._ .. 29 29t0246r715f31F ;; r:,s±.t RE1R'S JRef ', >'llaHfl0 0 VARIOUS .9A6i9A7 -213iv1A 1 sNIB 213TA.213 t-f3r2, 3SE ,02 Ri01 Qty: t MOM JRH IJrwNc, 117.18 607.23645 Truss Label, 95G KM DF 04/2-1f2018 144' 214" 7'4 ,. C 8 T2 gD 12 B E A F F! G 4X8(B3) 4X4 6X6 4X8(B3) A, ? 1 4 7'1" 12 6'10"4 4" 7 1„12 14' 21'4., Loading Criteria iksfr Wind Criteria Snow Criteria JPg Pf In PSr) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT: NA', PP Deflection in too Lfdefl L/# Loc R / U Rw• I Rh I RL J W iCDL Z00 Speed 150 mph Pf NA Ce: NA VERT(LL). 0 102 H 999 360 B 2135 I617 8 0 BCLL 000 Enclosures Closed Lu NA Cs- NA VERT(TL)0 395 H 999 240 E 2136 017 8 0 BCDL_ 1000 Risk Category 0 Snow Duration_ NA HORZ(LL)_ 0.042 G - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0 101 G B Min Brg Width Red = 2.5 Mean Height- 15 00 f E Min Br Width RE 2 5NGBGLL00TCDL42psf . Code 1 Miss Criteria ,Creep Factor 29 g q = Soffit 0 00 Bldg Code- FBC 6th ed 201 Max TC CSI: 0-930 Bearings B & E are a rigid surface BCDL 5.0 psf Bearings B & E require , a seat late Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Sal 2014 Max BC CSi: 0 890 g q p Spacing_ 24.0 " C&C Dist a 3.00 ft Rep Factors Used No Max Web CSI. 0.308 Members not listed have forces less than 375# Lee,- from endwall: NA FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) _ Maximum Top Chord Forces Per Ply (Ibs) Chords Tens -Comp Chords Tens. Comp Wind Duration t60 WAVE VIEW Vei 17 02 02A 1213 21 Lumber B - C 1112 - 3922 D - E 1"13 - 3913 C - D 956 - 3479 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x6 SP SS: Maximum Rot Chord Forces Per Ply (Ibs) Bet chord 2x4 SP #1 Chords Tens Comp Chords Tens Cornp_ Webs 2x4 SP #3 Lumber value set "13B' uses design values B - H 3419 -952 G - E 3412 953 approved 1/3012013 by ALSC H - G 3452 -953 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs- Webs Tens Comp Webs Tens Comp and 1-0-0 overhang End jacks have7- 0- 0-0 cant C - H 02 41 G - D 806 43 Leftsidejackshave7-0-0 setback with g j 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang- Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang tts fr Wind Wind loads and reactions based on MWFRS-` 648 Tgn m- Nf i 0 2 7 h P R111 ; t a1 0- 1! 0 201 d WARNING`" READ AND FOLLOW ALL. NOTES ON THIS DRAWING' IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS musses require extreme care in fabricatingy, handling, shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building component Safety Information, by TPI andSBCA) for safety practices prior to performing these functions- Installers shall provide temporary racing Rer SCSI Unless noted otherwise top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown fof permanent lateral restraint of webs shall have bracinct installed pet SCSI sections B3, B7 or 910, 1sapplicabgeApplypplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails. unless noted otherwise. Refer to ® irawings 160A-Z for standard plate positions II---._,i alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the INIE russ in conformance with ANSI Lf PI 1, or for handlinq, shipping, installation and bracing of.trussesA seal on this drawing or cover page _ , 2400 Lake Orange D stingthisdrawingindicatesacceptanceofeoessionaengineerin,gg responsibility solely for the design shown. The suitability Suite 150 induseofthisdrawingforanystructureistheresponsibilityofthet3uildingDesignerperANSI/TPI (Sec.2 br more 'ormalzon sse. Cis ob's ae—@=- notes cage a^d these—b saes ALPINE nnaw vo,neiov com TPI w rwlarnsi.oro. SBCA. —.ICC — rc--re oro Orlando EL, 32837 Job Number- N330090 VARIOUS .9A6v)A7 .213MA/213MB1213TA/2131-13f213SF 024 R/01 Truss Label: LIG 7' a. 7, Ply_ 1 S( QN. 10247 s T47 i HIPS Cust RR8975 JRef 1WaI189750129 Qty 1 i" ROM. JRH DiwNo. 117. 18. 1607. 23287 KM Dr 04/ 27f2018 9' 2; 16' 5X8 5X5 12 C T2 D 4 N r- B E 3s A F N G 4X8( A2) 4X4 2X4 4X8(A2) 16' 7'3" 8 1612 Ti 12 I 1 7,3, 8 8`10`4 16` Loading Criteria 2sn Wind Criteria Snow Criteria lPg Pf n PSFI Defl/CSi Criteria A Maximum Reactions (Ibs) TOLL 20 00 Wind Std ASCE 7-10 Pg NA Ct NA CAT: NA i PP Deflection in loc Ltdefl L# Lee R U Rw Rh ! RI_ / Vs TCDL 17 00 Speed: 150 mph Pf NA Cc NA VERT(LL) 0.117 G 999 360 B 1890 1580 80 BCLL 0 00 Enclosure- Closed Lu NA Cs NA VERT(TL): 0.431 G 688 240 E 1890 ! 580 8 0 BCDL 1000 Risk Category: 11 Snow Duration_ NA HORZ(LL): 0.040 G - Wind reactions based on MWFRS Des Ld 4Z00 EXP: C - HORZ( TL)_ 0- 093 G B Min Brg Width Red = 22 Mean Height- 15. 00 ft E Min Br Width Re 22 NCBCLL 10TC:DL42psf .00 Code 1 MiscCriteria Creep Factor_ 2 p 9 q B& E are a rigid surface Soffit 0 00 BCDL_ 5.0 psf Bldg Code- FBC 6th_ed 201 Max TC CSI: 0Bearings .606 g g Load Duration125 MWFRS Parallel Dist 0 to h/2 TPI Sidi 2014 Max BC CSI: 0 921 Bearings B & E require a Seat plate Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSL 0.249 Members not listed have forces less than 375# Loc from endwali_ not in 4.50 ft FT/RT20(0)110(0) Maximum Top Chord Farces Per Ply (Ihs) GCpi 018 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber B - C 1375 -4518 D - E 13,77 -4586 a Value Set 13B (Effective 6., 112013) C- D 272 -4348 Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Got chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 Lumber valueset '1313" uses design values B - H 4269 - 1267 G - E d276 767 approved 1 /301/2013 by ALSC H - G 4313 - 1270 Special Loads Maximum Web Forces Per Ply (Ibs) Lutnber Dull _Fac-=1 25 1 Plate Dur Fac.=1.25) Webs Tens Como Webs Tens- Comp_ TC From 76 pit at -1 00 to 76 cif at 7 00 TC From 38 pit at 7 00 to 38 pif at 9.00 C - H 653 44 G - D 610 -40 TC From 76 pit at 9. 00 to 76 pit at 17.00 BC From 20 pit at 0 00 to 20 pIf at 7.03 BC From 10 pit at 7 03 to 10 pit at 8 97 BC From 20 pit at 8. 97 to 20 Pit at 16.00 TC- 411 in Conic Load at 7 03, 8-97 TC 97 Its Conc load at 7 06, 8.94 ya m w BC 586 lb Conc. Load at 7 03, 8 97 s Wind s f s Wind loads and reactions based on MWFRS- _ 92% A 01 n T N A L 0 78 r 0.1 302018IWARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, herndlin shiipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety information by TPI anSBCA) for so shipping practices prior to performing thesefunctions- Installers shall provide temporary, bracing per BCSI Unless noted otherwisetopchordshallhaveproperlyattachedstructuralsheathing9andbottomchordshallhave: a propperly attached ri id ceding Locations shown for ermanent lateral restraint of webs shall have bracing instailed per BCSI sections B3, B7 or 81 Q. as apple abge Apply fates toeachfaceoptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 160A-Z for s andard plate positions ( i11 t Alpine a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawin .any failure to build the L i f 1 V truss in conformance with ANSI 3 PI 1 or for handiinq, shiplary installation and bracing of trussesA seal on this dr wing or cover papa . , 2400 Lake Qrangr Dr listing this drawing indicates acceptance ofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing foranystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1SecZSuite150armarenformaUansc this oh_ s general Holes page and t1.=ss wetr s tes A(.N NF• w.nnn a pine tw cai ti ?Fi. www.tpins?.oro; SE3CA. ww'vsbcindustry. Corr. CC. vww.ccsafe oy Orlando Fi_, 32€337 Jot) Number: N330090 I Ply . SFQN. 10248 / T18 CONIN'. Cult RR8975Ji O 1VJijIf89750129 VARIOUS 9A6f9A7.213MAi213MBi213TAJ213TB1213SE 02-,Rini Qty. 2 FROM. JUP D Fit) 117 18 1 C07 2,3350 Truss Label: (,,i '.. KM / DF 04,27/2018 T Z 14.4" 7 2'' T 2' 4X6 B r s 12 c+> 6 u> v A C D 2X4(A 1) E 2X4 2X4 A1) 14 d 7:2" 2: 2„ 14A Loading Criteria nt+j Wind Criteria Snow Criteria (Pc Pf m Ps= Defl/CSI Criteria A Maximum Reactions (III TCLIL 2000 Wind Std ASCE 7-10 lag: NA Ct: NA CAT NA, PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL 17 00 Speed: 150 mph Pf_ NA Ce: NA VERT(LL) 0 016 E 999 360 A t / 142 , _ 122BOLL000EnclosuresClosedLuNACsNAVERTTL0062E999240 540C 85 r 223 { 540 ` - ; - i 4 078-5 BCDL 10 00 Risk Category 11 Snow Duration_ NA HORZ(LL) 0 010 E Wind reactions based on MWFRS Des Ld 4. 00 XP C Mean HORZ TI-C 023 E gAMinBr Width Real NCBCLL 1000 Mean Height 21-95 ft Code t Misc Criteria Creep Factor 2 0 Min Bi9 Width Req 1 5 Soffit TCDL 4 2 list(; listBldg Code: FBC 6th-ed 2017 Max IC CS I 0 702 Bearing C is a rigid sufLace 0-00 1- 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist h/2 toll TPI Sid 2014 Max BG CSI 0 744 Members not listed have fereas less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 128 Maximum Top Chard Forces Per Ply I Lee from endwat not in 9 00 ft FT/RT 2(l(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi0 18 Plate Type(s): Wind Duration 160 WAVE VIEW Ver 17.02.02A 1213 21 A - B 455 - 992 B - C 434 - 995 Lumber Set 13B ( Effective o11,2013) Maximum Pot Chord Forces Per Ply IIIValue Chords Tens Comp Chords Tens Comp Tap chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A - E 797 - 2 68 E - C 797 - 268 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1` 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design - LATE x ONAL r- tt .."8 atasc af aataa 041—,0' 2(l18 WARNING,. READ AND FOLLOW ALL. NOTES ON THIS DRAWING IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Crusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building component SafetyInformationbyTPIanSBCA) t sa shipping, practicespriorto performing these functions Installers shall provide temporary racing erBCSLUnlessnotedotherwee,top chord shall have properly attached structural sheathlnq and bottom chord shall have a propperly 3ttachUri id ceiling Locations shown for ermanent lateral restraint of webs shall have braelnqq iris, per BCSI sections B3 B-7 or 810. as applicableApplypratestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails. unless noted othetwtse- Refer to irawings 160A- Z for standard plate posltlons- VIdine, a division of ITW Building Components Group Inc- shall not be responsible for any deviation from this drawin .any failure to build the russ in conformance with ANSI,; PI 1 or for handling, shiplery installation and bracing of_trussesA seal on this dr wing or cover pa e . fisting thisdrawinggindicatesacceptanceofprotessiona( engineeniq responsibility solely for the design shown. The sui ability ind use of this growing for any structure is tine responsibility of the E3uildIng Designer per ANSI/TPI 1 Sec. 2. of more information aee this job's generai notes pace and these web saes. ALPINE. — aloineity, oim. TPI —or tomstom SBC — src,ndust, coixr. !CC wvrw ccsaf 2400 Lake Change Dr Suite150 Orlando FL- 32837 Job Number N330090 Ply t VARIOUS 9A6t9A7213MA/213MB/2131A/213]-B/218SE,021,R101 Qly_ 1 Truss Label: C2 6'6" 7'10" 6'6" 1 4 12 a rM A t 2X4(A1) C 4X6 4X6 B C F 04 144 SUON. 10249 1 114 l HIPS ,, Cust RR8975 JRef: lk/VaII89750529 i-ROM. JJP Diwelo. 117. 18. 1607. 23677 Kel 1 DF 0412712018 14`4' 66 U. O D F 2X4 ( A1) 6' 9" 8 76" 8 6 9 g 1 4:4.. Loading Criteria ipsf Wind Criteria Snow Criteria tPg Pf vr, PSI ) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20-00 Wind Std ASGE 7-10 Pg NA Ct NA CAT: NA', PP Deflection in roc Lidefl L'# Loc R U I Rw ,' Rh t RL l W JCDL 17 00 Speed: 150 mph PE NA Ce: NA VERTA) -0 015 F 999 360 A 698 1 280 i 454 t - 131 1- BCLL 0 00 Enclosure Closed Lu NA Cs: NA VERT(TL): 0 052 F 999 240 D 785 1 326 1541 t- 4 0 BCDL 10 00 Risk Category II Snow Duration NA HORZ(LL) -0 009 F Wind reactions based on MWFRS Des 40 00 EXP_ C Width Reg = - NCBCLL 1Q00 C Mean Height 2178 ft Cod Code / Misc Criteria rieri Creep Factor20 Cr epC actor gWidthRed = 1.5 Soffit L 0.00 TCDL4.2 psf BCDL: 5.0 psf g Code F ad 201i 00G17 Bearing is ngld surface- Load Duration: 1 25 MWFRS Parallel Dist: 0 to h€2 TPI Std 2014 Max BC CSI 0 742 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 0 080 Maximum Top Chord Forces Per Ply (Ibs) Lee from endwall not in 9.00 ft FTfRT20(0)110(0) Chards Tens Comp Chords Tens Comp GCpi 018 Plate Type( s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 A - B 478 - 1011 C - D 464 987 Lumber B - C 498 - 826 Value Set 13B (Effective 6/ 1/2013) Maximum Bet Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N Chords Tens Come Chords Tens Comp Bop chord 2x4 SP #2 N Webs 2x4 SP #3 A - F 817 - 292 F - D 793 - 301 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. 06 m'Zo W a IV l1ka ' StATE -or g 04 3Qr? 018 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. handle . shipping, Installing and bracing_ Refer to and follow the latest edition of BCSI (Building Component Safety Information byy TPfanSBCA) fc safe y practices prior to performing these functions installers shall provide temporary bracing per BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheq rp itrd cerlina LocationsshownforermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, Br or 910. as appllcart e Apply OatestoeachfaceOwesandpositionasshownaboveandontheJoint' Details, unless noted otherwise refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinqq Components Group Inc shall not be responsible for any deviation from this drawin ,any failure to build the truss in conformance with ANSli PI 1, or for handling. shipping. installation and bracing of.trussesA seal on this dr wing or cover pa e . listing this drawing, Indicates acceptance of pro[essrona[ engineering responsibility solely for the design shown. The su ability and use of this cawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Soc.2. For more :nformaron see this job's Generai notes page and these web sites. ALPINE w w alpinertw. corn To — tpinst. otq, SBCA. wvrvvsbcindustry com. ICC mnrw.iccsaf m4m 2400lake Orange Dr. Suite 150 Orlando Ft.. 32837 Job Number: N330090 Ply. 1 SFON 10250 r 110 SPI C, Cust. R R8975 JRet I'v aI489,750129 VARIOUS , 9A6/9A7,213MA1213MB(213T.A1213TS,`213SE 021 R101 Cry 1 rROM JJP 117 18 1607 23 178 Truss Label: C3 KM / DF 04/27/2018 4, 6:: 4 6' 12 6 cV A r - 2X4( A1) Ak, 7. 2:; 8.e.: 2, 8 A 4X4 D 4X4 4X6(SRS) B C H G 4X4 4X4 4' 4„ 14' 4' 1 0,. .._ i m F 2X4( A' ) 4 4 9" 8 3'6"12 511 "12 4 J" 8 8WA 14 4" 1 Loading Criteria Wind Criteria Snow Criteria 1Pg If — Psi Dell/CSE Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA, PP Deflection in loc L.`def L'# Loc R U Rw Rh ? RL i W TCDL 1700 Speed 150 m Pf NA Cc NA LLph VERTC0022999360A699277450 " 19 /4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT/Tt 0 084 C 999 240 784 321 E538 4 3 BCDI. 10 00 Risk Category II Snow Duration NA I-10RZrLL/ 0 ?09 G Wind reactions based on MWFRS Des Lot 47.00 EXP C HORZi, TL, 0 021 G A Min Brg Width Reg = 1.5 NCBCLL- 10 00 Mean Height: 21 62 ft Code / Misc Criteria Creep Factor 2 i E Min Ear Width Re 5 gqSoffit 000 TCDL 42 psf BCDL 5 0 sf Bldg Code: FBC 6th ed 2017 Max TC CS F 0 450 Bearings A & E are a rigid surface Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI 0 451 Spacing 24.0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 182 Members not listed have forces less than 375# Loe. from endwal8 not in 4.50 ft FT/RT20 0 10 (0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Co CompChords Tens Comp GCpP 0 18 Plate Type(s) Wind Duration_ 1.60 WAVE VIEW Ver 17 02 02A 121321 A - B 614 - 1106 C - D 596 -938 B . C 607 - 949 D - E 560 - 1031 LumberValue Set 13B (Effective 6/1!2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1t30/2013 by Al -SC Wind Wind loads based on MWFRS with additional C&C memberdesign Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Coinp Chords Is us Comp A - H 928 - 456 G - E 842 - 393 H - G 1044 - 524 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp_ Webs Tens Comp_ i C - G293 - 390 G - D 476 - 268 Nfl 0127, 04/: (} 20I8 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). handh . shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformationbyTPIandSECA) or safety practices prior to performing these functions installers shall provide temporary, bracing perSCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rig9idcannyLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSisectionsB3, Br or V 0. as applicableApplypplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails, sinless noted otherwise. refer to drawings 160A- Z for standard plate positions. Alpine. a division of ITW Buildin Components Group Inc shall riot be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI rI PI 1, or for handlmq, shipping. installation and bracing of.trussesA seat on this drawing or cover page, listing this drawinei, indicates acceptance of prolessionaJ engineering responsibility solely for the design shown. The siit0bIlity and useofthisdrawingfaranystructureistheresponstbilityoftheBuildingDesignerperANSIfTPI1Sec.2. r pore for^iatien see this job's @r ,e. ai note rage and these web sits ALPINE m _alpo t .^m: TPI wvro tot i t , r1 SN0 — sbc ndr Svy CC s a4 ,orb_ 2400 Lake Orange Dr. Sure 150 Orlando PI 32837 Job Number: N330090 VARIOUS 9A6/9A7 213M!-V213ML3i2l3TA/213T[,1/213SE 021,13/01 Truss Label: 24G 2'6" 5'2 " 2'6" 2'8" 12 4X6 4XI5(SRS) 6 C D B 4 3 A K 4X6(A2) 4X4 illy I SFGN 10251 / 19 / HIPS Gust RR8975JR0 icMIN39750129 Oty. I FROM JRH [)rwNo 117 18 160723708 KM , OF 04r27i2018 7 8" 9'4 14'4" 2'6" V8 5' 4X6 4X6 E F G 4X4 2X4 4X6(A2) 14'4 " -I 2'9"8 4`10"8 1'6"4ram,,__, 51 '12 2'9"8 T8 9'2"4 14'4" Loading Criteria rsf, Wind Criteria Snow Criteria I'g us , Defl/CSI Criteria A Maximum Reactions (Ins) TCLL 2000 Wind Std ASCE 7.10 Rd NA Ct NA CAT Nor PP Deflection In lac L!defl L/# Loc R / U Rw i Rh RL i VV TCDL 17 00 Speed 150 mph Pf NA Cc NA VERT(LL) -0 102 J 999 360 B 1471 '751 '40 BCLL 0 00 Enclosure Closed Lu NA Cs NA VERTTLi 0 383 J 713 240 G 1567 / 835 4 0 Risk Category I[ BCDL 1000 EXP C Snow Duration NA HORZ(LI-) -0 027 1 - - Wind reactions based on MVVFRS ea Des Ld 4700 Mn Freight 21 41 ft HORZ(1L) 0061 1 B Min Brg Width Req = 1 7 NCBCLL 10 00 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Rea = 1 8 Soffit 0 00 BCDL 5 0 psf Bldg Code FDIC (ah ed 2017 Max TC CSI 0 563 Beanngs B & G are a rgtd surface Load Duration 1 25 MVVFRS Parallel Dist 0 to h/2 TI Std 2014 Max BC CSI 0933 Spacing 24 0 C&C Dist a 3.00 ft Rep Factors Used Yes Max Won CSI 0.363 Members not listed have forces less than 375# Loc from endwall not in 4.50 it F-P1RJ 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ins) GCpj 0.18 Plate Type(s) Chords Tons Comp Chords Tens Come Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 B- C 1294 -2572 E-F 1343 -2444 Lumber C - D 1232 -2435 F - G 1527 -2790 Value Set 13B (Effective 6/1/2013) D - E 1534 -2788 Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) But chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tons Come orens Comp ChordsTCLumbervalue set '1313" uses design values B - K 2241 -1124 J - 1 2444 -l',143 approved 1. 130/2013 by ALSC K-J 3807 -2046 1 G 2419 -1316 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur pas --1 251 Plate Dur Fac =1 25) Webs Tens Come Webs Tens Came TO From 78 plf at -1-00 to 78 pit at 15 33 B-CFrom20Elfat0.00 to 20 pit at 14 33 C - K 884 - 492 E - J 814 -633 TC 150 lb Conc Load at 2 55 K - D 928 -1564 1 - F 570 -468 TC 438 b Conc [,add at 7 70 9.30 D - J 793 -1536 BC 68 b Cone Load at 2.55 ftfkatttt BC 191lbConc. Load at 770 9.30 S I WindWindloads and reactions based on MVVFRS v". Al IN o. 64 Xk $1ATE Mro 4 0 R\V 1;0 2`8 04 2 0 Is VARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT- FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care iiifabricatin hand ling shipping.. installing and bracing Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI an SBC A) or safety practices prior to performing these functions Installers shall provide temporary bracogyel-BCS1Unlessnotedotherwise,top chard shall have properly attached structural shearthin and bottom chord shall have a pro 1 temporary attache I mol ceiling Locations shown for ermanent lateral restraint of webs shall have bracing nelalled per BCSI sections B3. B7 or Re"; as applicable. Apply Oates to each face olLruss and position as shown above and on the Join Details. unless noted otherwise Beier 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 dravvingpy failure to build the ALPINE! truss in conformance will,, ANSI, PI 1, or for handling. shipping, installation and bracing of trUssesA seal oil this dr wing or cover pave L'r. , listing this drawin, indicates acceptance of pro) essiona engineering solely for the design shown. The writ ability 2400 Lake orang I. be e Designer V ANSI/TPI1 SecZ Sure 150 For irore and use of this drawing for any structure is responsibility of the Building esigner per see the a these sates: ALPINE o ilpw ovcom 1111 5 aig SK, 3 t- ,we's-p- aeaja _ _ _ t - - ------- 11"", -YI vtjpi!, t -, GA — ,bc_, ,d",try cam. [CC, —, ccsafeors Orlando F L, 328 7 Job Number N330090 f'Iv. 1 SF ON: 10252 f 111 t FJAC Crust: RR8975.1REt lWaH89750129 VARIOUS 9.A6t9A7 213MA/213M[3/213 I A,2131-B/2 I 38F ,02/ 13/ 1 Oty 1 I ROM Jt2H DrsvNo 11718 1607 23521 Truss Label: MG1 KM ! 0) 1 fW2712018 4X8 B 12 6 Ci A. D C 4X8 3X8 4X4(A1) A 44 4 27, 12 4A 4 7, Loading Criteria rt>sf1 Wind Criteria Snow Criteria W<t r 'fin RSA , Defl/CSI Criteria aA Maximum Reactions (Ibs) TCLL 20 00 Wind Std: ASCE 7-10 PgNA Ct NA CAT NAPP Deflection in loc L/def, L/# Loc R 1 U / Rw / Rh / RL W I TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(LL) -0 020 D 999 360 A 1212 t 476 - / 4 0 1 BCLL: 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 072 D 999 240 C 1498 7512 t- BCDL 10- 00 Risk Category It Snow Duration NA HORZ(LL) -0.010 D - - Wind reactions based on MWFRS EXP C Des Ld 47.00 - HORZ(TI_)_ 0-022 D A Min Brg Width Reg - 1 5 NCBCI L 10 00 Mean Height- 22.16 ft Cade (Misc Criteria CreepFactor20 C Min Brg Width Re q = TCDL 4 2 pat Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI_ 0 -5 Bearing A is a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to hf2 TPI Sid 2014 Max BC CS I 0 516 Spacing 24 0 " C& C Dist a_ 3-00 ft Rep Factors Used Yes Max Web CSi: 0 744 Members not listed have forces Tess than 375# Lee from endwall Any FT/RT 20(0)i10(01, Maximum Top Chord Forces Per Ply (Ibs) 1 GCpi 0.18 Plate Types}. _. Chords Tens Comp. Wind Duration 1 60 WAVE VIEW Ver- 17-02 02A-1213 21 A - B 530 - 1467 Lumber Value Set: 13B ( Effective 6111/2013) Maximum Bat Chord Forces Per Ply (Ibs) Top chord 2x4 SP # 2 N Chords Tens Comp Bat chord 2x6 SP 2400f-2 GE A - D 1208 - 403 Webs 2x4 SP #3 I Lumber value set " 1313" uses design values Maximum Web Farces Per Ply (Ibs) approved 1 /30/2013 by ALSO" Webs Tens Comp Webs Tens Comp Special Loads D - B 1954 -645 B - C 453 - 1169 I Lumber DUr-FaC-=1. 25 f Plate I Fac-=1 25) j TC From 78 pit at 0-00 to 78 plf at 7-00 BC. From 10 pit at 0-00 to 10 pif at 7 00 BC 698 lb Conc. Load at 2.06, 4 06, 6 06 Wind R &titddpt Wind loads and reactions based on MWFRS- a Right end vertical not exposed to wind pressure t , ATE t{{) 278 ° f+ xssIN FPmatu"3# 4 302018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING 1-0 ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fabricatinqct. handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information by TPl an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unlessnotedotherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a properly attacheq n44id ceding- Locations shown for ermanent lateral restraint of webs shall have bracingp instailed per BCSI sections B3, B7 or 810, as appleable Appfy Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise- Refer to drawings 16OA-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 truss in conformance with ANSL i PI 1 or for handling shippiry installation and bracing of trussesA seat on this drawing or cover pacTe . , 240o Lake Orange Dr listing this drawing indicates acceptance of ara essiona engineering responsibility solely for the design shown. The suai8bility and use of this drawing for any structure is the responsibility of the uriding Designer per ANSI/TPI 1 Sec.2. Suite 150 or mere Fa n, 3t;pn see tl+ s iob s O'e"erai notes [sage and these web sites sLPiNE w a e.tiw cos:. TPI — t . - Orlando F L, 32837 _ E _ ,' 3 _ .p - pr , t. orq- StC:. www abc,ndustr'}.conr, iCC. vsaw ic.csate orrf- 1 Job Number: N330090 Ply. I SFQN 10253 ' T44 1VAL Cust PIR8975 JlRe' IV,1,089750129 i VARIOUS 9A6/9A7 213MA1213M[3,1213l-A/213TB;213SF 02' N;01 Oty. 1 FROM )Pit F)rwNo 1 17 18 1607 23661 Truss Label: MV6 KM / [)t 0412712018 2X4 B 12 6 4X4(Dl) A 04 CD 3X6 5'11 "8 5'11"8 5'11 "8 Loading Criteria psf Wind Criteria Snow Criteria g F,f!r FSf DefI/CSI Criteria A Maximum Reactions (Ibs), or '=PLF TCLL 2000 Wind Slat ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in Ioc L/defl # Lee R I U 1 Rw Rh i RL W I TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(LL) NA D* 98 124 , 69 16 71 5 BCLL 000 EnCIOSUfe Closed LIJ NA Cs NA VERT(TL) NA Wind reactions based on MWFRS FOUL 1000 Risk Category 11 Snow Duration NA HORZ(L.L) 0011 C D Min Brg Width Red = - Des Ld 47 00 EXPC I H0RZ(TL) 0 026 C Bearing A is a rigid Surface NCBCLL 10 00 MeanHeight 22 56 ft Code I Misc Criteria Creep Factor. 2 0 Soffit o 00 TCDL 4 2 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 572 Members not listed have forces less Ilion -,75# BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist I U2 to h TPI Stall 2014 Max BC CSI 0496 Spacing 24. 0 C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0209 Lac from endwar not in 9-00 ff F T/RT 20(0)110(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber Value Set '1313" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure Additional Notes Valley truss connection to truss below shall be designed and furnished by others Is tATE Qz R 4 0 R iNN 27x" N4 SIONA 8 04 ;() 2018READ AND FOLLOWALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping metalling and bracing- Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall 1-rbve properly attached structural sheathin and bottom chord shall have a pro erly attachei wril ceiling LocationsshownforermanentlateralrestraintofwebsshallhavebracinginsUledperBCSIsectionsB3B7orN10asapplicableApplyplatestoeachfaceof= and position as shown above and on the Join Details unless noted otherwise Peter to drawings 160A-Z for standard plate positions A awing,any failure to build file Alpine, a division ofITWBruldinjComponentsGroupIncshallnotberesponsibleforanydeviationfromthisdiALRINE! truss in conformance with ANSI, PI 1, or for handlinj. shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Di listing this drawing, indicates acceptance of responsibilitysolely for the design shown. The sun ability r ero essiona engineenn and use of thisdrawingforanystructureis11eresponsibilityofthedUildingDesigtirperANSIfTPI1 Sec.2. Suite 150 FC- cCsaeQrOrlando FL 32837 — re -ofma!ior s e!Nsob e a,novl pale aI th— eb ALPINE alp,er,co, TPI —o tpost oi SBCA SC I)dUS!ryC— dob Number : N330090 Illy LICOD 10254 CRJReW 143 /VAI ristR8975flar-189750129 VARIOUS 9A6/9A 7 213WV213M[3 213 TA;2 3 1 Bi213SE 02, R/0 I Qty I fRO JRH F)rv,,N(, 117 18 1607 23458 Truss Label MV4 Kro Dr 04f27I2018 2X4 12 B 4X4( D 1 A 04 CD 2X4 311 " 8 311 " 8 S1 1 "8 Loading Criteria r. sr Wind Criteria Snow Criteria (Pg of in F,sI ) DefpCSI Criteria A Maximum Reactions (Ibs), or '=PLF TCLL 20 00 WrndStc1 ASCE7-10 Pg NA Ct NA CAT NAi PP Deflection in Ice L/defi L,,# Lee R 11 U / Rw i Rh I RL / W TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(I-L) NA D* 97 122 /67 15 /47 5 BOLL_ 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA Wind reactions based on MWFRS BCDL 1000 Risk Category 11 Snow Duration NA I-IORZ(LL) 0 003 C D Min Brg Width Reg -- - Des Ld 47 00 EXP C HORZ( TL) 0 007 C Bearing A is a rigid surface NCl3CLL 10 00 Mean Height 23 06 ft TCDL 4 2 DSf Code / Misc Criteria Creep Factor 20 Soffit 0 00 BCDL 5 0 Jest Bldg Code FBC 61h ed 2017 Max TC CSI 0 231 Members net listed have forces less than 375# Lead Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max 3C CSI 0 184 Spacing; 24.0 C&C Dist a 3 00 If Rep Factors Used Yes Max Web CSI 0 087 Loc from endwall not in 9-00 it FT/RT 20(0)"l 0()) GCpi 0 18 Plate TypeIs) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213.21 Lumber Value Set 13B ( Effective 6/1'2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set ' 1313" uses design Values approved 1130/2013 by ALSO Wind 1 Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others In"1114ifftlo 44 o XP.S FLt 51, AT E s 27 8 0- 1 30 - Im 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 SCSI (Building Component Safety Information, by TPI arid SBCA) or safety practices prior to performing these functions Installers shall provide temporary bracing yer,BCSI Unless noted otherwise top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attache rmid cedingLocationsshownforerruanentlateralrestraintofwebsshallhavebracinginstalledperSCSIsectionsB3, 137 or l 0 as applicab eApplyOatestoeachfaceforandpositionasshownaboveandontheJoinDetails. unless noted otherwise Peter to' drawings 160A-Z for standard plate positions Alpine, a division of I TW BuddinA-Cornisonents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewithANSIPI1, or for handlinq shippir-T, installation and bracing of trussesA seal on this drawing or cover pape I listing this drawiniq, indicates acceptance of ero essiona engineerin responsibility solely for the design .shown, The suitability arid use ofthisrawingforanystructureisheresponsibilityoftheduildingDesignerperANSI/TPI Is. 2. rri M— -malon sr '. th's r) 5 gene arrt flleye leb s e, ALF'1NE wv N alPMetw tol, TPI Mrp nvt o rs SPCA sbcIndustry com 'CC -Nl, C-1sat 2400 ake Orange Dr. sirre 150 Orlando FL, 32837 Job Number: N330090 Ply. I SEQN 10255 T42 'Vy,[, Ctist RR8975 JIRO 1bNa!18975()129 VARIOUS 9A619A7 213NIAi2l3MB/2131A 213!5;213SE 02, P,01 Qty I FROM 3jI1 DrwiNo 117 18 1607 23584 Truss Label: MV2 K ", + Df- 041127,2018 12 6 2X4 B 4X4(Dl) A 0"4 CD 2X4(-') V1 1 "8 111 "8 1'11 "8 Loading Criteria psf Wind Criteria Snow Criteria (Pg ill - PSF' Defl/CSI Criteria A Maximum Reactions (Ilash or *=PLF VC11, 2000 WindStd ASCE7-10 Fig NA Ct NA CAT NA PIP Deflection in too L/defl L/# Loc R / U ! Rw Ph j RL ; W TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(I-L) NA D' 97 127 /60 /17 /23 5 BCF,L 0 00 Enclosure Closed Lu NA Cs NA VERT(TL) NA Wind reactions based on MWFRS BCDL 10 00 Risk Category 11 Snow Duration I HORZ(LL) -0 000 C D Min Brg Width Red Des Ld 47 00 EXP C HORZ(TL) 0 001 C Bearing A is a?rgid surface Mean Height 23 56 it, NCBCLL 1000 Code / i Criteria Creep Factor 2 0TCDL42psf Soffit 000 Bldg Code FBC 6th ed 2017 Max TC CSI 0040 Members riot 'rated have forces less than 375# BCDL 5 0 Fsf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 FRI Sid 2014 Max BC CS1 0043 Spacing 24 0 C&C Dist a 300 ft Rep Factors Used Yes Max Web CSI 0.021 Loc from endwall not In 9.00 if FT/RT 20(0)110(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1 3B"uses design values approved 1/30/2013 by ALSC Plating Notes 1—) 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements Wind Wind loads based on VIVVFRS with additional C&C In"whii,jbmember design 4 Ae Additional Notes f4 Valley truss connection to truss below shall be designed and furnished by others STATE v ey? *1 027, 4 , se ONM- Nlelfsk" - — 04 1012018 READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handlim,., shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro Orly attached ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed R10 5 ailed per SCSI sections B3 B7 or as applicable Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions Alpine a division of IJW BLfl din 4CornponentsGroup Inc shall not be responsible for any deviation from this draw(ng,any failure to build the ittruss , conformance with ANSI PI 1, or for handling, shipping, installation and bracing Of trUssesA seal on this drawing or cover "pa listing this drawing, indicates acceptance of pro essional engineerin The u, At I I ity r In q responsibility solely for the design shown. ariduseofthisrawingforanystructureiseresponsibilityofthefuildingDesignerperANSIITPI1Sec.2. o- gyration se , t— )ots a i not paq, and rn-web s ics A P IN E ,w,, vp nit, con! TPi — tpnvt orb, SBC A — sbunduvt,y con, zCC — —.1, 52M ro 2400 Lake Orange Dr. Suite 150 Orlando R. 32837 Job Number; N330090 VARIOUS..9A.619A7.02;.Rf01 Truss Label FGi 2 Complete Trusses Required Pry 2 St ON. 10256 / 113 . FLAt CuM I2(8975 jRef 1WaH89 50129 O y 1 FROM. JRH D,wNo. 117.18 1607.23'195 K',1 DF 0412712018 5" 3,2"10 510" 15 8'8"1 10'8"6 12`10" 13'3" 5" 2'9,.10 2` 8"6 2'9"2 2'0'6 21"10 5" 4X1O 5X8 2X4 2X4 5X8 5X1O A B C D E F I W2 W4 W7 W9 i L K 1-1 M, G 3X6 5X1O 3X12 4X1O 6X12 4X6 X. 13'3" 2' 9" 2 29'2 Loading Criteria iprri Wind Criteria TCLL 40.00 Wind Std NA TCDL 10.00 Speed NA mph BOLL 0 00 Enclosure NA BCDL 5 00 Category NA EXP NA Des Ld 55 00 Mean Height NA ft NCBCLL_ 0_00 TCDL NA psf Soffit 2.00 BCDL NA psf Load Duration 1 00 MW€= RS Parallel Dist- NA 1 Spacing 24 0 " C& C Dist a NA't Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 611/ 2013) Top chord 2x4 SP 24001- 2 OF i Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W2 VV9 2x4 SP 2400f-2 OE W4, W7 2x4 SP #2 N Lumber value set"1313" uses design values approved 113012013 by ALSC Nailnote Nail Schedule 0 128'xY nails Top Chord 1 Row @ 2 50" o- c Bet Chord. 1 Row < 5.25" o-a Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur_Fac =1 00 t Plate Fur Fac_-1.00) TC: From 100 pIf at 0.00 to 100 pit at 13.25 BC From 10 pit at 0.00 to 10 pit at 13.25 TC 825 lb Conc Load at 0 1 T 2 19, 4.19, 6 19 8.19,10.19,12. 04 BC 789 Ib Conc Load at 6.54, 8 54,1069 BC 671 Ib Conc Load at 1269 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing_ Additional Notes 2'9"10 3A"10 ZY10 2'0" 2 0rO,i 811 ,0 11 2„14 13` 3 Snow Criteria ;Pg,Pf m PSF, Defl/CSI Criteria A, Maximum Reactions (Ibs) Pg. NA Ct: NA CAT_ NA, PP Deflection in too Lfdefl Lf# Loc R U Rw •I Rh t RL r W Pf- NA Ce- NA VERT(LL) 0 188 C 846 360 L 4678 7 - 4 0 Lu NA Cs NA VERT(TL) 0 329 C 615 240 M 5592 (- 6 2 Snow Duration NA HORZ(LL)- 0 038 A L Min Big Width Reel = 1 9 HORZ(TL) 0 052 A M Min Big Width Req = 2 3 Code ( Misc Criteria Creep Factor_ 2 0 Bearings L & M are a rigid surface Bldg Code: FBC 6th ed 2017 Max TC CSI 0 655 TPI Std: 2014 Max BC CSI 0 736 Members not listed have forces less than 375# Rep Factors Used No Max Web CSI 0785 MaxiolUm Top Chord Forces Per Ply (Ibs) FT/RT 20(0)110(0) Chords Tens Comp Chords Tens Comp Plate Type( s) A - B 0 - 3925 D - E 0 - 6173 WAVE VIEW Ver 17 02 02A 1213 21 B - C 0 -6168 E - F 0 - 3903 C - D 0 - 6243 AS e 3 TE ' Tr uss must be installed as shown with top chord up_ 110278 g C & s xst scascal 0-1 30i2018 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, handin shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI and SBCA) forsafetypracticespriortoperformingthesefunctionsInstallersshallprovidetemporary, bracing per BCSI finless noted otherwise,top chordshallhaveproperlyattachedstructuralsheathingandbottomchordshallhaveapropperlyattachedraqdceilinLocationsshownforermanentlateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910. as applleab`le Applgy pOates to each faceoptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise- Refer to drawings 16OA-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 truss In conformance with ANSF PI 1, or for handlln shipping, installation and bracing of trussesA seal on this drawing or cover pa e . , listing this drawing, indicates acceptance of pro essiona{ engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. F'o, more nh.fmauan See (i .00' s a re al rr oie _ Faae ana these web s tes A -PINE —1pneircom. TPI hv_ipiro g.. SEK' ± v.,w i .bc n s ^y_ con (. G -+rev ccire_,,q Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp K- J 4325 0 1- H 4335 0 1 - 1 6243 0 Maximum Web Forces Per Ply (Ibs) ! Webs Tens Comp Webs Tens Comp A- L 0- 2259 D- 1 0 - 672 A -K 4265 0 1- E 2371 0 K- B 0- 1789 E- H 0- 1932 B- .1 2472 0 H- F 4476 0 J- C 0- 655 F- G 0- 2467 2400 Lake Orange Dr_ Stone 150 Orlando Ft, 32837 Job Number: N330090 illy. VARIOUS 9A6,9A7 .213MA/213M[,31213TA,213TB!213SE ,02' Riot Qtv I Truss Label: rG2 2 Complete Trusses Required 5'l 87'l 1 5'1 3'6"11 St-' Q N 10251 t T 33 ' I I AI Cust R R8975 JR(lf 1 Wai 189750 129 1 110111 DrwNo 117 18 1607 23397 KM / DF 04/27/2018 13" 10"8 52" 13 2X4 4X4 2X4 4X4 A B C D H G E 3X6 2X4 F 3X6 4X4 8' 9" 12 41 50" 12 52" 12 3'6"1 1 5'1 " 1 57' 12 8'97 ITT T8 Loading Criteria poWind Criteria Snow Criteria P0 Pf ri PSF1 Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Reflection in loc L/defl L/# Loc R U Rw r Rh 1 RL W TCDL 10 00 Speed 150miah Pf NA Ce NA VERT(LL) 0 020 G 999 360 P 501 198 152 5 7 BULL 0 00 Enclosure Closed Lu NA Cs NA VERT(TL) 0 093 G 999 240 F 1740 392 187 '8 0 BCDL 00 Risk Category 11 Snow Duration NA HORZ(I-L) 0 004 A - - E 1227 i 146 247 EXP C Des Ld 5 00 HORZ(TL) 0011 A Wind reactions based on MWFRS Mean Height 1500ft Code / Misc Criteria Creep Factor 2 0 H Mir) Brg Width Red = 1 5 NCBCLL 000TCDL4 2 psf Soffit 2 00 BCDL 3 0 psf Bldg Code FBC Gth ed 2017 Max TC CSI 0 885 F Min Brg Width Reg 1 5 Load Duration 1 00 MWFRS Parallel Dist 0 to b/2 TPI Stall 2014 Max BC CSI 0 978 E Min Erg Width Req = - Bearings H & F are a rigid surface - Spacing 24 0 C&C Dist a 3.00 it Rep Factors Used Yes Max Web CSI 0.222 Lee from endwall Any FT/RT 20(0)/10(0) Bearings H & F require a seat plate GCpi 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1.60 WAVE VIEW Ver 17 02 02A 1213 21 Maximum Web Forces Per Ply (lbs) I Lumber Additional Notes Webs Tens Comp Webs Tens Come I Value Set 13B (Effective 611/2013) Truss must be installed as shown with top chore up C - F 153 -406 D - E 109 -392 Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 Ste #3 Lumber value set '1313" uses design values approved 1 li301201 3 by ALSO Nailnote Nail Schedule 0 128'x3" nails Top Chord 1 Row @ 6 25" a c Bot Chord 1 Row g, 12 00" a c Webs 1 Row Ca, 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Ole, Lumber Dur Fac =1 00 / Plate DW Fac =1 00) TC From 100 plf at 0.00 to 100 pit at 848 TC From 180 plf at 8 48 to 180 pit at 850 TC From 100 off at 8 50 to 100 plf at 11.33 TC From 390 pit at 11 33 to 390 pff at 1188 14 — BC From10pitat0.00 to 10 plf at 13 88 BC 1096 In Conc Load at 11.33 PUrlins The TC of this truss shall be braced with attached o 5tATE PIZ spans at 24' oc in lieu of structural sheathing 44—e c'. e , - N Wind 4c) p,\V Wind loads based on MWFRS AOtt 0- 1: 301/2018 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, handh% shipping, Installing and bracing Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary,' bracingyeiBCSI Unless noted otherwise, top chord shall have properly attached structural sheathin and bottom chord shall have a prc,Be,Iy attache ructcedinyLocationsshownforerrianentlateralrestraintofwebsshallhavebracinpinstalledperBCSIsectionsB3137or1asapplicableAgeyOatestoeachfaceof"Ilruss and position as shown above and on the Join Details, Unless noted otherwise Peter to drawings 160A- Z for standard plate positions Alpine, a division of ITW Buildtn Qomponents Group !no shall not be responsible for any deviation from the drawing any failure to build the I-AILP) N ' "' truss in conformance with ANSI, PI 1 or for handiml, shipping, installation and bracing Of tFUssesA seal on this drawing or cover page "D' listing this drawing, indicates acceptance of i ona engineering responsibility solely for the delign.shown. The SiJifAbility 24001 take Orange r t 0 essi 181, e Suite 150 and use ofthisravvingforanystructureisAreresponsibilityofthewildingDesignerperANSI/TPI I Sec.2. ror more nor fnw on see this L 1 ores -) Orlando FL, 32837 Ln o _sq!j,arzwl kie. ana these sires If —_,vlpn0,Rvv coin. TPI —w rpinsl 0a SBCA — sbcin&stry con: !CC -sale or, ALPINE. Job Number: N330090 VARIOUS 9A6/9A7 213M/V213MB/213TA?213Tli;213SI, 021 R/01 Truss Label: F G3 2 Complete Trusses Required 2'1 0"l 0 2'l 0" 10 4X12 2X4 A B W2 W1 H11 G 4X6 8X14 N PIV 2 SLON 10258 ; 1-22 / FLAT Cult. RR8975 JPef. l`V,/aH89750129 Qtv. I FROM. JRHI DrvNo 117 is 1607 23709 KM ; Dr- 04/27/20 18 5'5" 12 8'6'13 27 " 2 3'0"6 8'6"3 4X4 C 4X12 D W(3 VV7 tki F E 4X12 3X6 In 2'10"10 31 "2 2'6"6 2'10" 10 511 '12 8'6"3 Loading Criteria (pa) Wind Criteria Snow Criteria Pq Piro PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL_ 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT. NAB,PP Deflection in loc I-Idefl L/# Lee R U / Rw I Ph i RIF / W TCDL 10 00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 056 B 999 360 H 6217 i 316 /133 /38 BC,LL 000 Enclosure Closed Fu NA Cs NA VERT(TIL) 0 161 B 942 240 E 3753 /405 /133 BCDL 500 Risk Category 11 Snow Duration NA HORZ(Lf-) 0015 A - - Wind reactions based on MWFRS Des Ld 55 00 EXP C HORZ(TL) 0 029 A H Min Brg Width Reg 2 6 NCBCI-L 0 00 Mean Height 15 00 It Code / Misc Criteria Creep Factor 2 0 E Min Bm Width Req = - Soffit 2 00 TCDL 24 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0860 Bearing H is a rigid Surface BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max PC CSI 0 541 Spacing 24 0 C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0425 Members not listed have forces less than 375# Loc. fromendwall Any FT/RT 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0 18 Plate Types) Chords Tens Comp Chords Tens Comp Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 A - B 312 -4055 C - D 379 -3565 Lumber Wind B - C 312 -4055 Value Set 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 member design Chords Tens Connia Bot Chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W1, W7 2x6 SP #2 N G - F 3706 -387 W2. W6 2x4 SP 2400f-2 OF Lumber value Set T1 13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 11/30/2013 by ALSC Webs Tens Camp Webs Tens Comp Nailnote A - H 177 -2122 C - F 116 -631 Nail Schedule:0 128"x3" nails A - G 4296 -331 F - D 3883 -411 Top Chord 1 Row cot 375"oc B - G 124 915 D - E 201 -1704 Bot Chord 2 Rows @ 3 50" a c (Each Row) G - C 389 -9 Webs 1 Row W 4" o c Use equal spacing between Iowa and stagger nails In each row to avoid startling Special Loads Lumber Dui Fac =1 00 / Plate Dur Fac =1 00) ...yk X 5 550TCFrom450pitat00to450plfat TC From 100 pit at 5.55 to 100 pit at 8 51 BC From 10 pIf at 0.00 to 10 pit at 8.51 TC 373 e Cone Load at 1 47, 3 62 TC 100lbConc. Load at 555 BC 2('47 In Conc. Load at 097 BC 757 In Conic Load at 2 72, 472, 672 PC 1227 IN Core Load at 5,48 E Purlins The VC of this truss shall be braced with attached 4 spans at 24" No in lien of structural sheathing Additional Notes 0 27 8 Truss must be installed as shown with top chord up 04 '1020IS READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT— FURNISH THIS DRAWING 1-0 ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabfrcatin. handling. shipping, installing and bracing Refer to and follow the latest edition of SCSI (Building Component Safety Information by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing er BCSI Unless noted othervase,top chord shall have properly attached structural sheathin and bottom chord shall have gi progerl attacheTrimal cerliny Locations shown for ermanent lateral restraint of webs shall have bracinip installed per BCSI sections B3 Bt or I G. asapplicabeApoyOatestoeachfacetrussandpositionasshownaboveandontheJoinDetails. unless noted otherwise Refer to drawings 16OA-Z for standard plate positions Alpine, a division of IJW Buddin Conhfponents Group Inc shall not be responsible for any deviation from this drowingpy failure to build the trussinconformancewithANSI, PI 1 . or for hanchra shippiy installation and bracing of trussesA seal on this chr wing or cove listingthisdrawino, indicates acceptance of ero essiona engineerinresponsibility solely for the design shown, The "sViMbility r he and useofthishawingforanystructureisresponsibilityof the Building Designer per ANSI TPI I Sec,2. or rnote nf—,nauon See II j.IN s general notes page and tries, web sites ALPINE — alpne,tw. c— TPI ,v,, tpnst wq SECA — sb-,dustry Cori [CC — Vcsaft, x1gam"16, 2400 Lake Orange Dr SUre 150 Orlando FL. 32837 Job Number: N330090 Ply. 2 Sf QN: 10259, i T17 t f IA1 Crust RR8975 JRef 'WaII89750129 VARIOUS .9A619,A7 .213h4A/213MBl2' 31 : 2131B'213SF _02? R/01 Qty. , FROM. JRH DnvNo: 117.18.160723616 Truss Label: rG4 KM ' DF 04l2 12018 2 Complete Trusses Required A 2 10 12 2' 1 p" 12 2'10'12 Loading Criteria p=f) Wind Criteria Snow Criteria (t 0 r, ;n nSt ) Defl/CSI Criteria A Maximum Reactions (ibs) TOLL. 40 00 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U Rw ! Rh ,' RL ! W TCDL. 10 00 Speed 150 mph Pf_ NA Cep NA VERT(LL) 0.001 B 999 360 D 1096 ! 139 45 ? - BCLL: 0 00 Enclosure- Closed Lu- NA Cs NA VERT(TL)0 002 B 999 240 C 1263 ,' 188 145 !-r BGDL 500 Risk Category 11 Snow Duration_ NA HORZ(LL) 0 000 A - - Wind reactions based on MWFRS Des d 5 00 EXP.0 00i7 D Min Br Width Real = - 9 NCBCLL 0 00NC Mean q p 15 00 cF Criteria Creep0 0 C Min 8tg Width Req = - 4 TCDL: 4 2 sf 2 00 3 0 psf Bldg Code 2C' 7 CSI Load Duration. 1 00 MWF MWFRSParallel Dist. 0 to h.t2 TPI Stall 2014 Max BG CSI 0 026 Members not Fisted have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 166 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Lac from endwall Any FT/RT20(0),'10(0) GCpi 0 18 Plate Type(s) A - D 95 - 640 B - C 98 624 Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set- 13B (Effective 6/1,/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Naihnote Nail Schedule :0.128"x3" nails Top Chord- 1 Row @ 2-00" o.c. Bat Chord: 1 Row @12-00' o c- Webs 1 Row @ 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting_ Special Loads Lurnber Dur Fac =1 00 = Plate Dur.Fac.=1 00) TC From 390 pit at 0.00 to 390 pit at 2.90 BC- From 10 plf at 0.00 to 10 pif at 2 90 TC 411 Ib Conc. Load at 0.33 TC 790 Ib Conc Load at 2.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Truss must be installed as shown with top chord up r fE l a 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 ComponentSafetyInformationbyTPIandSBCA) for sa pety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedn4idceilinctLocationsshownforermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910. asapplicabgeApplyfatestoeachfaceofttrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. kefei to drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Buildin Components Grofrp Inc shall not be responsible for any deviation from this drawina.any failure to build the truss in conformance with ANSI i PI 1, or for handthr5ct, shipping, installation and bracing of.trussesA seal on this drawing or cover page listing this drawingg indicates acceptance of ro esstona engineerinqq responsibility solely for the design shown. The sui ability anduseofthisdrawingforanystructureisAreresponsibilityoftheE3cildingDesignerperANSItTPI1Sec.2. omore nfennat on see this ;era's 9enerai mates pie ano the,s - web s ten AiPINE " amine t co m Tr I. —1, ininst a .a SBCA .ahvw snc; ustry com ICC wmw ccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 Ply. I SEQN 10260 18 1 HIP Crist RR8975 )Hot 11,Val189750129 VARIOUS 9A6/9A7 213MAJ213rJB1213JA/213TI3 2=3SE 02, R/01 Oty 5 PROM. HM-1 DmNo 117 18 1607 23194 Truss Label: HJ7 KNI DF 04,27/2018 D `3., 5 9' i 0" 1 3'5 46' 11 D 12 4 24 2X4 C B A F E 4X42X4(Al) 9'2 2 7 " 14 1'5" - 9'2'2 916.1 Loading Criteria rsf) Wind Criteria Snow Criteria itlgrlf,,rlsDefl/CSI Criteria A Maximum Reactions (Ins) TCLL 20 00 Wind Sid ASCE 0 Pg NA Ct NA CAT NA PP Deflection in Ice L/defl _,,# Loc R i U Rw Rh RL W TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 034 F 999 360 B 425 /125 106 1 BCLL 0 00 Enclosure Closed Lu NA Cs NA VER T jf_7 0.133 F 999 240 E 447 /60 /D /0 1 5 i Risk Category 11 iBCDL1000Snow Duration NA HORZ(LL) 0.008 C - - D 302 /151 DesLd 47 00 EX P C HORZ( l L) 0 021 C E ind neactions based on MWFRS NCBCLL 000 Mean Height 15 00 If Code I Misc Criteria CreepFactor 2 0 Min Big Width Reg = 1 5 TCDL 4 2 lostSoffit 000BCDIL50psfBdgCodeFBC6thed2017MaxTCCSI0860MinBrgWidthRep = - TPI Slat 2014 Max BC CSI 0462 D Min Brg Width Red = iLoadDuration125MWFRSParallelDist0toh/2 Bearing B is a rigid surface Spacing 24 0 C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI 0 354 Loe from endwall NA FT/RT 20(0)110(0) Bearing B requires a seat plate GCpi 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens Comp Value Set 1 3B (Effective 6/1/2013) B - C 333 -772 Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f_2 OE Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4SP #3 Chords Tens Cornip Lumber value set "1313" uses design values approved 1,130/2013 by ALSC B - F 724 -302 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs Webs Tens,Comp Wind C - F 332 -796 Wind loads and reactions based on MWFRS Provide ( 3) 0 162"x3 5' , min toe -nails at top chord Provide ( 3) 0 162"x3 5" min toe -nails at bottom chord 1111111wto, lkfk 1 0, S FQ 0 se o, o 648 IrT E OR 178 NAL 0- 1 202018 READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabtI handling, shipping, installing and bracing Refer to and follow the latest edition of BGSI (Building Component SafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Refly attached ceiliny, Locations shown for ermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 10, as applicabeApplyOatestoeachfaceof"Iruss and position as shown above and on the Join Details. unless noted otherwise Refer to drawings 160A- Z for standard plate positions ALPINI Alpine a division of TW BU I ' Components Group Inc shall not be responsible to( any deviation from this drawing,any failure to build the truss inconformancewithAN,Sn1M_PI 1, or for handlinq, sh(plRy installation and bracing of trussesA seal on this drawing or cover pave listing thisdrawinindicatesacceptanceofer , neerin z 2400 Lake Orange Df in 0 esslona. engi responsibility solely for the design shown. The suitability and LISOofthisLwingforanystructureiseresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. Suite 150 Foe noic nformanon Nee this lob's qeneranotes page a,,d thes. eb ,Je,, ALPINE ovvw a1t),nG,r, com 1 P, — tpinst o,g SBCA — sbc,nd"WY co," ccsafe, Q,g Orlando I'L. 32837 Job Number N330090 VARIOUS 9A6l9A7,213MA/213MB/213TA/213]-B/213SE,02/,R/01 Truss Label: IUA, 1 54"11 54 11 Ply 1 S1 ON 1026'1 / 154 / HIP Cust: RR8975,iRef_ 1WaH89750129 Oty 2 FROM_JRH DrwNo 117-181607.23303 KM / DF 04/27/2018 9110,11 4'5„5 12 2.83 2X4 C cv r B A G F E 2X4(A1 } 4X4 9'0''8 9"9 9 0'8 9 10"1 Loading Criteria psf) Wind Criteria Snow Criteria !r g r f,rl PSr Defl/CSI Criteria As Maximum Reactions (Ibs) fCl_L 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA', PP Deflection in loc L/defl L/# Loc R / U Rw 1 Rh 1 RL W TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(I_L) 0 040 C 999 360 G 44128 / - 10 6 BCLL 000 Enclosure Closed Lrr. NA Cs NA VERT TL': 0 152 C 999 240 l1E 445 764 I- !0 i0 /15 BCDL 10-00 Risk Category II Snow Duration. NA HORZ(LL) 0 008 F - D 287 1151 t _ 1,- 1 5 Des Ld 47 00 EXP- C HORZ( TL) 0 020 F Wind reactions based on MWFRS Mean Height: 15 00 It NC6C1_ L Q00 TCD4 2 psf L Code (Mist Criteria Creep Factor . 20 G Min Far Width Reg = 1-5 9 1Soffit0. 00 BCDL 5.0 psf Bldg Code- FBC 6th ed 2017 Max TC CSC 0 781 E Min prig Width Req = - Load Duration 1 25 MWFRS Parallel Dish 0 to h/2 TPI Sid 2014 Max BC CSI_ 0 493 D Min Brg Width Reg = - Bearing G is a rigid surface Spacing: 24 0 " C&C Disk a .3 00 If Rep Factors Used. No Max Web CS] 0 419 Bearing G requires a seat plate - Loc- from endwall: NA FTtRT20(0)/10(0) GCpi: 0 18 Plate Type(s) : ! Members not listed have forces less than 3754 Wind Duration 1.60 WAVE VIEW Ver 17.02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens Comp. Value Set- 13B (Effective 6/112013) B C 453 - 1049 Top chord 2x4 SP #2 N Bet chord 2x4 SP 2400f-2 OE Maximum Bat Chord Farces Per Ply (Ibs) Webs 2x4SP #3 Chords Tens Comp - Lumber value set "I 3B" uses design values approved 1= 130,.12013 by ALSO B- F 1019 -431 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens Comp Wind C - F 454 - 1072 Wind loads and reactions based on MWFRS- Provide (3) 0.162" x3-5", min toe -nails at top chord Provide (3) 0 162" x3 5", min toe -nails at bottom chord- tiB9gBg iT r... A I/I CAR\°*$ q f 0 278 * a NAIL e 04 _3O201 8 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 Component SafetyInformation, by TPI andSBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per [ SCSI Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro7erly attached n Id cei6nq_ Locations shown for ermanent lateral rests nt of webs shall have bracingq installed per SCSI sections H3, B7 or10, as appilcabeApplyplatestoeachfaceoptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise- Fefer to ® drawings 160A- Z for standard plate positions.loe—IE_7 Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawin .NE any failuretobuildthetrussInconformancewithANSUPI1, or for handllnct, shippmq, installation and bracing of,trussesA seal on this Mwing or cover page , - 2400 Lake Orange Dr listing thisdrawin, indicates acceptance of pro) essionai engineering responsibility solely for the design shown. The suiffibility 9 and use of this cawing for any structure is the responsibility of the wilding Designer per ANSIfTPI 1 Sec.2. Suite 150 For more inrormaticn see this job's general notes page and these web sites. ALPINE. www_aipinea, coil, : TPI. wwnxmost. ora_ SBCA. wwmsb-,dulb, con! ICC — _: afa oro Orlando FL, 32837 Job Number- N330090 Ply. 1 S_ON_ 10262 I T12 1 HIP Cust RR8975 JRef. lWal-189750129 VARIOUS 9A6/9A7 213MA/213ML/2131-A;2131-8/213SE 021 ,R/01 Cry 2 FROM JRH DNgNo: 117 18 1607 23755 Truss Label: HJ5 ', KM ! DF 04/27/2018 C 12 4.24 r c (Y) cn B 4` a A D 2X4(A1) 1'5" Loading Criteria psf Wind Criteria TCLIL 2000 Wind Sid ASCE -10 TCDL 17 00 Speed 150 mph BCLL 0 Oft Enclosure Closed BCDI_ 10 00 Risk Category If EXP C Des Ld 47 00 Mean Height 21.40 it NCBCLL 0 00 1 CDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 125 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft I Locfrom endwall NA GCpi 0 18 Wind Duration_ 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1t30,!2013 by ALSC Loading Hlpjack supports 4-1 1-8 setback jacks with no webs - Wind Wind loads and reactions based on MWFRS Additional Notes Provide ( 3) 0 131"x3 0 min toe -nails at top chord Provide ( 2) 0 131'x3 0' min toe -nails at bottom chord. 7' 0"2 T0', 2 a Snow Criteria r`9 Pf in PSG Deft/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA', PP Deflection in loc L/defl L/# Loc R U ; Rw Rh i RL t W of NA Ce NA VERT(LL)_ NA B 235 t 100 4 9 Lu NA Cs NA VERT(TL) NA D 96 18 1- 1 5 Snow Duration NA HORZ(LL) 0 013 D C 273 165 / - 11 1 5 HORZ( TL) 0.033 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Big Width Reg = 1 5 Bldg Code- FRO 6th ad 2017 Max TIC CSP_ 0 992 D Min Bird Width Reg = TPI Sid: 2014 Max BC CSI 0 509 C Min Big Width Real = Rep Factors Used: No Max Web CSL C} 000 Bearing B is a rigid surface FT/ RT_20(0)f10(0) Members not listed have forces less than 375# Plate Type(s) WAVE VIEW Ver 17 02.02A 1213 21 a yam s 1At E 04'() 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtaire extreme care in fabricatingg_ handling, shipping. installing and bracing_ Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation. by TPI air i'SBCA) for so Pety practices prior to performing these functions Installers shall provide temporary bracing er BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached ngqid cel(inq Locations shown for ermanent lateral restra nt of webs shall have bracEnq Installed per BCSI sections B3, Br or 1 Q as applicable Apply Oates to each face o iiruss and position as shown above and on the Join Details, unless noted otherwise kefei 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 drawin an failure to build the truss In conformance with ANSh PI 1, or for handling. shipping, installation and bracing of.trussesA seal on this dr 4 b g or cover page , . listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The sui ability and use of this ifrawing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. For more -{ornat,on sc6 !t is j.ob's re f r l notes page and these web sites ALPINE- we v alpineitw.com, TPI : www.tp,nst ors; SBCA: www.slkandusiry con, ICC. wtvwi=.i safe o 95030 wih"= 2400 take Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS 9A619A7 213MA213MR,213A,213TE3;213SL 021 R/01 Truss Label: HJ3 12 4.24 B 4 1 ` 3 A 2X4(Al) Illy. I SFQN 10263 l T27 I HIP Dust RR8975JlRef I'VMH89750129 Qtv I FROM JJP D,wNo 11718.1607 23131 Kr,I 11 DI 04/27,2018 C cv D D TY1 1 VY TY1 1 Loading Criteria (osf, Wind Criteria Snow Criteria (P'j Pf n PSF' Defl/CSI Criteria A Maximum Reactions (Ibs) 1CLL 2000 Wind Sol ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U Rw Rh 1 RL / W TCDL 17 00 Speed 150 mph Pf NA Ce NA VERT(LL ' ) NA B 92 142 - 1 '4 9 BCLL 000 Enclosure Closed Lu NA Cs NA VERTJL ' I NA D 19 5 5 3CDL 1000 Risk Category 11 Snow Duration NA HORZ(ILL) 0000 D 8 - C 57 /34 5 EXP C Des Ld 47 00 HORZ(TL) 0 001 D Wind reactions based on MWFRS Mean Height 20 77 ft NCBCLI_ 0 00 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Re = 1 5 Soffit 0 00 BCDL 5.0 psf Bldg Code FBC 6th ed 2017 Max TO CSI 0.080 D Min Brg Width Red = - Load Duration 1 25 MWFRS parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0040 C Min Brg Width Reg -- - Bearing B is a rigid surface Spacing 24 0C&C Dist a 3 00 It Rep Factors Used No Max Web CSI 0.000 Loc from endwall NA 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 17.02 02A 1213 21 Lumber Value Set 1 3B (Effective 6/ 1,2013) Top chord 2x4 So #2 N Bot chord 2x4 SP #2 N Lumber value set ' 13B" uses design values approved 11/30/ 2013 by ALSC Loading Hipjack supports 2- 5-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide ( 2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3,0". min toe bottom liff"144"11, nails at chord0UTE OR NA 278 0- 1301/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 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 l by TPIanSBCA) for safety Component Safety Information, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached Structural sheathin and bottom chord shall have a properly attachen R k wd ceiling LocationsshownforermanentlateralrestraintofwebsshallhavebracingonealledperSCSIsectionsB3B7or10asapplicabeApply yplatestoeachfaceof"Inuss and position as shown above and on the Join Details. unless noted otherwise Peter to drawings 16OA-Z to, standard plate positions Alpine. a division of ITW Buildinl-Components Group Inc shall not be responsible for any deviation from this drawin an, failure to build the ALPINIE truss in conformance with ANSI PI 1, or for handlinq. shippiry installation and bracing Of fUssesA seal on this dr wing or cover ?400 Lake, Orange Dr listing this drawing, indicates acceptance of pro) essiona. engineering re§ponsibilit solely for the design shown. The sp.Maebility r he la and use ofthisrawingforanysacceptanceisresponsibility of the wilding DesigpYler per ANSI1TPI 1 Sec.2. Suite 150 Job Number: N330090 VARIOUS .9A6,9A7,213MA/213MBi213l-A/213TBi213SE 0211,R/01 Truss Label: EJ7 12 B A 2X4(Al) Illy 1 SEQN 10264/ J19 /EJAC Cult RR8975 JRef 1WaH897501291 City 7 FROM.RDG DrwNo 117 18 1607 22960 KM I VVHK 04/27/2018 D I 7' 7' Loading Criteria (psh Wind Criteria Snow Criteria (pg Pf In PSG) Defl/CSI Criteria A MaXhuLlnu Reactions (Ibs) TCLL 20 00 Wind Std: ASCE 7-10 Pg, NA Ct: NA CAT NAi PP Deflection in Inc L/defl L/# 1-oc R / U Rw /Rh /RL / W TCDL 17.00 Speed 150 mph Pf NA Cc NA VERT(LL) NA B 436 /94 /349 18 0 BCLL 000 Enclosure Closed Lu NA Cs. NA VERT(TL) NA D 136 /13 / 1 106 1 5 BCFT 1000 Risk Category 11 Snow Duration NA L-ORZ(LL) 0 01 7 D C 237 /113 /153 1.5 Des Lld 47 00 EXP C HORZ(TL) 0 040 D Wind reactions based on MWFRS NCBCLL 10 00 aMen Height 15.00 ft TCDT 4 2 psf Code I Misc Criteria Creep Factor 2 0 B Min Brg Width Reg 1 5 Soffit 0 00 BCDL 5 0 Fist Bldg Code FBC 6th ed 2017 Max TIC CSI 0 956 D Min Brg Width Reg - Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0602 C Min Brg Width Pool Spacing 24.0 C&C Dist a 3 00 ft Rep Factors Used. Yes Max Web CSI 0.000 Bearing B is a rigid surface Bearing B requires a seat plate Loa from endwall not in 4 50 ft FT/RT 20(0)110(0) GCpi 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver. 17 02 01A 1115,21 Lumber Value Set 13B (Effective 5/1/2013) Top chord 2x4 SP #2 N 1 Bet chord 2x4 SP #2 IN Lumber value set '1 3B" uses design values approved 1/30/2013 by ATSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top chord. Provide (2) 0 131 "x3 0", min toe -nails at bottom chord 0, 70040 1 S AT E OR\ 40 278 ONA'k, 0-11/30/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING I 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 (BuildingComponentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary. bracing er BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attacheyrad ceiling Locations shown for ermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 1asapplicable. Apply Oates to each face ol"lln-Iss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions A Alpine, a division of 11-W Buildin4iCornponents Group Inc shall not be responsible for any deviation from this dravang,apy failure to build the .00-ILPINE truss in conformance with ANSI PI 1, or for handlinq, shipping, installation and bracing Of trUssesA seal on this drawing or coverspa , 1-11"V` V The Lillythisdrawin, indicates acceptance of erd) essiona gionfetereinresponsibility solely for the design shown. b, lity 2400 Lake Orange Dr - listing and use of this drawing for any structure is e responsibility In Building Designer per ANSI/TPI 1 Sec.2. Suite 150rh For m(jiLmfio-at,en see thS OUS_q eralno a and these ALPINE .—alinineltwComTPI -tr,,n_moL9.SBCA wsbondlsrryco"'.ICC _'GC"af.0ra Orlando FL, 32837e__jesp_Re __ — - I i Job Number: N330090 Ply. I SFQN 10265 153 1 JAC (,tiSt It 1i8975 t 1V,,ail89750129 VARIOUS 91\6,9W7 213MA2!?Mtir213TAj213l82136E 02! R101 Ory 2 FROM. JRH Drv,,Nr) 1 17 18 1607 23225 Truss Label EJ7t KM 041;2.7,2018 C 12 to B 3111i 5 A D 2X4(Al) 7' 7' Loading Criteria psfWind Criteria Snow Criteria (Pg Pf rn Per, Ci Criteria A Maximum Reactions (Ibs) TCLL 2000 WindStd ASCE7-10 Pg NA Ct NA CAI' NA PP Deflection in loc L/defl L/# Too R U Rw Rh r RL W TCDL 1700 Speed 150 mph Pf NA Cc NA VERT(LL) NA B 426 115 329 101 1 8 0 BOLL 000 Enclosure Closed Lug NA Cs NA VERT(TL) NA 03 5 D13412MBCDL 10 00 Risk Category 11 now Duration NA HORZ(LL) 0017 D C 228 97 132 5 EX Des Ld 47 00 P C HORZ( TI-) 0.041 D Wind reactions based on MWFRS NCBCLL 10 00 Mean Height 15 00 ft Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Red = 1 5 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Bldg Code FBC 611h ad 2017 Max TC CSI 0 898 D Min Bra Width Re = - Load Duration 1 25 MWFRS Parallel Dist h,12 to h TPI Slid 2014 Max BC CSI 0 585 C Min Brg Width Red , - Bearing B is a igird surface Spacing 24 0 C&C Dist a 3 00 If Rep Factors Used Yes Max Web CSI 0000 Bearing B requires a seat plate i Lee from endwall not in 4.50 If FT/RT 20(0)110(0) i GCpj 0.18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213 21 Lumber Value Set 13B (Effective 6/1,2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 1313" uses design values 1 approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 3) 0 131"x3 0", rnin toe -nails at top chord Provide ( 2) 0 131"x3 0", min toe -nails at bottom chord M STATE 0R\ 9--'* 278 N A flust" All 0- F ;0 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT'* FURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fabricating, handho, shipping, installing and bracing Refer to and follow the latest edition of BCS1 (Building ComponentSafetyInformationbyTPIanSECA) or safety Practices prior to performing these functions Installers shall provide temporary bracing per SCSI Unless noted othenwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly affachen, ird cedin, R yLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 10 asapplicableApplyratestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions ALPINEi Alpine a division of ITW Buildinj Components GrOUP Inc shall not be responsible for any deviation from this drawln,any failure to build the trussinconformancewithANSI, 'PI 1, or for handling, shippinlIt, installation and bracing of trussesA seal on this dr .. wing or cover pale Lake Orange, Dr listing this drawin, indicates acceptance of ero essiona engineerin responsibility solely for the design shown. The sui ability 2400 and use of this drawing for any structure is the responsibility of the guilding Designer per ANSI1TPI 1 Sec.2. Suite 150 Fa, more rlonmalcr, see this 'e .1 notes jnPearei re e —b 'ites A_PINE www a pneit, com TPI — tpi 15tox SBCA -vw sm—dusty cvni CC-cOrlando L 32837 s Job Number- N330090 Pty. 1 SEQN. 10266 t I - l EJ,AC Cust. RR8975 JRef. 1V,'aH89750t29 VARIOUS 9,A6;9.A7 ,21,PMA/213MB,214 AJ2131"[i,'213SE 02! R,01 Qty. 2 FROM. JJP DleNo. 1!7.18.1607.23239 Truss Label: E,15 KM DF 04-`2712018 C 1 t 12 6 O u) B 4„ t A J Q 2X4(A1) 5' 5' Loading Criteria air Wind Criteria Snow Criteria ,r q E-f,n Rsr Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20 00 Wind Sid ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loe L/defl L1# Loc R U ! Rw ? Rh t RL i W TCDL 17.00 Speed 150 mph Pf- NA Ce NA VERT(LL) NA B 341 111 / 278 r - 146 ;' 4.0 BOLL 0.00 Enclosure Closed Lu_ NA Cs: NA VERT(TI_) NA D 95 14 / 73 ! - 1 15 BCD1_ 10 00 Risk Category 11 Snow Duration NA HORZ(LL) -0 006 D C 165 t 107 100 / - 1 1 5 Des Lo 47 00 EXP C HORZ(TLl 0 013 D Wind reactions based on MWFRS NCBCLL 10 00 Mean Height: 21 41 If Code 1 Misc Criteria Creep Factor 2 0 B Min Erg Width Req = 1 5 Soffit 0 00 TCDL 4 0 psf BCDL 5.0 psf 3BldgCode: FEC 6th.ed 2017 Max TIC CSI 0435 D Min Br Width Reygq Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Sid- 2014 Max BC CSI 0.294 C Min Brg Width Rea = - Bearing B is a rigid surfaceSpacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI 0.000 Leefrom endwall: not in 4.50 it 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 Vei 17 02 02A 1213 21 1 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Lumber value set ' l3B" uses design values approved 1/30/2013 by ALSC I Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0" min toe -nails at top chord. Provide (2) 0.131"x3.0', min toe -nails at bottom chord - at d E4 NA- 04i30i20 i 8 WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg. handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI anti SBCA) for safety practices prior to performing these functions Installers shall provide ternporaEy bracing per BCSI Unless noted otherwiseaop chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached! rigid ceilinc Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, asapplicableApplyOatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Euilding Components Group Inc shall not be responsible for any deviation from this drawin ,any failure to build the trussinconformancewithANSIIPI1orforhandlingshipping, installation and bracing of.trussesA seal on this driving or cover page _ , 240a Lake Orange Dr. listingthisdrawing, indicates acceptance of pro essionar engineering responsibi8t solely for the design shown. The suifabIIity 9 and use of this drawing for any structure is the responsibility of the 3uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 F here Infri, mar— see rt is Le;) s < erera; rotes and r.ese web s e ALPINE a aprie t Y cc ^ -Pi wam t a or SE4;,. w+,vw s'ac mustry com .0orr i?rlando FL, 32837 Job Number: N330090 Ply I Sl ON 10267 I T29 LJAC Cust RR8975JRef !VVa1189750129 VARIOUS 9A6/9A7,213MA/213MB/213TA/213TB/21:38F 02/ R;01 Qty. 1 f ROM 11P DnsNo 117 18 1607 2:3162 Truss Label: EJ3v KM DF 04,27i2018 12 B 6 y) A 4;'3 2X4(Al) 2'6" 1 Loading Criteria Wind Criteria Snow Criteria tP g Pf;n PSF; Defl/CSI Criteria A Maximurn Reactions (Ibs) TCLL 20 00 Wind SM ASCE 7 10 Ed NA Ct NA CAT NA PP Deflection in ion L/defl L,,# Loc R /U Rev Rh i RL / W TCDL 17 00 Speed 150 mph Pf NA Ce NA VER-HLL) NA A 249 / 81 '4 0 13CLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA C 49 12 5 BCDL 1000 Risk Category If Snow Duration NA 47 00 HOI 0 001 C B 93 / 51 5 EXP C HORZ(TL) 0 003 C Wind reactions based on MWFRSDesLd Mean Height 21.03 ft NCBCLL 10 00 TCDL 4 2 psf Code / Misc Criteria Creep Factor 20 A Min Brg Width Red = 1 5 Soffit, 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CS 0 15; C Min Br Width Re = - B Min Bug Width Red = Load Duration 1 25 MWFRS Parallel Dist 0 to h112 TPI Std 2014 Max BC CS 0 173 Fearing A is a rigid SurfaceSpacing240C&C Dist a 3 00 ft 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 375# GCfu 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213 21 Lumber Value Set 13B (Effective 5/11/2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 N Lumber value set '1313" uses design Values approved 1/30/20 13 by ALSO Special Loads Lumber Dur Fac =11 25 / Plate Dior Fac =1 25) TIC From 78 pit at 0.00 to 78 pit at 2 50 BC From 20 pit at 0.00 to 20 pit at 2 50 BC: 147 to Cone; Load at 0.59 Wind Wind loads and reactions based on MWFRS Iff"Illujisw ol Additional Notes f kSeft, Provide (2) 0 131 "x3 0" min toe -nails at top shot d Provide (2) 0 131"x3 0" min toe -nails at bottom chord 0.06 a sA E 0 0 R 278 04 '10i2018 WARNING** READ AND FOLLOW ALL NOTES ON I HIS 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, by TPI an SBCA) for safety practices final to performing these functions Installers shall provide temporary,' bracing per SCSI Unless noted otherwee,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erlyattachedcerlinaLocationsshownforermanentlateralrestraintofwebsshallhavebraciniginstalledperBCSIsectionsB3. B_7 or 1 0asapplicableApplyOatestoeachfaceopirussandpositionasshownaboveandontheJoin, Details. unless noted otherwise polar to' drawings 16OA-Z for standard plate positions A n this diavvin =, failure to build the IN IAlpine. a division of ITW Burldin Connponents Group Inc shall not be responsible for any deviation from ALPINIE truss in conformance with ANSL PI 1, or for handling, shii installation and bracing of trussesA seal on this d2wir g or covelistingthisdrawiq, indicates acceptance of ) essiona engineering responsibility solely for the design shown, The rsp.187bility 2400 Lake Orange Di0 Landuseofthisrawingforanystructureis1pr, responsibility of the uilding Designer per ANSI/TPI I Sec.2. Suite 150 For mo,e inf."i see_thisLelY nneraI notes page and these x,eb Site,, ALPNE w— alpne.,e, com Tr tp,ist org SBCA w 0, sbCINdUStry. COPI ICC. —V CCselfO OrC Orlando FL. 32837 Job Number: N330090 Ply: 1 SEQN: 10268 / T24 / JACK Cust RR8975 JRef_ tUJaH89750129 VARIOUS ,9A6/9A7 .213MA/213MB/213TA/213TBi2l3SE ,02/ ,R/01 Qty: 10 FROM JJP DiwNo_ 117 18-1607-23069 Truss Label: CJ5 '.. KM / DF 04/27/2018 i 4 12 6 m D ua B r 4^3 r,r t_ , D 2X4 (A 1) Loading Criteria tpsf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 0 00 Enclosure Closed BCDL. 10,00 Risk Category, dl EXP C Des Ld 4700 Mean Height: 15 00 If NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3,00 ft Lac from endwalL not in 4,50 ft GCpr 0,18 Wind Duration: 1.60 Lumber Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSO Wind Wind loads based on MWFRS with additional C&C member design - Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min- toe -nails at bottom chord. 5' 5' Snow Criteria (F'g Lim PSF) ' Defl/CSI Criteria Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Maximum Reactions (Ibs) Lee R /U /Rw fRh /RL /W Pf NA Cc NA VERT(LL)- NA B 341 / 77 / 279 / - 1114 / 8.0 Lu: NA Cs NA VERT(TQ NA D 95 / 9 / 72 t - 1-5 Snow Duration. NA HORZ(LL)0.006 D C 165 / 79 i05 /- 1.5 HORZ(TL) 0 013 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Real = 1 5 Bldg Code. FBC 6th ed 2017 Max TC CSI 0-435 D Min Brg Width Reg = - TPI Stu 2014 Max BC CSI 0 294 C Min Brg Width Reg = - Rep Factors Used Yes Max Web CSI 0 000 Bearing B is a rigid surface - FTIRT20(0)(10(0) Bearing B requires a seat plate. I Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17.02 02A 1213 21 llzi t 0 lot tE VOX* 2NA rt aat 0- V30i201h 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, by TPI an J SBCA) for safety practices prior to performing these functions Installers shall provide temporary, bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attachedraqdceiiinqqLocationsshownforermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or El 0, asappl€cable Appty lates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seat on this drawing or cover pave _ . 240o Lake Orange Dr, listingthisdrawingqindicatesacceptanceofproiessronalengineeringresponsibilitysolelyforthedesignshown. The suitability g and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more ntormation see rh,sjoUsgenemlnotes a e and these web sites. ALPINE. www ai nw tw.corh TPI: wwtpinstorq SBCA. www.shc ndustr com [CC; www-Iccsife org Orlando FL, 32837 Job Number: N330090 I'Iy. t SE ON: 10269 r 121 JACK C;rfst R[ P975 „Roo 16v,lr489750129 VARIOUS .9A6='9A7.213rY4At213MB`213TA,'213TB,'213SE.02; War Uty. 13 1 ROM JJP DrwN(, 11718.1607.23740 Truss Label:....CJ3....... KM DF 04/27 2018 12 6 B, e-- 4''3 f 2X4(A1) Loading Criteria tpsrl Wind Criteria TCLL 20-00 Wind Std: ASCE 7-10 TCDL 17 00 Speed 150 mph BCLL 0 00 Enclosure Closed BCDL. 10.00 Risk Category II EXP C Des Let 47 00 Mean Height: 15.00 it NCBCLL 1000 TCDL 4 2 psf Soffit 0 00 BCDI_: 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to ht Spacing 24.0 " C&C Dist a 3 00 fl Loc from endwall Any GCpi- 0,18 Wind Duration- 1-60 Lumber Value Set 13B (Effective 6t1/2013) j Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 11/30,,12013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design AdditionalNotes Provide (2) 0-131"x3-0". min toe -nails at top chord Provide (2) 0-131"x3-0", min toe -nails at bottom chord- 2 3 1f 3' Snow Criteria tPg Pf m PSI Defl/CSI Criteria A, Maximum Reactions (Ibs) Pg NA Ct NA CAT NA'; PP Deflection in loc L/Ldefl '# Loc R U f Rw Rh ,/ RL i W Pf NA Cc NA VERT(LL) NA B 250 61 f 214 = 75 80 LU NA CsNA VERT(TL) NA D 54 ,`4 t42 ,- - 15 Snow Duration NA HORZ(LL) 0 001 D C 90 44 / 54 1-5 HORZ( FL) 0 002 D Wind reactions based on MWFRS Code ! Mise Criteria Creep Factor 2-0 B Min Brg Width Reg = 1-5 Bldg Code- FBC 6th.Kd 2017 Max TC CSI 0 188 D Min Brg Width Reg = - I PI Std_ 2014 Max BC CSI0 097 C Min Brg Width Reg = - Rep Factors Used Yes Max Web CSI 0 000 Bearing B Is a rigid surface. Bearing B requires a seat plate - FT/RT20(0)110(0) Plate Type($) Members not listed have forces less than 375# WAVE VIEW Ver 17 0202A 1213 21 I fr a q6648f E° 04r30,' 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. hand lFn. shipping, installing and bracing- Refer to and follow the latest edition of BCSI (Building Component SafetyInformation. by TPI an i SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing perBCSI- Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheq rfgldoeilinqqLocationsshownforermanentlateralrestraintofwebsshallhavebracinInstalledperBCS1sectionsB3, 137 or B10 as applicableApptyOatestoeachfaceatrussandpositionasshownaboveandontheJoin9Details, unless noted otherwise- Refer to' drawings 16OA- Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin ,any failure to build the truss in conformance with ANSI, PI 1, or for handlinci shipping, installation and bracing of it seal on this dr wing or cover page , listing this drawino, indicates acceptance of proTesslonai engineering responsibility solely for the design shown. The suitability and useofthisdrawingforanystructureistheresponsibilityoftheunitingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's e leraI notes page and these web sites_ALPINE. ww.alpmeitw com, Tr w tpinst ory SBCA ,ww.sbanc9ust, y com ICC .- www. iccsafe org 2400 Lake Orange Dr Suite150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7,213MA/213Mt31213TA1213Tt1,213SF .021.RI01 1 Truss Label: CJ3A illy. 1 SI-ON:10270 / i46 rJACK CrustRP8975JRcf 1WaHM)750129 Oy: 1 FROM .JJP I)rwNo. 1171£3.1607.23741 rKM DF 04'27l2018 12 co C? A 2X4(A1) 3' 1 "8 3' 1 "8 3' 1 "8 Loading Criteria tpsf' Wind Criteria Snow Criteria r1 Pf , f>SF, DefIICSI Criteria A Maximum Reactions (Ibs) TCLL 20 00 Wind St l ASCE 7-10 Pg NA Of NA CAT NAPP Deflection in loc. Lldefi L/#f Loe R U Rw Rh ? RL W TCDL 17 00 Speed 150 mph of NA CA NA VERT(LL) NA A t 36 108 ` 1 5 BCLL 0 00 Enclosure Closed Lu NA Cs NA VERT(TL NA 60i G60 !12 I49 f 1-- 15 BCDL 10-00 Risk Category: 11 Snow Duration NA HORZ(LL) -0 002 C B 103 f 65 / 65 / - / - 1.5 Des Ld 47 00 EXP C HORZ( TL) 0.004 C Wind reactions based on MWFRS NCBCLL- 10-00 Mean Height: 21 16 ft Code 1 Misc Criteria Creep Factor 2-0 Soffit 0 00 TCDL 4 2 psf BCDL 5 0 psi Bldg Code FBC tithed 2017 Max TC CSI 0 238 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist- 0 to h1/2 TPI Sid 2014 Max BC CSI 0 152 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0.000 Loe from endwall_ Any FTlRT 20(0)-10(0) GCpi 0.18 Plate Type(s) I Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set- 13B (Effective 67112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set '1313" uses design values I approved 1,130/2013 by ALSC I Wind Wind loads based on MWFRS with additional C&C member design_ Additional Notes Provide ( 2) 0-131"x3-0" min toe -nails at top chord Provide ( 2) 0-131"x3.0", min toe -nails at bottom chord AT E 40R\ V m ` ec f}? 78`rr t aa rcaact 04'> 0;r2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fast icatin , handlingc. shipping, Installing and bracing- Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) tint safety practices prior to perfoi ruing these functions installers shall provide temporary bracing per BCSI- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheG riggid ce€ling Locations shown for ermanent lateral restraint of webs shall have bracingq instailed per SCSI sections B3, B7 or t 10 as applicab"Ee Apply Oates to each face ofptntss and position as shown above and on the Join Details. unless noted otherwise- Refer to drawings 16OA-Z for standard plate positions Alpinea division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrl PI 1, or for handltn shipping, Installation and bracing Of.trussesA seal on this drawing or cover page listing thisdrawingindicatesacestanceofproesslonaengineerinresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any spructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. F .r mete information see this ob S c al ^alas naq and these wcU s tss ALPINE — atp ne u, com TPwww.tis—t 011 SBCA: — obcInclustly. cam. ICC vhvw.iccsafe. OEM= 2400 Lake Or Dr. Sulte 150 Orlando FL.,32837 Job Number N330090 1; E QN0271I 1/ 120 A(K C , s! R R 8 l 17 5 J Re f I VV j I 18 rj 7 5 0 , 12 9 VARIOUS 9Ah,'9A7 2131,1A,2l3MB,2.131AI213113i2l3SE 02, R;01 CIA 2 _R( ONI RDG PivNo 1 17 18 1607 22901 Truss Label: CJI KD C( 04,27?20 ' 8 i 4"3 1 Im l Loading Criteria Fs` Wind Criteria Snow Criteria iFlg IrSF) DefI/CS1 Criteria A Maximum Reactions (lbs) TCLL 20 00 Wind Stcl ASCE 7-10 Pg NA Ct NA' CAT NA',PP Deflection In Ice L/defl L/# Loc R / U 1 Rw Ph , RL W TCDL 17 00 Speed 150rnph Pf NA Cc NA VERT(LI_) NA B 194 /64 ;186 - /37 80 BCLL 0 00 Enclosure Closed LU NA Cs NA VERT(TIL) NA D 9 /10 ,14 i- 1 5 BCDL 1000 Risk Category 11 Snow Duration NA H0RZtLL) -0 000 D C -15 /29 21 1 5 EX Des Ld 47 00 P HORZ(TL) 0.000 D Wind reactions based on MWFRS NCBCLL 1000 Mean 15 00 ft TCDL 4 2 psf Code I Misc Criteria Creep Factor 2.0 B Min Bug Width Reg = 1 5 Soffit 0 00 BCDL 5 0 Net Bldg Code FBG 6th ed 2017 Max TC CS1 0 171 D Min Brg Width Reg = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0022 C Min Brg Width Reg = - Bearing B is a rigid surface- Spacing 24 0 C&C Dist a 3 00 if Rep Factors Used Yes Max Web CSC 0.000 Bearing B requires a seat plate Loc. Locfrom endwall Any FT/RT 20(0)110(0) GCpr 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213,21 i Lumber I Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SID #2 N Lumber value set "! 313" Uses design Values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C rnernber design Additional Notes Provide ( 2) 0 131"x3 0', min toe nails at top chord - Provide ( 2) 0 131"x3 0' min toe -nails at bottom chord v ATE 0 Ile NM_ 0- 1 "t) 1018 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, handliu shipping, installing arid bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation. by TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise top chord shall have properly attached structural sheathingand bottom chord shall have a pr 1 attached ceiliny Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 oagalloly asapplicableApplylatertoeachfaceoftrussandpositionasshownaboveandontheJoinDetailsunlessnotedotherwisePeterto' drawings 16OA-Z for standard plate positions Alpine a division of ITW Buildin Connponents Group Inc shall not be responsible for any deviation from this diawing.apy failure to build the truss in conformance with ANSI, PI 1 . or for handlinj. shippiri installation and bracing of trussesA seat on this drawing or cove listingthisdrawiniq, indicates acceptance of erd essiona engineerin responsibility solely for the design shown. The isp.1,87bilityanduseofthisdrawingforanystructureistheresponsibilityoftheguildingDesignerperANSI/TPI I Sec.2. ths i0i's-9 es lag - and these -b sites ALPINE alpnri,r. cori, I III — tiomsi 01g SBCA -vw sbcrndusti-y s-ccsaf oralnotesLgeneral _f . .............. com [CC 2400 Lake Orange Dr Suite 150 Oilando Fl, 32837 Job Number: N330090 Ply I SEQN 10272 i50 /,JACK Crust PR8975,JRef lWal[89750129 VARIOUS 9A6/9A7 .213k4A/213MB/213-FA/213TB./213SE 02/ R/01 j Cry 4 FROM JRH DrwNo 117 18 1607 23801 Truss Label: C,)5L KM / DF 04/27/2018 12 4 LO B T'l 5 A D 2X4(Al) 5' 5' Loading Criteria (pf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASGE7-10 Pg NA Ct NA CAT NAi FIR Deflection in too L/defi L/# Lee R U I Rw Rh I RL W TCDL 17 00 Speed 150 mph Pf NA Cc NA VERT(LL). NA B 333 92 /263 176 80 BCLL 0 00 Enclosure Closed Lin NA Cs NA VERT(TL) NA D 94 /9 /71 Ili 5 BCDL. 10.00 Risk Category 11 Snow Duration NA HORZ(LL') 0.006 D C 158 /67 /91 1 5 Des Ld 47 00 EXP C HORZ(TL) 0 014 D Wind reactions based on MWFRS NCBCLL 10 00 Mean Height 15 00 If Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Reg = 1.5 Soffit, 000 TCDL 4 2 psf BCDL 5 0 Rsf Bldg Code FBC Gth ad 2017 Max TC CSI 0403 D Min Brg Width Reg = - Load Duration 1 25 MWFRS Parallel Dist 0 to h/2MWFRS TPI Sid 2014 Max BC CSI 0286 C Min Bug Width Reg = - Spacing 24.0 C&C Dist a. 3 00 ft Rep Factors Used Yes Max Web CSI 0.000 B is a rigid surface Bearing B requires seat plate. Loc from endwall not in 4.50 If FT/RT 20(0)11 0()) GCpi 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1.60 WAVE VIEW Ver 17,02 02A 1213 21 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 IN Lumber value set 1313" Uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131x3 0", min toe -nails at top chord. Provide (2) 0 131 "x3 0", min toe -nails at bottom chord In 4; ATES00 *0 0 k ON278 041/30/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handhn, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildingnation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. cComponentSafetyInformation, , E bracing per BCSI Unless rioted othervose,top chord shall have properly attached structural sheathingand bottom chord shall have a pro ellyattacheWaldBwdceiliny. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 37 or 10asapplicableApplyplatertoeachfaceoflirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin/$Cornponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build thetrussinconformancewithANSIPI1, or for handlinq. shippiy installation and bracing of trussesA sea] on this drawing or coverspagelistingthisdrawing, indicates acceptance of pro) essiona engineering 'bi r the responsibility solely for the design shown. The lity and use of this drawing for any structure is responsibility of the Building Designer per ANSI/TP1 1 Sec.2. For more Information see this job's general notes nge and lh,se —4, sites. ALPINE — alpinettw com TPI wmv tpi-t org, SBCA — sbcindUstry. comICC www ccsaf 9130" aw 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number_ N330090 i VARIOUS 9A6/9A7 ,2'13MAV2 13MB/213TA/2131-B/213S[ 02, .R/01 Truss Labe!_ CJ31 l Ply. 1 SI ON 0273 ! 151 / JACK C List RR8975 Jk ,WaH89750129 Qty. 4 1ROM JRH DrvjNo 117.181607.23006 KM / DF 04,27/2018 12 4 G LO BI T_ [ 3" 15 A T_ 2X4(Al ) 3' I 3" Loading Criteria rsf Wind Criteria Snow Criteria : 1 G>f :n P s Defi/CSI Criteria A Maximum Reactions (lbs) TCLL_ 20 0E Wind Std ASCE 7-10 Pg NA Ct NA CAT NA', PP Deflection in loc L/defi L,# Loc. R U Rw % Rh I RL I W TCDL_ 17 00 Speed 150 mph Pf NA Ce: NA VERT(LL) NA B 244 71 ( 201 - 50 80 BCLL 0 00 Enciosure Closed Lu NA Cs NA VERT(TL) NA D 53 /4 40 i - 1 BCDL 10 00 Risk Category II Snow Duration NA HORZ(LL) 0 001 D 1C85 / 36 / 47 - - 1 5 EXP C Des Ld 47 00 HORZ(TL)- 0.002 D Wind reactions based on MWFRS Mean Height 15.00 IT NCBCLL 1000 TCDL 4 2 pat Code I Miss Criteria Creep Factor 2.0 B Min Brg Width Rout = 1 5 Soffit: 0.00 BCD!_ 59 psf Bldg Code FBG 6th_ed 2017 Max TC CSI 0.161 D Min Brg Width Red = - Load Duration 1 25 MWFRS Parallel Dist- 0 to hf2 TPi Std 2014 Max BC CSL 0.090 C Min Brg Width Req = - Bearing B is a rigid surface Spacing. 24.0 " C&C Dist a 3 00 ft Rep Factors Used: Yes Max Web CSI. 0 000 Bearing B requires a seat plate j Loc from endwalt Any FTIRT20(0)f10(0) GCp! 0 18 Plate Types)_ Members not listed have forces less than 375# Wind Duration. 1 60 WAVE VIEW Ver: 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6i1i2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set' 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0". min, toe -nails at top chord. Provide (2) 0.131"x3.0' , min toe -nails at bottom chord 66648Af E Of cQ I notaf l; 0430,2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricarng. handling_ shipping. Installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformationbyYTPI0SBCA) for safely practices prior to performing these functions Installers shall provide temporary, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proKerly attache rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per SCSI sections B3. B7 or t310. as applicable Apply Oates to each face Whose and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 16OA-Z for s andard plate positions. Alpine, a division of ITW Bu(ldinq_Components Group Inc shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSLPI1, or for handling, shipping. installation and bracing of.trussesA seal on this driving or cover page . listing this drawing. indicates acceptance of proiessrona€ engineeringq responsibility solely forthe design shown. The suitability and use of this drawing for any structure is the responsibility of the E3uilding Designer per ANSI/TPI 1 Sec=2 csafwcandthesewebs,te ALPINE —ajpI wn t eo n_R wwwttp;sst Ong SBCA. m ,sbcndrstr IC. w c For morenonnatonctI .,oGs 9 _eral notes rage e , - con C i ALPINE 2400 Lake Orange Dr Suite 150 l Orlando 1- 1., 32537 Job Number: N330090 VARIOUS ,9A6/9A.7 .213MA/'2'3MB/213TA /2'3Tt3,'25;iSF .02' .R701 Truss Libel: CAL Ply. 1 SLQN. 10274 r' 152 , JACK C,ust RR8975 JR f ;WaH89750129 Dty. 4 FROM JRH Div No 11718 1507.23021 Kc1 ;)1 04272018 12 4 G LO 3" 15 , D k Loading Criteria rsf', Wind Criteria TCLL 2000 Wind Sid ASCE 7-10 TCDL 1700 Speed 150 mph BOLL 000 Enclosure: Closed BCDL 0-00 Risk Category It Des Ld 47 00 EXP C Mean Height: 15 00 It NCBCLL 10 00 TCDL 4 2 psf i Soffit 0 00 BCDL 5 0 psf Load Duration 1 25 MAIFRS Parallel Dist 0 to h;2 Spacing 24 0 C&C Dist a- 3-00 ft Lac from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber.. Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design_ Additional Notes Provide (2) 0 131"x3 0' min toe -nails at top chord. Provide 2) 0 131'x3 C", min toe -nails at bottom chord 1' 1' Snow Criteria (Pg,lf ir. tlSF' Defl(CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct NA CAT_ NA', PP Deflection in loc Ldefl Li# Loc R U Rw ' Rh / RL W Pf NA Cc : NA VERT(LL) NA B 189 / 85 172 / - ,25 8.0 Lu: NA Cs NA VERT(TL) NA D 8 1,10 115 1.5 Snow Duration: NA HORZ(LL)- 0-000 D C -15 / 25 122 1 5 HORZ(TL). 0.000 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Bug Width Reg = 1 5 Bldg Codes FBC 6th ed 2017 Max TC CSI 0 159 D Min; Brg Width Real= - TPI Std 2014 Max BC CSI 0 021 C Min Bug Width Req = - Rep Factors Used Yes Max Web CS1 0 000 Bearing B is a rigid surface Bearing B requires a seat plateFTiRT_20(G)?1(?(0) Plate Types}_ Members not listed have forces less than 375# WAVE VIEW Vei 17.02.02A 1213 21 I sit fjj t B d. P f¢¢xAWN" Ay . A 0I _ ()'2018 WARNING°" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrenne care in fabricating, handlln , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary, bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinc and bottom chord shall have a pro (p erly attached n id ceifinq Locations shown for en anent lateral restraint of webs shall have bracingg inslplled per BCSI sections B3, B7 or 1310. as applicable Apply Oates to each face ofptruss 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 ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawin .any failure to build thetruss :n conformance with ANSI/ P( 1 or for handling shippin . installation and bracing of_trussesA seal on this Moving or cover page , listing this drawing indicates acceptance of proPessrona engineerin__gg responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheNuildingDesignerperANSLTPI1Sec.2. a gore rto rnan— see tr,s fora s , ..era( notes page and s » c.t. Y s ALP.Nr_ - n. alpir c t co,r. TF v`wx tp;r t o , , 5eC r wwsbc ndr stry cem CC a^.veG=.Iccs f I&M 2400 Lake Orange Dr Suite 150 Orlandoir 32837 Job Number: N330090 — Ply I VARIOUS ,9A6.'9A7 .2-l3MA/213MB,/213TAI2131-Bi2 t 3Sc .021 R/01 Qty: 1 Truss Label: 1= ` I CAE. '.. 1' l 2 3'9"4 5. F 4 6 5"4 7'9'4 4 8 2 ;'4 3`7 12. 4`11 1. 6312 7'7"12 8'l1"12 4 8 "... 8 1'2 8 1'2'8 "Z 8 1 2'8 1 2 8 4'8 St ON 10275 / T37 / SY42 Cust RR8975 JRef iWaH89750129 FROM. JRH DfwNo. 117 18 1607 23473 KM _ ' DF 04;27r2018 5'7"4 78 1'3, 12 26 _w.., 2 6 _. 1 .5X3 1.5X3 4X4 3X6 4X6 A B tY) G D L F G N I J K 1 a N Id L V .. U T S r2 (7 P O 3X3 4X6 pr4X4 1.5X3 1 5X3 1 5X3 1 5X3 1.5X3 1.5X3 ...4X4 L5X3 74 6A 1574 Loading Criteria (psfl Wind Criteria Snow Criteria (Pa Pf in GCF'- DefircS1 Criteria '. Maximum Reactions Lifts), or TCLL 4000 Wind Stall ASCE 7-10 Pg. NA Ct NA CAT- NA PP Deflection in loc L/defl L,`# Loc R / U / Rw ( Rh / RL i W TCDL 1000 Speed: 150 rnph Pf NA Ce- NA VERT(LL) 0 026 J 999 360 V 202 1 3 / 58 / - 7 2 BCLL 0 00 Enclosure: Closed Lu- NA Ca- NA VERT(TL)_ 0 108 J 999 240 V` 584 / 43 1173 t - 108 BCDL 5 00 Risk Category. II Snow Duration NA HORZ(LL) 0 005 I - 1, 2747 ,/ 107 1 789 Des Ld 5500 EXP C9p HOR(I L) 0.014 I - reactions based on MWFRS NCBGLL 16 0C} Mean Height 15.00 f Code / Mtsc Criteria tree Factor 2 0 Min Br Width Re = 1 gq — Soffit 2 00 TCDL_ 4 2 sf 3CDL 3.0 psfL BldgCode FBC Gth ed 2017 Max TC CSI 0 987 Wlnd MinBrg Width Rea = - I Load Duration 1 00 MWFRS Parallel Dist 0 to h12 TPI Sid 2014 Max BC CSI 0 588 Min Br Width Re gd Spacing 24 0 " p4C&C Dist a 3.00 ft Re Factors Used Yes pMax Web CSI 0 594 Bearings V & V are a rig surface Bearing V requires a seat plate Locfrom endwall Any FT/RT:12(0)110(0) GCpi_ 0. 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration 1 60 NAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens Comp Chords Tens Camp Value Set 13B (Effective 6/112013) 1 J 150 - 1185 J - K 94 662 Top chord 4x2 SP 2400f-2 OE s Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set -1313" uses design values approved 1/ 30/2013 by ALSC Special Loads Lumber DUCFac = 1 00 / Plate Dot Fag=100) TC From 442 pit at 0.00 to 442 pit at 15.48 BC From 10 pit at 0-00 to 10 p!f at 1548 TG: 1212 lb Conic Load at 15.38 Plating Notes All plates are 2X4 except as noted WindWind loads based on MWFRS AdditionalNotes See ANSI/ TPI 1 Sect 7 for additional bracing requirements- Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up- MTEa fit e * gym+* N 04,'10 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. O -N 914 -111 N-M 1442 184 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp B - U 59 480 0-1 180 1497 C - T 76 616 1 - N 432 62 D -S 67 585 N -J 68 410 E - R 67 589 J - M 144 1239 F - Q 67 593 M - K 1248 150 G - P 66 572 L - K 7 775 H - O 63 555 K - L 178 1967 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 Component Safety Information by TPI an SBCA) fair safety practices prior to performing these functions Installers shall provide temporary bracing erBCS1- Unless noted othewise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheyrlgid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insl iled per BCSI sections B3. B7 or t31 Q as appllcabeApplypratestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise- Fefer to drawings 160A- Z for standard plate positions - Alpine, a division of ITW Building Components Group Inc- shall not be responsible for any deviation from this drawin .any failure to build the truss In conformance with ANSI/ I PI 1, or for handling, shipp(n installation and bracing of.trussesA seal on this clin wing or cover pac7e . . listing ttiis drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is tplie responsibility of the uilding Designer per ANSI/TPI 1 Sbc.2. Fo more tr m awn e th s for s gc -era! notes page and tl sE, web s to ALPINE w— alpine tw com TPI : — rpinst org SBGA w-,vww.sbondustry wrr !CG. —ww Ccsafe. 10,09 W16,= 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 l Job Number: N330090 VARIOUS ,9A6/9A7 ,213MAt213ME3/213TA/2131 B1213SE ,021 R101 Truss Label: FT2 Loading Criteria (psn TOLL 40.00 TCDL 1000 BCLL 0 00 BCDL 5 00 Des Ld 5500 NCBCLL 10-00 Soffit: 2.00 Load Duration- 1.00 Spacing: 24.0 " 69" 69" 4"8 2,5„ TYP) Illy 1 SEON: 10276 t 141 / SY42 Cust: RR8975 JRef_ 1'JVaH89750129 Qty. 5 FROM JJP DrwNo- 117 18 1607 23585 i KM / FF 04/27/2018 8'9"12 154"12 2'0"12 67 VY12 1 Y12 2,5„ 8 As154" 12 i Wind Criteria Snow Criteria (,Pg.Pf in PSr r Defl/CSI Criteria A Maximum Reactions (Ibs) Wind Slid NA Pg NA Of NA CAT NA PP Deflection in loc L/defl L/# Loc R / U Rot, r' Rh / RL 1 W Speed. NA mph Pf- NA Cc NA VERT(LL)- 0.119 D 999 360 Q 840 , - / 7.2 EnclosureNALuNACs- NA VERT(TL) 0 275 D 900 240 i J 827 3.5 Category NA Snow Duration- NA HORZ(LL.) 0.026 B - Q Min Brg Width Reg = 1.5 EXP: NA HORZ( TL) 0.043 B J Min Brig Width Req = 1.5 Mean Height NA ft Code / Misc Criteria Creep Factor 2 0 Bearings Q & J are a rigid surface. TCDL: NA psf BCDL. NA psf Bldg Code: FBC 6th ad 2017 Max TC CSI 0.773 Bearing Q re wires a seat late- gqpMWFRS Parallel Dist NA TPI Std 2014 Max BC CSC 0.779 Members not listed have forces less than 375# C& C Dist a NA ft Rep Factors Used Yes Max Web CSI. 0.433 Maximum Top Chord Forces Per Ply (Ibs) Loe- from endwall- NA FTFRT-12(0)110(0) Chords Tens Camp. Chords Tens Comp I NA GCpi NA Plate Type(s) Wind Duration. NA WAVE VIEW Ver 17.02 02A 1213 21 A - B 0 - 571 E - F 0 -1910 B C 0 1454 F G LumberValue Set- 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N But chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set '1313" uses design values approved 1 /30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0-128"x3",ruin_). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Is f T E # 0 278 x.. Q 11 C - D 0-1910 G-H 0 -571 D - E 0 -1917 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens. Comp Chords Tens. Comp, P - O 1130 0 M -L 1747 0 0- N 1755 0 L- K 1130 0 N- M 1917 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Cornp. Webs Tens Camp. A- Q 0 -821 M -F 461 0 A - P 910 0 F -L 0 474 P - B 0 -888 L -G 516 0 B - O 514 0 G -K 0 888 O- C 0- 478 K- H 907 0 C - N 454 -5 H -J 0 773 041 111)0i20 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 fabricatiq handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid cellinn Locations shown for ermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable Apply gfates to each face ofptruss 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 Build inq Components Group Inc shall not be responsible for any deviation from this drawing,an , failure to build the truss in conformance with ANSI I PI 1, or for handlinct, shipping, installation and bracing of trussesA seal on this drawing or cover page . listing this drawingg indicates acceptance of proiessionar engineeringq responsibility solely for the design shown. The suitability and use of this Drawing for any structure is the responsibility of the Barilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE www aipinetw com: TPI. www. tih nst. org_ SBCA: www.sbundustry.aom. ICC. w v lccsaf K3" 2400 Lake Orange Fir Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS 9A6/91\7 213MA,213Mfi,'2131-,A/2!3f[31'213SL 02k/01 Truss Label: F T3 Ply I SE ON_ 10277 / 138 / SY42 CusC R P8975 JR04 1 Wal 189750129 Qly 7 1 ROpl 1) 1, Drwplo 117 18 1607 22962 Km 1, DF 04i2 7t20 18 69" 8'6"8 151 "8 6' 9" 1'9"8 67' 4" 8 1'3" 12 1'3" 12 2' 6" 2'5"8 TYP) 151 " 8 I Loading Criteria psf) Wind Criteria Snow Criteria tr14 Pf DefI/CS1 Criteria A Maximum Reactions (Ibs) 1 TCLL 4000 Pg NA CI NA CAT NA PP Deflection in loc L,1defI WindSolNALoc R U Rw J Rh 1 RL W TCDL 1000 Speed NA men Pf NA Ce NA VERT(LL) 0.112 D 999 360 P 825 /7 2 BCLL 0 00 Enclosures NA Lu NA Cs NA VERT(TL) 0 239 D 999 240 1 825 BCDL 5 00 Category. NA Snow Duration NA HORZ(LL) 0 023 J - - P Min Brg Width Reg = 1.5 Des Ld 5500 EXP NA HORZ( Tt-) 0.037 B - - I Min Brg Width Reg Mean Height NA ft NCBCLL 10 OC Code / Misc Criteria Creep Fa toi 2 0 Bearing P is a rgid cSurface TCDL NA psf Soffit 2 00 BCDL NA psf Bldg Code F BC 6th ed 20 17 Max TC CSI 0652 Bearing P requires a seat plate Load Duration 1 00 MWFRS Parallel Dist NA TPI Sid 2014 Max BC CSC 0.715 i Spacing 24 0 C&C Dist a NA If Rep Factors Used Yes Max Web CSI 0 424 Members not listed have forces less than 375# Loc from endwall NA FT/RT 12(0)110(0) Maximum Top Chord Forces Per Ply I NA GCpi NA Plate Tylpe(s} Chords Tens Comp Chords Tens Comp Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 559 E - F 0 -1844 Lumber B , C 0 -1417 F - G 0 -1418 I IC D 0 -1845 G - H 0 -557 1 Value Set 13B (Effective 61/1/2013) i D - IF 0 1851 Top chord 42 SP #2 N Bot chord 4x2 SP #2 IN Webs 4x2 SP #3 Maximum Bat Chord Forces Per Ply (Ibs} Chords Tens Comp Chords Tens Camp Lumber value set "1313" uses design Values approved 1/30/2013 by ALSC 0 - N 1106 0 L- K 1699 0 N- M 1706 0 K -J 1105 0 Plating Notes M - L 1851 0 1 All plates are 3X3 except as rioted Maximum Web Forces Per Ply (Ibs) AdditionalNotesWebsTensCompWebsTensCome 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or A - P 0 - 806 L - F 424 -16 Gun nails h) 128"x3" min ) Strongback material to A-0 891 0 F - K 0 -456 be supplied by erection contractor foil," 0- B 0 -869 K-G 498 0 1 Truss must be installed as shown with top chord up vi s FQ w1%R B N 495 0 G - J 0 /-869 or N- C 0 -459 J- H 888 0 4180 N4 C - M 417 -23 H - 1 0 2 0,5P48fkUT E 0 K5 1027S NAk_ gee 04 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 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI SBCA) or sa cry practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted othervvise,tals chord shallhave properly attached structural sheathiq and bottom chord shall have a pro erly attached ridceilingLocationsshownforpermanentateralrestraintofwebsshallhavebracinipinsailedperBCSIsectionsB3B7orN10asapplicableApplyyOatestoeachfaceof"iruss and position as shown above and on the Join Details, unless as noted otherwiseRefer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW BuildinaComponents Group Inc shall not be responsible for any deviation from this dlawrn,any failure to build the Ile-AiLPINL truss inconformance with ANSL PI 1, or for handlinq, shii installation and bracing Of trUssesA sea[ on this dr wing or cover page 1111,- 2400 Lake Orange Dr listing this drawing, indicates a essiona engineeringresponsibility solely for the design shown. The suitability and use ofthisrawingforanyCsfrt'1cnt`uereQisftheresponsibilityof the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 or 0" for aro, s e. th stCo`s' to Foal,notes I e and the- 1,eb ste, kLi'NE — alpne,r, Corr, TPI — tpi-t - 3SECA — C v-,,.csafieorOrlando FL, 32837 q Job Number N330090 t VARIOUS-9A619A7 -213MA 2-13MBi21 TAt213T13,2.3SE 02 Rk01 Truss Label: r14 5,6" 5'l 4" 8 2,6„ TYP) 4X6 1.5X3 r A B C 70 Q P O N 1.5X3 4X4 1.5X3 2X4 Ply_ 1 SEQN. 10271i i 1-40 / SY42 Cast R Mi975 Joel! 1 Olal i89r>0129 Qty. 7 f-ROM. Mr, Dr,-vNo. 117 18 1C07 23396 Kel r DE 04,27,2018 6` 10"A 14'8"12 144 710,8 4X4 1 5X3 D E F G M L _K . 1. 5X3 4X4 2X4 A., 14,8,.12 Loading Criteria cos" Wind Criteria Snow Criteria It e Pf w PSF' Defl/CSI Criteria TCLL. 40 00 Wind Sol NA Ps NA Ct NA CAT NA i PP Deflection in loc L/defi L`# TCDL 10 00 Speed NA mph Pf NA Cc NA VERT(LL) 0 130 D 999 360 BOLL: 000 Enclasure NA Lu NA Cs NA VERT(TQ 0 247 D 939 240 BCDL: 5 00 Category NA Snow Duration NA HORZ(LL)- 0 017 J - - Des Ld 55 00 EXP NA HORZ( TC-) 0 024 ,1 - Mean Height_ NA It NCBCI L 10 00 TCDL NA psf Code / Misc Criteria Creep Factor 2 0 Soffit 2.00 BCDL NA psf Bldg Code: FDIC6th ed 2017 Max TC CSI 0 541 Load Duration_ 1 00 MWFRS Parallel Dist: NA TPI Slid- 2014 Max BC CSI_ 0.816 Spacing. 24.0 " C&C Dist a. NA it Rep Factors Used Yes Max Web CSI. 0.410 Locfrom endwali_ NA FT/RT12(0)110(0) I NA GCpi_ NA Plate Type(s) Wind Duration NA WAVE: VIEW Ver 17 02 02A 1213.21 Lumber Value Set 13B (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1,/ 30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback- Attach to each truss where shown with 3-10d Box or Gun nails ( 0.128"x3",min.). Stiongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up- j0, 7btK0% t T 04i30/ 201 8 A Maximum Reactions (lbs).. Lee R / U i Rw f Rh I RL i b"V Q 803 (- 72 1 791 35 Q Min Brg Width Red = 1 5 I Min Brg Width Rea = 1 5 Bearings Q & I are a rigid surface. Bearing Q requires a seat plate Members not listed have forces less than 375# Maximurn Top Chord Forces Per Ply (Ibs) Chords TensComoChords Tens- Comp_ A -B 0 - 540 D -E 0 -1722 B -C 0 - 1367 E -F 0 -1371 C -D 0 - 1711 F -G 0 -539 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P -O 1063 0 M -L 1717 0 O- N 1705 0 L- K 1658 0 N-M 1711 0 K -J 1066 0 Maximum Web Forces Per Ply (lbs) Webs Tens. Comp Webs Tens Camp. A- Q 0- 787 E- K 0 - 456 A- P 861 0 K- F 484 0 P -B 0 - 829 F -J 0 -837 B- O 483 0 J- G 857 0 0- C 0- 572 G- I 0 738 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 , shippping. installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety InformationbyTPIandSBCA) fcr safely practices prior to performing these functions Installers shall provide temporary, bracing per 6CSi. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri Id celilnq Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 1 B7 or Biro as applicab-IeApplyplatestoeachfaceaptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise- Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bulldin Components Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the truss in conformance with ANSI/ PE 1 or for handllnq, shipping, installation and bracing of trussesA seal on this drawing or cover page . . listing this drawing indicates acceptance of protessionaT engit bring responsibility solely for the design shown. The suitability and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For mare :nfnrmation see, th e tab`s c.neral ,or ac2e and these wee sit-. ALPINE. —v ctipii e M coin. TPI. ww tpinst org SBCA. rr,w. sbc id.,sfry c.oI ICC. nvw.icrsaf n' 2400 LakeOrange Or Suite 150 Orlando FL 32837 Job Number: N130090 .--- Ply i SION.10279I 149 /SY42 Crra RR8975JRat 1WaH89750129 VARIOUS 9A0/9A7 213MA!213Mt3/2131A'213-IB,213SE 021 R/01 Oty 1 IROM JJP DrwNV 11718 1607.23226 Truss Label FT4A KM ! OF 04127!2018 127'12, 14'8"12. 56 _ 7'1:.12 1I'l"12 16 13'1 4 V78 8 1'S 12 tTr1 1 3X16 d.1.5X3 t5X3 3X4 1.5X3 1.5X3 A 13 C D E F O It 1.5X3 3X4 1.5X3 i. xL 3X4 2X4 2X4 1,8 Loading Criteria q)sfi Wind Criteria TCLL 4000 Wind Slid NA TCDL: 1000 Speed NA mph BCLL. 0 00 Enclosure NA BCDL: 5 00 Category NA EXP NA Des Lit 55 00 Mean Height NA ft NCBCLI_ 10.00 TCDL NA psf Soffit 2 00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Lee from endwail_ NA I NA GCpi NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/301'`2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback f Attach to each truss where shown with 3-10d Box or Gun nails (0.128"0",min_)- Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 14'812 _... Snow Criteria (PO f1f n PsE) Defl/CSI Criteria a Maximum Reactions (Ibs) Pa_ NA Of NA CATS NA', PP Defection in loc L,'`defi Lr# hoc R U Rw t Rh t RL i W Pf. NA Ce NA VERT(LL) 0.069 C 999 360 T 609 t 72 Lu NA Cs NA VERT(1 L) 0.151 C 999 240 N 815 I - 3 5 Snow Duration NA HORZ(LL)_ 0 017 B - - K 251 36 1 3.5 HORZ_( TL)- 0.026 B T Min Brg Width Red = 1 5 Code / Misc Criteria Creep Factor 2.0 N Min Brg Width Reg _ 1 5 Bldg Code- FBC 6th.ed 2017 Max TC CSI_ 0.511 K Min Brg Width Reg = 1.5 TPI Sid: 2014 Max BC CSI: 0.715 Bearings T, N, & K are a rigid surface Rep Factors Used: Yes Max Web CSI 0.293 Bearing T requires a seat plate FT/ RT 12(0)'10(0) Members not listed have forces less than 375# Plate Types) Maximum Top Chord Forces Per Ply (ibs) WAVE VIEW Ver 17.02 02A 1213 21 Chords Tens Comp Chords Tens- Copp A- B 0- 385 C- D 0 - 972 B - C 0 -891 D -E 0 -683 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp S - R 761 0 P -O 968 0 R- 0 974 0 O -N 413 0 C2 - P 972 0 L 1/ VO, r7 I W T* P {j P 4 2 NA Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- T 0- 592 D- O 0 - 458 A - S 616 0 O -E 432 0 S - B 0 -597 E -N 0 -697 WARNING'* READ AND FOLLOW ALL NOTES ON THiS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinc handling. shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSi. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache n td ceilinct_ Locations shown for ermanent lateral restraint of webs shall have braclndci ins ailed per BCSI sections B3, B7 or L 10 as applicable Apply gfates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions - Alpine. a division of ITW Btlildin Components Group Inc shall not be responsible for any deviation from this diawin .any failure to build the truss in conformance with ANSI/-i PI 1 or for handling shipping. installation and bracing of trussesA seat on this drNing or cover page fisting this drawing indicates acceptance of pralessronat engineering responsibility solely for the design shown. The suitability, anduseofthisdrawingforanystructureisheresponsibilityoftheLiddingDesignerperANSIiTPI1Sec.2, r cr _ore fG i 3,__ r-. sei, if c job's 9 _PI SBGF vGu idum.w4 r saf p_o3 2400LakeOrange Dr. Sure 150 Orlando FL 32837 b Number N330096 Ply - I VARIOUS .9A619/\7 213SIA/2131013/213JAi2131 B1213SF 021 P/01 Qty 1 Job11,11, 11 Truss Label: FT3GE 1712 1'7" 12'-'-' 17 I'A" - TYP) 14'8" 12 1 S1 " SEON 10280 / 1-28 / SY42 Cust RR8975.)Ref I -Rom JJP DiwNo 117.18 1607 22991 KM / DF 04/27/2018 3X4 3X3 2X4 2X4 2X4 2X4 2X4 2X4 2X4 A B C D E F G H I I K L Y N 2X4 X W V u T S R Q P 0 2X4 3X3 1"8 1474 14'8"12 Loading Criteria (pAn Wind Criteria Snow Criteria (P9 Pfm PSF) Defl/CSI Criteria A Maximum Reactions (lies), or *=PLF TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NAB PP Deflection in too L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL 1000 Speed 150rnph Pf NA Ce NA VERTTL) 0 001 B 999 360 Y' 446 /32 /31 /- /- /175 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(I-L) 0.003 B 999 240 Wind reactions based on MWFRS BCDL. 5 00 Risk Category 11 Snow Duration. NA HORZd-L). -0 000 B Y Min Brg Width Reg = - DesLd 55 00 EX P C I HORZ(TL) 0 000 B Bearing Y is a rigid Surface NCBCL1- 10 00 Mean Height 15 00 If Code / Misc Criteria Ci eep Factor 2 0 Soffit 200 TCDL 4 2 psf BCDL. 3 0 psf Bldg Code FBC Sth ed 2017 Max TIC CSI 0828 Members not listed have forces less than 375# Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Stcl 2014 Max BC CSI 0038 Maximum Gable Forces Per Ply (Ibs) Spacing 24.0 C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0141 Gables Tens Comp Gables Tens Comp Loc fromendwall Any FT/RT 20(0)110(0) X - B 100 -742 G - S 69 -586 GCpi 0 18 Plate Type(s) C - W 69 -544 H - R 69 -587 Wind Duration. 1.60 WAVE VIEW Ver 17 02,02A 121121 D-V 70 -596 1 - Q 70 -583 Lumber Value Set, 1 3B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 1313" uses design Values approved 1/30/2013 by ALSC Bracing Sheathing is required for any long ItUdinal (drag) forces. All connections to be designed by the building designer Special Loads Lumber DurLac -1 00 / Plate Dur Fac -1 00) TC From 440 pit at 0.00 to 440jof at 1448 BC From 10 pff at 0 00 to 10 Plf at 1460 Plating Notes All plates are 1,5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is not exposed to wind Additional Notes See ANSUTPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord Lip. Is S AT 0/0NA4027; E - I — - 105 i - r 81 -603 F - T 69 -587 K-0 69 -516 041/30/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care IN fabricatiq handling shipping, installing and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. bracing per SCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progerlyattachedd [in L,,ationsshown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 10Apply ",' as a p p I I c ar'bWe, ' 'A' , ales to each face oiruss and position as shown above and on the Join Details, unless noted otherwise kefer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildin4Cornponents Group Inc, shall not be responsible for any deviation from this drawing,apy failure to build the truss in conformance with ANSI PI 1, or for handlin, shipping, installation and bracing of trussesA seal on this drawing or cove e listing this drawing, indicates acceptance of processional engineering responsibility solely for the design shown. The cover yermrespons anduseofthisravingforanystructureisresponsibilitgotheBuildingDesignerperANSIfTPI 1 Sec.2. For more information see th n bdthose -sewebs tesALPINE —alpineirwcorr,TPI "A wtP11j1 ,RCA wsbcmdtisfirycomiCC —c.csaf ALPINE 2400 Lake Orange Eir Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/21'iMB/2131 A/213TB/213SE ,021 R/01 Truss Label: F16 5'6" 5'6" 4"8 2'6" TY P) Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid NA TCDL 1000 Speed NA mph BCLL 0 00 Enclosure NA BCDL 5 00 Category NA F-XP NA Des Ld 5500 Mean Height NA ft NCBGLL 10 00 TCDL NA lost Soffit 2 00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a NA it Lee from endwall NA I NA GCpi NA Wind Duration. NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bat chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 byALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0-128"x3",min-)- Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Ply. 1 SEQN 10281 / F39 / SY42 Cusf R R8975 JRef1 WaN89750129 Qty 3 FROM JJ(' DrwNo_ 117.18.160723334 KM / DF 04/27/2018 7' 1a"4 14'5"12 , 2 4„ a 67'8 1312 11- 1 14' 5" 12 "1 Snow Criteria Ing of in PSr) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ice L/defl L/# Lee R / U Rw 1 Rh / RL W Pf NA Ce NA VERT(LL)- 0.150 D 999 360 O 789 - 7 2 Lu: NA Cs. NA VERT(TL) 0.330 D 693 240 H 789 l - Snow Duration_ NA HORZ(LL)--0.023 G - O Min Brg Width Req = 1 5 02 0 G Reg = - gsCode / Misc Criteria Creep Factor pBearing O iin arigidsurface. Bldg Code: FBC 6th ed 2017 Max TC CSC 0-884 Bearing O requires a seat plate - TPI SM 2014 Max BC CSI 0 788 Rep Factors Used Yes Max Web CSI 0A00 Members not listed have forces less than 375# FT,` RT 12(0)/10(0) Maximum Top Chord Forces Per Ply {Ibs) Chords Tens Comp Chords Tens Comp. PlateType(s) WAVE VIEW Ver.1T0202A121321 A -B 0 -527 D -E 0 -1660 B - C 0 -1339 E -F 0 -1339 C - D 0-1665 F -G 0 -526 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp N- M 1038 0 K- J 1584 0 M - L 1661 0 J - I 1049 0 L - K 1665 0 a L_/ . VATE ra m 0 278r r.- NA a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- O 0- 773 E- J 0 390 A - N 841 0 J-F 460 0 N - B 0 811 F-1 0 831 B- M 479 0 1- G 838 0 M- C 0- 585 G- H 0 763 04/ 30201 8 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 SCSI (Building Component Safety Information, by TPI and SBCA) for satpety practices prior to performing these functions installers shall provide temporary bracing ppr BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforermanantlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3. B7 or 810. asapplicableApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJoinCDetails, 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 trussinconformancewithANSIf1PI1orforhandling, shipping. installation and bracing of_trussesA seal on this drawing or cover page . listing this drawing, indicates acceptance of protessionai engineering responsibility solely for the design shown. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Tor more information see this Job's general notes page and these web sites. ALPINE. www.alpineltw.com, TPI. w _ rPllst org; S6CA _www.sbcl"J"ary coin, ICc. w ww.iccsaf Ed' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job NUmber: N330090 VARIOUS .9A6/9A7 ,213MA'213MB,1213TAi213TBr213SE ,021 ,Il Truss Label: F 17 5,6„ 5,6., 4"8 2'n,. TYP) Ply 1 SEQN- 10282 ! 1-15 / SY42 Cust_ RR8975.)Ref: 1UVa Ff89750129 Qty: 1 FROM JJP DnvNO 117 18 1607 24004 KM Df 04l27!2018 7' 10"4 4'5' 12 m._.. ___.. : 2.4„4 6,7 ' 8 1'3"12 3X6 1 5 X 3 1 5X3 3XC A B C D E F G G N M L K i X3 3X4 5X3 3X4 2X4 2X4 61 8'4"12 14'S 12 Loading Criteria Ips'i Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40.00 Wind Std_ NA Pg NA Ct NA CAT: NA, PP Deflection in too Lfdefi L,,# Loc R U Rw f Rh ,r RL 1 W TCDL: 10 00 Speed: NA mph of NA Ce: NA VERT(LL): 0.141 D 692 360 O 7218BCLt. 0.00 Enclosure- NA Lu: NA Cs_ NA VERT(TL}_ 0-315 D 42H 240 L 28& / 288 t 8 00 I BCDL 5 00 Category NA Snow Duration NA HORZ(LL)--0-023 G - H 671 Des Lot 55 00 EXPNA HORZ(TL}: 0.037 G O Min Bug Width Req 5 NCBCLL 1000 Mean Height NA ft Code / Misc Criteria Creep Factor: 2.0 L Min Erg Width Req = 1 5 Soffit 200 TCDL NA psf BCDL- NA psf Bldg Code FBC 6th ed 2017 Max TO CS1, 0-747 H Min B`9 Width Req = - Load Duration_ 00 MWFRS Parallel Dist NA Tf E Std 2014 Max BC CSI 0 798 Bearings G & L are a rigid surface Bearings O & L require a seat plate r Spacing24 0 " C&C Dist a NA it Rep Factors Used Yes Max Web CS1 0 324 Loc from endwall NA FT/RT 12(0)/10(0j Members not listed have forces less than 375# 1_ NA GCpiNA Plate Type(s) Maximum To Chord Forces Per PI Ibs p ( ) WindDuration NA WAVE VIEW Ver 17 02 02A 1213 2' Chords Tens Comp Chords Tens Comp. Lumber A B 0 387 D - E 0 1115 Value Set 13B (Effective 6/112013) B - C 0 - 9411 E - F 0 -1063 Top chord 4x2 SP #1 C - D 0 - 1117 F - G 0 .427 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails ( 0.128"x3",n1in.)- Strongback material to be supplied by erection contractor - Truss must be installed as shown with top chord up - ANTE TO 278"" e4A Maximurn Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp N-M 759 0 K -J 1190 0 M- l_ 1122 0 J- 1 859 0 L - K 2233 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens- Comp- A- O 0- 605 M- C 143 502 A -N 618 0 F - 1 0 -687 N -B 0 -590 1-G 681 0 B -M 407 -29 G -H 0 -641 04, 30 201 f( 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 BCS1 (Building Component SafetyInformationbyTPIan1SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing at BCSI- Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have a proRerI attached rE3g cei6n Locations shown for permanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or k 10, as applicable Apo y plates to each face of truss and position as shown above and on the Joins' 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 drawin any failure to build the truss in conformance with ANSP PI 1 or for handling, shippint7, installation and bracing of trussesA seal on this dr wing or cover page _ . listing this drawing indicates acceptance of pro essiona engineeringt1 responsibility solely for the design shown. The sus ability and useofthisdrawingforanystructureistheresponsibilityoftheEuildingDesignerperANSIITPI1Sec.2. or more nfarr ab n see th s lob', 9enerai notes page and these web sites. ALPINE — aip,neitw. com; TPi. w v. tp4 ist. ore. SBCA. www. sbandostry. com: !CC wvnv.-ccsafe. 2400 Lake Grange Dr Suite 150 Orlando FL.. 32837 Job Number: N330090 Illy I VArRiOUS 9A6,9A7 213MAi213MB,21 31A/213TB,'213SF 02; R!01 Q1V 2 Truss Label: f- T8 56' T1 " 12 5'6" 1 712 4"8_ i I YI 1) SFON 10283 ; T30 ,• SY42 Cush. RR897`, JRef iWaH89750129 FROM J,Jl Dwilto 117 18 1607 23084 Ks! / DF r4/27,2018 127" 2 14'5"4 1 1 ", 2 lE 12 9'12 8 4' 1'3" 12 1T,"4 - 148 - - 3X4 I 5X3 I 5X3 3X4 4X6 I 5X3 3X4 A R C D F I- (;H I Q I, 0 N hi i K 'i I 5X3 1 5X3 1 5X3 3X4 4X4 4X4 2X, 2X4 1 1'3"4 14'5"4 41 37' I Loading Criteria osf Wind Criteria Snow Criteria 1P9 F"m FSF,l Defl/CSI Criteria A, MaxiMUrn Reactions (Ibs) TCLL 40 00 Wind Std NA Pg NA Ct NA CAT NAI PP Deflection in live L/defl L/# L o c R / IF Rw Rh RL VV TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LI-) 0080 J 504 360 S 523 /- /_ - 7 2 BCILL 000 Enclosures NA Lug NA Cs NA VERT(TL) 0 214 J 324 240 M 134C I - 5 BCDL 5.00 Category NA Snow Duration NA HORZ(LL) 0 025 1 - - S Min Bra Width Req = 1 5 EXP NA Des Ld 55 00 Mean Freight NA If HORZ(TL) 0 045 1 M Min Erg Width Req 1 5 NCBCLI_ 10 00 TCDL NA psf Code / Misc Criteria Creep Factor 2 0 Bearings S & M are a rigid surface Soffit 200 BCDL NA psf Bldg Code FBC 6th ed 2017 Max TC CSI 0 886 Bearing S requires a seat plate Load Duration: 1 00 MVVFRS Parallel Dist NA 7PI Sid 2014 Max BC CSI 0901 Spacing 24.0 C&C Dist a NA it Rep Factors Used Yes Max Web CSI 0 396 Members not listed have forces less than 375# Loc from endwall NA FTIRT 12(0),/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comb I NA GCpi NA Plate Type(s) Wind Duration NA WAVE VIEW Vei 17 02 02A 1213 21 B - C 80 -681 E - F 920 0 Lumber C - D 248 -640 F - G 383 0 D - E 510 230 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 IN Maximum Bot Chord Forces Per Ply (Ibs) But chord 4x2 SP #1 Chords Tens Comp Chords Tens CompWebs4x2SP #3 Lumber Value set '1313' uses design values R - Q 627 -4 0 N 632 -256 approved 1,30/2013 by ALSC 0 - P 647 -242 N - M 34 -711 P - 0 640 -248 IS 0 -868 Plating Notes All plates are 3X3 except as noted Maximurn Web Forces Per Ply (Ibs) Webs Tens Comp Webs Fens CombAdditionalNotes 2x6 #3 HEM -FIR or better continuous strongback A - S 0 -504 E - M 0 -834 Attach to each truss where shown with 3-1 bid Box or A - R 505 0 M - F 0 -687 Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor fSilfft R - B 10 - 494 F - L D - N 0 -731 K - 1 749 0 0 -523 This truss spaced @ 24 0" OC Supports additional FQ 1,,o: N - E 609 0 concentrated load at right end from 9 00' stud wall 13 75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang Roof load 2000psfLLand 700psfDL Truss must be installed as shown with top chord up ATE t ORY0 S/ 110 178 04L3, 0201 8 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricahnN, handling shipping. installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) or sa ety Practices prior to performing these functions installers shall provide temporary,' bracingypr BCSI Unless noted othervase,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attache It 9 wdcedingLocationsshownforermanentlateralrestraintofwebsshallhavebracinoinstalledperSCSIsectionsB3. B7 asapplicableApplyOatestoeachfaceof"rmss and position as shown above and on the Join Details, unless noted otherwise k e, fr e r It cr 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 truss in conformance withANSI, P1 1 or for handling, shipping. installation and bracing of trussesA seal on this drawing or cove listing this drawin indicates acceptance of professional engineerin responsibility solely for the design shown. The "FUTaTbility anduseofthisNcawingforanystructureisheresponsibilityoftheIgUildingDesignerperANSI/TPI I Sec.2. For more nforj, at,or see this Lo ) s erali( t!_ 1saesS_A[Ylx=,eow comi rP1 riptist m- -rng SBCA sbundttycoICC -u vv safe t29ioonotes paeatA, 10aw"h" 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837, Job Number N330090 VARIOUS ,9A619A7 , 213MA1218MB1213Trt<`213TB'213SE -021 -Rt91 Truss Label: F19 5.6,. 4"8 2'6 r: YP} 3X6 1 5X3 A B C P 0 N M 1 5X3 3X4 1 5 X 3 2X4 7'11"7Ic Ply- 1 SEON_102841 136 7SY42 CustRR8975,Mel isvaH89750129 City. 1 FROM. Jill Drlerlo, 117 18 1607 23537 KM r DF 4'27l2018 7'6" 10'3" 12'4"8 14' 22,9„ 21 ig 8 7 1' 3"12 1'3"'2 1'3"12 1 5X3 4X4 1 5X3 15X3 3X4 D E F N L K 4X4 2X4 27' 11 34'15 14 Loading Criteria Ps'r Wind Criteria Snow Criteria (r g Pf n PSF, Defl/CSI Criteria A Maximum Reactions (lbs) TCLL. 40-00 Wind Std: NA Pg_ NA Ct: NA CAT- NA I PP Deflection in loc L/defl Li# Loc R f U Rw I Rh # RL l W TCDL: 10.00 Speed- NA mph of NA Ce_ NA VERT(LL) 0 095 M 913 360' P 610 1 - - t - 72 BCLt_ 0 00 Enclosure: NA Lu NA Cs NA VERT(1 L) 0 192 M 640 240' L 165 1228 11 3 BCDL 5 00 Category NA Snow Duration NA HORZ(LL) 0 024 B - - K 682 , - 11 3 EX NA Des L.d 55 00 MeanHORZ(TL) 0 035 B 304 Heights NA ft ? NCBCLL 10P Min Bug TCDL NA psf Code f Misc Criteria Creep Factor: 2 0 9 Width Re q 5 Soffit_ 2.00 BCDL NA psf Bldg Code- FBC 6th_ed 2017 Max TC CSI: 0 561 L Min Brg Width Red = 1.5 Load Duration: 1 0 TPI Std: 2014 Max BC CSI 0 722 K Min Brg Width Reg = 1 5 MWFRS Parallel Dist NA ' I Min Brg Width Reg = - Spacing 24.0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 341 Lee- from endwall NA FTRT12(0)110(0 Bearings P, L. & K are rlold surface NA GCpt NA Plate Types) Bearings P. I_ & K require a seeatat plate Wind Duration: NA WAVE VIEW Ver- 17 02 02A 1213 21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set 13B ( Effective 6/1/2013) Chords Tens Comp Chords Tens Comp. Top chord 4x2 SP #2 N A - B 0 -386 C - D 0 - 952 Bot chord 4x2 SP #2 N B - C 0 - 892 D - E 0 - 942 Webs 4x2 SP # 3 Lumber value set " 13B" uses design values Maximum Bat Chord Forces Per Ply (Ibs) approved 1/30/ 2013 by ALSC Chords Tens.Couip_ Chords Tens Comp. Plating Notes 0- N 765 0 M- L 952 0 All plates are 3X3 except as noted- N - M 955 C L - K 575 0 I Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM - FIR or better continuous strongback Webs Tens Comp Webs Tens- Comp_ Attach to each truss where shown with 3-10d Box or Gun nails h) 128' x3",min.). Strongback material to f Safe A- 110 -592 L - E 715 0 be supplied by erection contractor. tt A - 0 617 0 E - K 0 642 Negative reactions) of - 228# MAX. from a non -wind 0 B 0 - 601 load case requires uplift connection See Maximumw Reactions*« Truss must be installed as shown with top chord up- E 0 278 ° aagatc ar 0- 1/3012018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handling. shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety information, by TPI an. SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracingTer BCSi. Unless noted otherwise. top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached ng9ld ceding Locations shownforpermanentlateralrestraintofwebsshallhavebracinginsailedperBCSisectionsB3. B7 or L 10. as applicable Apply plates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW E3uilrin Components Group [no shall not be responsible for any deviation from this drawin .an failure to build the i truss in conformance with ANSI,` i PI 1, or for handling. shipping, installation and bracing of,trussesA seal on this dr wing or cover page - - 2400 Lake Orange Dr listing this drawing, indicates acceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 Suite 150 ntcre nfo ,.ion see ,n s aoi` s ge—al notes page a rd these web s tes. At -PINE wuhv alpine,Nv o1,1 TPI -wew tpin t o•g, SBCr v scc d st°y carn- 1CC. - ccsafe org Orlando F1. 32837 Job Number N330090 VARIOUS 9A6/9A7 213MA1213MB/2131A/2I3JB/2I3SE 0211 R/01 Truss Label: I- 1 10 5'61' 5'6" 4"8 2'6' - TY P) 4X4 1 5X3 A B C W Q 1, 0 N 1 5X3 1 5X3 2X4 Ply 1 SEON 10285 / 145 / SY42 Cusl RR8975,IfRef lyVaH89750129 Cry I FROM Drwr,ro 1 17 18 1607 23786 KM 11 DF 04/27/2018 7'6" 10'4"8 12'3" 14' 2, 2'10"8 1' 10, 8 1,9" 1-1 1'4'8 _-1 3"12._ 2,_ 1 5X3 I 5X3 3X6 F G H A Y M L K J I 1 SX3 3X4 5'0" 12 A 14' Leading Criteria ipn Wind Criteria Snow Criteria (lIg [If 11,Y , Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40 00 Wind Std NA Ing NA Ct NA CATS NA PP Deflection in Ice L/defl L/# Loc R III Rw Rh RL I/ W TCDL 1000 Speed NA mph Pf NA Cu NA VERT(LL.) 0 132 C 771 360 C 546 172 BCLL 000 Enclosure NA LU NA Go NA VE R T(TI ) 0 253 C 531 240 L 616 /80 BCDL 5 00 Category NA Snow Duration NA HORZ(LL') 0037 B - 1 377 Des Ld 55.00 EX P NA HORZ(TL') 0055 B 0 Min Brg Width Rea = t5 Mean Height NAft NCBCLL 10 00 TCDL NA psf Code / Misc Criteria Creep Factor 2 0 L Min Brg Width Reg = 1 5 Soffit 200 BCDL NA psf Bldg Code FBC 61h ed 2017 Max TC CSI 0 928 1 Min Brg Width Reg FP( Std 2014 Max BC CSI 0 975 Bearings 0 & L are a rigid surfaceLoadDuration100MWFRSParallelDistNABearings0 & L require a seat plateSpacng240C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0.255 Loc from endwall NA FTIRT 12(0)/10l0) Members not listed have forces less than 375# I NA GCpi NA Plate Type(s) MaXIMUrn Top Chord Forces Per Ply (lbs) Lumber Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 Chords Tens Come Chords Tens Comp- B C 0 - 734 C - D 0 -701 Value Set 13B (Effective 6/1/2013) Top chord 42 SID #2 IN Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp Chords Tens ComeWebs4x2So #3 Lumber value set '1 3B" uses design values P - 0 666 0 N - M 701 0 approved 1/30/2013 by ALSC 0 - N 708 0 M - L 694 0 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 3X3 except as noted Webs Tens Comp_ Webs Tens Come Additional Notes A - 0 0 -527 D - L 0 -686 2x6 #3 HEM -FIR or better continuous strongback A- P 535 0 J - IT 447 0 Attach to each truss where shown with 3-1 Od Box or P - B 0 -526 H - 1 0 -380 Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up let Z5 -, , 0 5,fATE OR\ 0 "0 2 AL 0-1 3o 1-018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricartin handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI andg SECA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlypermanentlateralrestraintofwebsshallhavebracinpinsalledperSCSIsections83B7of10, attached ceiliny Locations shown for peiasapplicabaApplyplatestoeachfaceoftruss and position as shown above and on the Join Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.A Alpine. a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to bald the 4LPINE tiuss in conformance with ANSk P1 1, or for hanchrij. shipping, installation and bracing of trusseaA seal on this drawing or cove 11 A, listing this drawing, indicates acceptance of ssiona engineeringwilding solely for the design shown, The cover 2400 Lake Orange Dr and use of this rawing for any structure is Areoresponsibility of the Designer per ANSI/TPI 1 Sec.2. Sure 150 oi more "formation See thisjq s pa geaErerainotesp and these web s,tos AIPINL, mn, iJpme,ov : - TrIl Ie, vttpnorg SBCA -m sbandustry com !CC — ,.csaf, wy 01 lando FL, 32837 L _ ___ Job Number: N330090 VARIOUS 9A6/9A7 213%1A/213MI3/213TA/2131B,2l3S1 02, R/01 Truss Label: 1-1-11 Ply I SFQN 10286 t -134 ISY42 Cust RR8975JRef IVMH89750129 Oty. 1 FROM: JRH DroNo 117 18 1607 23070 KM D F 0412 7 !2o 18 9 8 4 4, X?. 3X3 X31 P OM I 5X3 3X3 X4 R Loading Criteria ,psf; Wind Criteria TCLL 40 00 Wind Sid NA TCDL 10 00 Speed NA mph 11 BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 55 00 EXP NA Mean Height NA ft NCBCI_L 10 00 TCDL NA osf Soffit 2 00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24.0 C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N But chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/301/2013 by ALSO Plating Notes 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements - Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Old Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord Lip 8 11 4 6, 4 8 4, 3X6 3xf) I 5X3 3 X J 3X4 1 SXS X 2 '2 4 Snow Criteria tPg -f , r)sF i Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA LIP Deflection in loc L/defl L!# Lac R U Rw i Ph RL W Pf NA Ce NA VERT(LL) 0 112 C 911 360 P 569 7 2 Lu NA Cs NA VERT(TI-) 0216 C 644 240 K 365 /8 0 Snow Duration NA HORZ(LL) 0030 B - - G 411 /3 0 HORZ(TL) 0 043 B - P Min Brg Width Reg = 1-5 Code / Misc Criteria Creep Factory 2 0 K Min Brg Width Reg - 1.5 Bldg Code FIBC 6th ad 2017 Max I C CSI 0 767 G Min Brg Width Red = 1 5 rpi Sid 2014 Max BC CSI 0 871 Bearings P. K & G are a rigid Surface Rep Factors Used Yes Max Web CSI 0 269 Bearings P & K require a seat plate F T/RT 12(0)110(0) Members not listed have forces less than 375# Plate Types) Maximum Top Chord Forces Per Ply (lbs) WAVE VIEW Ver 17 02 02A 1213 21 Chords TensComp Chords Tens Come B,C 0 -790 E - F 0 404 C- D 0 -793 F - G 0 -377 D-E 0 -403 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens Comp 0 - N 701 0 L - K 785 0 N- M 798 0 K- J 392 0 M - L 793 0 Maximum Web Forces Per Ply (last Webs Tens Camp Webs Tens Camp A- P 0 550 D- K 0 -676 A-0 564 0 J - G 562 0 0 - B 0 -552 T FATE 0 V, 04; 30,12018 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, shigping. installing and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation. by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise top chord shall have properly attached structural sheathin and bottom chord shall have a pro ery, attachedrmid ceding Locations shown for 119.pl R R10 as applicab e Apply permanent lateral restraint of webs shall have bracing installed per SCSI sections B3 B7 or p y plates to each face ol truss and positron as shown above and on the Join Details, unless noted otherws6 Prefer to drawings 160A-Z for standard plate positions Alpine a division of FTW BlJddin Comoonents Group Inc shall not be responsible for any deviation from this drawing.any failure to build the truss in conformance with ANSP PI 1. or for handlinq, shipping installation and bracing of trussesA seal on this drawing or cover as ebilllistingthisdrawing, indicates acceptance of pro) essional engineering The suitability r he q responsJbility solely for the design shown, and use of this rawing for any structure is responsibility of the I idilding Designer per ANSI/TPI 1 Sec.2. fomall 1 1 - 9 pofmore51r, job -, -'al notes and web s,res ALPINE — alp,ne,o, Cob, TPI I nsto,,q SBCA we,, soc,ndus ccsafe, rq0IS '12-- ___ --sre --- -------- ___ - - - ---------- - - ____ __ _o _ M13arnRrdIa 2400 Lake Oranqe D; Suite 150 Orlando FL, 32837 Job Number: N330090 P'IV 1 SEGN. 10287 T31 t SY42 Cuet: RR8975 JRef. 1lviii189750129 VARIOUS ,9AB/9A7,213MAt213v1B/213TA,213IB/213St=,02' R!01 tarty. 1 FROMJRH D,wNo 117 18 160722975 Truss Label: FJ 12 21 Q,. 4.2„ 5'6„ 6,10" 87' 9' 11.7.' 6 288V8 4'081,8 5'4818 6'881"8 8081 11018898`8 10"8 le' 1'2 8 1'2 8 1'2 8 1'2 8 1 2 8 8"8 8"8. 1' 0"12 6" 4 8. 1 3 12 ._ 2X4 3X4 i i 117' Loading Criteria (pstl Wind Criteria Snow Criteria (FIg Ain P Sf) Defl(CSI Criteria A Maximum Reactions (Ins), or *mPLF TOLL: 40.00 Wind Std ASCE 7-10 Fig : NA Ct: NA CAT NA i PP Deflection in too Lrdefl L`# Lee R / U Rw ! Rh ,' RL # W I TCDL: 1000 Speed: 150 mph Pf. NA Cc NA VERT'LL 0 022 1 999 360 r ) U* 422 / 34 / 49 BCLL 0.00 Enclosure: Closed Lu NA Cs NA VERT(TL) 0 076 1 664 240 J 790 / 48 1200 / - 13 0 BCDL: 5.00 Risk Category 11 Snow Duration: NA HORZ(LL) -0 006 J - Wind reactions based on MWFRS Des Ld 55 00 EXP C HORZ( TL) 0 011 J U Min Brg Width Real = NC: BCLL. 10 00 Mean Height: 15.00 Code 1 Mise Criteria Creep Factor. 2. 0 J Min Br Width Re 9q — S Soffit 2.00 TCDL 4 2 net BCDL: 3.0 psf Bldg Code FBC 6t.1 Ed 01Z Max TC CSI 0 = 21 Bearings U& J are a id surface ggLoad Duration: 1 00 MO/FRS Parallel Dist h!2 to h TPI Std 2i014 Max BC CSI 0 492 BearingU requires a seat late Qp' Spacing 24 0 " C&C Dist a 3 00 If Rep Factors Used Yes Max Web CSI 0 124 Members not listed have forces less than 375# Lee from endwali not in 72 00 ft FT'/RT 12(0)/10(0) Maximum Web Forces Per Ply (Ibs) GCpi 0 18 Plate Type(s) Webs Tens Comp Webs Tens Comp Wind Duration: 1 60 'WAVE VIEW Vey 1Z02 02A 1213 27 Lumber T - B 78 - 499 E - Q 51 - 504 C-S 73 -512 F -P 53 -530 Value Set- 13B (Effective bit 2013) D - R 51 -517 IN - H 84 -525 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N I Webs 4x2 SP #3 Lumber value set '1313" uses design values approved 1/ 30/2013 by ALSO j Special Loads Lumber Dur. Fee =1.00 / Plate Dur Fee =1 00) TC: From 380 elf at 0-00 to 380 pit at 11.46 BC From 10 plf at 0.00 to 10 plf at 11 08 TC 235 lb Cone Load at 11 46 Plating Notes All plates are 1-5X3 except as noted- 1 platers) require special positioning Refer to scaled plate plot details for special positioning requirements Wind Wind loads based on MWFRS. Additional Notes 2x6 #3 HEM -FIR at, better continuous strongback Attach to each truss where shown with 3-10d Box of Gun nails ( 0.128"x3",min_) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Is F MATE 0 a 0 278 . 8. 04 30i2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling, shipping installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformationbyTPIandSBCA) for safety practices prior to performing these functions Installers shall provide temporary, bracing rerBCSIUnlessnotedotherwise.top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attache riidceii(n Locations shown for ermanent lateral restraint of webs shall have bracingg inst lied per BCSI sections B3, B7 or 910. as applicabgeAppyOatestoeachfaceforand position as shown above and on the Joint Details, unless noted otherwise- Refer to drawings 160A- Z for standard plate positions A i l t1 i Alpine a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drgwin .any failure to build the .e4"t P1 1 truss in conformance with ANSI,, PI 1, or for handling, shipping, installation and bracing of,trussesA seat on this drUng or cover page _ 240o Lake Orange D_ listing thisdrawing, indicates acceptance of proiessionaT engineeringg responsrhilifY solely for the design shown. The suitability and useofthisdrawingforanystructureistheresponsibilityoftheiuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 or rore information see this Lob's c eneral rota page and these eveb a tas ALPINE wwry aipi ra ,w coin. TPI w tpr o SaCA vrn•=w.sbcinc9ustry ccn, [CC. ew ,cbsafe orq Orlando FL, 32837 Job Number N330090 VARIOUS .9A6t9A7 ,213MA/2 t 3MB2131A/213TB'213SE 021 f2101 Truss Label: FT13 5'6" Ply. 1 SEUN. 10288 148 = SY42 GusC RP8975 JRef. MaH89750129 Cry 7 FROM. JJP ', DrwNo. 117.18 160723381 K ,VV) AK 04t27'2018 71'4 117'12 17'4 41 „S 4"8 2,0„ ryP) 3X6 1 5X3 3X3 3X3 A B C Y 0. l NM L K 1.5X3 3X4 3X3 1 5X3 2X4 k, Loading Criteria , css, Wind Criteria TOLL 40. 00 Wind Stu NA TCDL 10. 00 Speed NA mph BCLL 0 00 Enclosure NA BCDL 5 00 Category NA Des Ld 55 00 EX NA Mean Height NA ft NCBCLL. 1000 TCDL NA psf Soffit 2. 00 BCDL NA psf Load Duration_ 1.00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Lou from endwall NA I NA GCpi_ NA Wind Duration. NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/ 30!2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails ( 0-128"x3",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1'3" 12 3X3 15X3 3X3 1 5X3 D E F 3X3 3X3 2X4 Snow Criteria ( Pg r-. n PSF, Defl(CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection In too L/defl LI# Lee R / U ' Rw r Rh 7 RL W Pf NA Cc NA VERT(LL): 0.071 C 999 360 N 611 7 2 Lu NA Cs- NA VERT(TL) 0.153 C 999 240 H 598 i 3 5 Snow Duration NA HORZ(LL) 0 018 B - N Min Brg Width Red = 1 5 HORZ(TL) 0.029 B Min Brg Width Reg -= 1 5 Code i Misc Criteria Creep Factor 2.0 Bearings N & H are a rigid surface. Bldg Code- FBC 6th ed 2017 Max TC CSI: 0.547 Bearing N requires a seat plate TP1 Std 2014 Max BC CSI 0 721 Rep Factors Used Yes Max Web CSC 0_294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 2(0)!10(0) Chords Tens Comp Chords Tens Comp Plate Type( s) WAVE VIEW Vei 17.02 02A 1213 21 A - B 0 -387 C - D 0 -973 B -C 0 -895 D -E 0 966 f tA ffi€ EOR m 0278 04 30; 2()lg Maximum Bot Chord Forces Per Ply (Ibs) Chords TensCompChords Tens Comp M -L 764 0 K -J 973 0 L- K 975 0 J- 1 755 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Camp A- N 0- 593 E- 1 0 - 605 A-M 617 0 1 - F 595 0 M -B 0 - 600 F -H 0 -549 J -E 422 0 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 Safety Information. by TPI an t SBCA) for sa pety practices prior to performing these functions Installers shall provide temporary bracing per BCSL Unless noted otheiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rPqq(d ceiling Locations shown for errnanent lateral restraint of webs shall have bracirl installed per BCSI sections B3. B7 or B10. as appllcab`leApplyplatestoeachfaceafpsandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard prate positions. Alpine. a division of ITW Bulldin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIi P1 1 or for handling. shipping, installation and bracing of trussesA seal on this drawing or cover page, listing this drawing, indicates acceplance of pra essranai engineerin responsibility solely for the design shown. The sui abdlty and use ofthisdrawingforanystructureistheresponsibilityofthewildingDesignerperANSIITPI1Sec.2. For for auoc see Ehv)oo'e general not€.s Page and these web s,es. ALPINE — aiPireirx corn, TPI . 1pinst. oro, SBU, w+.vvr sbc mustry coin ICC. mw `ccsafc crg N• r= 24001 ake Orange Dr. Suite 150 Orlando FL, 32337 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure Or+ 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt 1,00 Or. 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or+ 120 misin Wind Speed, 15' Mean Height, Partlatty Enclosed, Exposure D, Kzt z 1,00 2x4 aBrcea 1) lx4 'L' Brace w 1) 2x4 'L' Brace A 2) 2x4 'L' Brace oui 1) 2x6 'L' Brace - Q) 2x6 'L' Brace msiGableVerticalNo Spacing Species Graded Braces Group A Group B Group A Group B Group A Group B Group Group A lGroup B 4-y 1 / #2 3' 1 Q' 16' 7' 6' 10' 7' 9' a, 11 9' 3' 7' 14' 0' SPF 9 2 T 8' 7' 11' 9' 6' 12' 0' j 12' 6' 14' 0' 14' 0' U HF Stud 1. 3' 8' S7 ,q T e7- F-i-v 9, 1, 9' 6' 14' 0' 14' G' o Standard 3' 8' 4' 1- 5' 3' 6' 7' 7' 1' a, III 9 6' 10' 4' Ill 11 14' 0' 14' 0' 1 AL 0°_ 6' Il' 7' 10' 8' 2' 9' 4- 91 81 12' a- 13° 14' 0- 0' SP 2 3' 10' 6' 7- 6' 10' 7' 9' 81 11 91 2 2' 2' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 7' 61 Ill 7' 5' 91 21 9' 7' io, Ill ill a, 14' 0' 14' 0' D F L st--1 5' 3' 7 5' 7' 6' 1,- 7' 5' 9' 2' 9' 7' io, ill 11' 8, 14' 0 14' 0 Standard 3' 6' T 7 4' 11- 6' 2' 6' 7 6' 4' 81 ill 91 81 10' 4 9, 14' 0' U 2 L4 25 7' 6' 8' 10' 9' 3' 01 13' '.1' 14' 0' 14' 0' 14' 0' 4-' S P F 3 p, 1, 10 5' 10' 10 13' 9' 14' 0' 14' 0 14' 0 U H F Stud 4' 2' 7' 1 7- 6' 81 91 l 10' 5' 10, io, 13' 9' 14' 0' 14' 0' 14' 0' 0 jtiqdrd 4' 2- 61 V 6' 5' 8' V 8 10' 5' 10, io, 12, 8- 7 13' 7' 14' 0' 14' 0' 4' 7' 7' 7' 7' 11' 1), 01 9` 4' 10, 8, IF F 0, S P 2 4' 5' 7' 6' 7' 9' j -Io, 81 10, 9' 3' 10, 11, 0. 13' 11' 14' 01 14' 0' 14' 0 3 4' 4' 6' 5' 8' 6- 91 11 10' 6' 10' 11' 13' 4- 14' 0' 14' 0' 14' U' DFL tucl 4' 4- 6' 5- 6' 10- 8' 6' 9' 1- 10' 6' 10' 11' 3 4- 14' 0- 14' 0' 14' 0' Standard 4' 2' 10 5' 8' 6' 0' T 6' a, 0. 10, 21 10, io, L _ ill 10, 12' 7' 147 _0' 7-47 _0' 3 -# 2 4' 8' 3-_T 9' 9' 10' 2' 10' 7' F27 1 14' 0' 14' 0' 14' 0 14' 0SPF4' 7' 8 ' Z_b 1), 81 10, 01 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L U HF t_Uc1 4' 7' 2' 8 22 8, 5, 8' 5' 10, 01 ill 61 12, 01 14' 0' 14' 0' 14' 0' 14' 0' 0 Standard 4' 7' 7, O' 7' 0' 7, 5, 7' 5- 9' 4' 10' 0' 1 11' 6' 12' 0' 0' 14' 0' 14' 0' 14' 0' X 1 1' 8' 5- 81 81 91 ill 10' 3' il, 91 12' 3' 14' 0' 14' 0' 14' 0- 14' 0' S P 12 IV 8 ' 3' 8' 7' 9'97 10' 2- j7j -_f27 1' 14' 0' 14' Ci' 14' 0- 14' 01 3 4' 9, 7' 4' 7' 10' 91 81 10, 11 11' 7' 12, 01 14' 0' 14' 0' 14' 0' 14' 0' D F L 4' 7' 4- T IV 8 _707 I _' 71 7- T27 -0' 14' 0' 14' 0' 14' 0' I14' 0' flStandard4' 7' 6' 6- 61 11' 8' 8 9' 3' 11' 6 12' 0- 13' 7' 14' 14' 0' 14' 0' Symn, About able Truss Dagonat brace optiom vertical length may be T doubled when diagonal diagonaln I brace Is used, Correct diagonal brace for 600# I sin it L at each end, Max web totat length Is 14'. Brace lipK)K 11*11,Zv2x6DF-L #2 or better dioqonp T_ Vertica length shown br.cej sirgte doubleIntableabove, 45- or cut 99 as shown, at L upper end. U Connect dliag.rat at 4y '' I' 4j R21 midointofverticatweb, 1 Refer to chart a Fo WARND4G- READ NO FIELLOW ALL NOTTS ON THIS DRAVVeG T WORTANT- FUNUSIA TMS DRAVING TO ALL CONTRACTORS UDING THE INSTAI-LERS i V Trusses eqlre -d-o e care I,, faericatirg, handixxi, shAping, instaUirg and bracing Refer to find fatiaw latest dM-7F SCSI (BAdIrg Can,,.-t Safety Irfornotiori, by TPI and S!Ck) for saf y practic' s prior to perforning these fi rcp- Installers shah provide temporary brad per BC LWe.s noted otherwise, top chord shall - hove property attached tt-,d sheathing and botton r V VATE O snashalthhovea propertyattachedVdceAlng, Locations shown far penwarent iaterat restraint of we 9, I shun iwve mQ installed per BCS1 sections B3, B7 or BIO, as apakabie. Appiy plates to each faces of t,. ss and p.slton, as shown above and or the Joint Detoks, -4- noted otherwise. 4, Refer to drawings 160A -Z Por standard plate post OR% Alpine, a diislor of ITW Budding Components Group Irc, hail not be -p-Hate for any d-4.1don yr- AN rTWCOMPANYHedrawinganyfaA,,re to boAd the truss wi -fornfroe with ANSI/TPI 1, or For hardirg, -Yipping, Mae* i'st. 1t.tion i hr.drg of trusses. fib 13723 A - at - this dr..*g M co'er page kisting this dr-indic ates cates acceptanceof professioriol C W_ R,,em- D-c, S200 p- RAfty ety for ti,e al..k ho- Tiw, sUtbility and use of this, drawing for " structs I. the responsibiLity of di. RAdng Deedv_ per ANSI/Tial I Swce H©,qi,T, 100 6 i0411 For more infor-ti- sea this job's gerw,rat rates page and these web sites, ALPINE_+ -.,tan*Itw-; nal ....tiNnstargj SBCk w-sib-drdastryorgi Ica www1acsafinarg 04 0 2018 U I C, Kzt = 1, 00 IBracing Group Species and Oracles; 11 Group A; Spr ce-Pine- Fir _Hem Fir 1 / #2 Standard 3 Stud 1 # 3 IStarai.ral I Diou aiFi Fir - LarchSouthernPlro.. S-t,,d Stud Standard Standard I Group Di Hem - Fir 1 & Btr Dgu glFlr-L arch Southern Pine- Ix4 Braces shad be SRB (Stress -Rated Board), i-For Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards, Group B values any be used with these es Gable Truss Detail Notes Wind Load deflection criterion is L/240. Provide uplift connections for 75 pif over continuous bearing <5 psF TC Dead Load). Gable end supports toad from 4' 0' ootlookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d 0,128'x3,0' rh) naps. K For c) ' L' brace- space nabs at 2' oa, In IS' end zones and 4' so between zones, K)KFor <2) ' L' braces, space naffs at 3' o,c. in 18' end zones and 6' oc, between zones L' bracing must be a mint-m of 807. of web member length, Galote Verticat Plate Sizes Ve,t1C.I Len No Splice ess than 4' 0' 2X3 Greater than 4' 0, but 3X4 i. less than 11' 6' Refer to the Building Designer for conditions not addressed by this detalt. TOT, LD, 60 PSF MAX, SPACING 24, 0' REF ASCE7-10- GA316015 DATE 10/01/ 14 DRWG A16015ENC101014 ASCE 7-10i 160 mph Or, Or: Or, Gable Stud Reinforcement DetaR Wind Speed, 30' Mean Height, E__nc[osed, Exposure 140 MPH Wind Speed, 30' Mean Height, Partatly Enclosed, Exposure C, Kzt = 1,00 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 120 mph Wind Speed, 30' Mean Height, Partially Encloses, Exposure D, Kzt = 1,00 2x4 Goble Vertical Spacing ISpecies Brace s Grade No Braces 1) Ix4 'L' Brace * Group A Group B 1) 2x4 'L' Brace 0 (2) 2x4 'L' Brace * Group A Group B Group A Group B 1) 2x6 'Ll Brace A Group A Group B 2) 2x6 'L' Brace Grouppr -up P i / #2 3' 8' 3'6' 6' 3' 61 61 7' 5' 7' 8' 2' 11' 7' 12' 0' 14 U SPF 3 5- 9 2- 7' 7' 21, —9, W 81 11 1 V 3' ill ill 1T 7' 1 4' 0 HF S tuldStud 3' 3L 6' 5' 4' 5' 8 7' 2' 7' 7 8' 8' 91 11 1 11 21 0 Standard 6 L 7 _ 4' 11' 6' 2' 7 8' 4' 81 i11 8 U 14 1- 1 a1 U 1 2 31 10, 6' 4' 6' 7' 7' 6' 7' 9' 81 ill 9' 3 12' 2' 3L 11' 14' 0' S P 6 7' 5' 7' 8' 9 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3__77 T 10- 57 2'7 5 61 ill a, 91 V O' 10' 3 8' 0' DFL Stud 3'7 57— 10, 1, 10, 10, 13' 8 Standard 3' 3° 4' 3' 4' 7- 5' 8- 61 11 7' 9' 8' 3' T_ 11' T T27 13' 0- U 11 2 2' 1L 2 5' 8' 5' 81 91 10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14 0' P SPF 3 4' 0- 4' 6' 7' 7' 5- 4 81 8 1), ill 10' 4' 13' 1' 13' 7' 14' Q' 0. U HFStandardStud 17 171- 10' 4' 13' _7 13' 7- 14' 07 14 0- a) o 0 7' 6' 8' 0' ill 10' 4' 11' 10- 42' 8' 14' 0- 1 1 4' 5' 7' 3' 7' 6' 8' 7' 81 ill LDL 2' O' 7' IT 11' 0' S P 27 57 7 8' 91 10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14' 0. 3 4' 1' 5' 11' 4 7' 11' 8' 5' 10, 01 10' 5' L 5' 3 3' L 1 4' 0' DFL Stud 4' 1- 5' 11' 6' 4' 11- T-07— 8' 5' 10, 0, 01 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 7 7' 6' 9' 5' 10' 2' 1 V 0' ill 91 14' 0' 14' 0' 1 / #2 4' 1' 11' 7 T2; 9' 4- 9' 8. 10, 1, ill 61 14' 0' 14' 0' 14' 0' 14' 0' C5 SPF 3 4' 5' 7' 7- 81 11 91 21 9' 6' 10, ii, 5 14' 0' 1 14' 0- 14' 0' 14' U H F 9' 6- LO, ill 11' 7 0—14'0- 14' 0' 14' 0' 0 Standard 5 11 8_ 8_ 3 0 L115' 3 7 4 0 14' 0' 14' 0' X 1 io, 81 01 8' 3 T 5' 91 91 11' 2' ill 81 14' 0 14' 0 14' 0 14' 0 S P 2 4' 8' 7' 11' ---- 81 21 9 4' 91 81 ill 11 ill 61 14' T 1 1 01 14' 0' 14' 0' 3 4' 61 77=6— 6' 10' 77 3 7 1 9 7_ ill 01 ill 61 0 14' 0' 14' 0- 14' 0- 14' 0' N DFLStud6; 10' 7' 3- 9' V 7 ill' 0- 7-17 6- 14' 0- 14' 0' 147 0- 14' 0' Standard 4' 5- 7 - 10' 11- 1 11' 13' 7' 14' 0- 14' 0' Sy - About 1 Diagonal, brace optlon vertic.t length may be doubled when d1agonat brace is used. Correct diagonal brace for 690# at each end. Max web total length Is 14'. Verticat tength shown In table above. Connect di. gontlit at midoort or vertical web, AN DrW COMPAW 13723 Dme Sl Su, t, 200 AP He: qnc MO 63043 2x6 DF- L #2 or better diagonal brace) sm, gie or doubte cut 45' (as shown) at I upper end. X ace I--- ) K)K T_ + 18, X L - I 1i 11 14N Refer to chart a4v WARND,G- READ AND FOLLOW ALL NOTES ON THIS BRAVING1 DVORTANTew FLIRMISH THIS BRAVING TO ALL CONTRACTORS INCLUDING TW INSTALLERS. Trusses require extreme core In fam-loating, homdlQ, sKPplsg, installing and bractog. Refer t r A- the intent edition of SCSI (ILAdIng Comp—ot Safety Information, by TPI and for t SBCA) f octa,espriortoperforrinit1J- f,jnatIars, Installers shalt provide temporary brockoll per A— noted otne- top chond shall have properly attached st—t—I st-tHng and it a ItIf property attachedrigidceding. L.-tions shown For p—rent lateral rest,-Z I it ha- bracing sl-t-.d per BCS1 sections B3, B7 - 310, .. ppl-kciat., Appty pot- to each f4 truss and P-smu- as -I-- -A-- -rd an the Joint Batons, -l.oa noted otherwise. iier to dings 167A-Z For standard 0.ts positlaes Atone, . d islow, of ITV BAdWQ C.,AarentsGroup Inc.Iro, wit notI. responsible for any d-latt.f is dr-Ing"Zy foAure to b,Ad the truss In conformance wttln ANSUTPI 1, or for hardtirq, hoddog, itall.ttoo & i- scing of t—se.. A weal oo this dhaw*Q or cover page 16-tl,-Q this drawing, Jodipates acowptorce of prafessit-A gideerwQ responsibility sotety for the dRsIgn shown. The suttabUty and use of this dr-*V I any struCtune is the nw-pon-kAhty of the &Ad.9 Detaner Per AMI/TPI I S-2, For mare."'v`_- d_ see this job's gemerat rates page and the- web sIt- ALPINE, ..wapWuit.- TPD - tpi-tarQ,, SBCA, ww.sbc-dd-t,v- 10D .. koadf- 11 N C, Kzt = LOO Bracing Group Species and Gradesj Group A: S r,C. P 4Flr He—m--F—i, StandArd #2 Stud D. 0 SFI-L ran southern pline... Stud Stud Standard _Std_- 1- Group B: He-FIr 1 & Btr 1 Dou has Fir - Larch Southern Pire... F ---- #i ---- 7 Ix4 Braces shalt be SRB (Stress -Rated Board)', For 2x4 So, pine use only inclustrai. 55 or Industriat 45 Stress -Rated Boards Group B! values nay be used with these es, I Gable Truss Detait Notesi Wind Load deflection criterion Is L/240, Provide uptiFt connections For 135 plF over continuous tearing (5 psF TC Dead Load). Gabte end supports toad from 4' 0' outkookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L* braces with 10d <CA28.3.0' In) -Ks, K For (1) 'L' brace, space rots at 2' ac, 11 18' eral zones and 4' o.c. between zones. K)KF- (2) 'L' braces space -As at 3' o.c. In 18' end zones and 6' oc. between zones. L' bracing must be a r1oJmum .f BOX of web member length Gable Vertical Ptate Sizes Vertical Length No SpUce Less than 4' 0' 2X4 Greater than 4' fl', t 4X4 less than 2 0 Refer to common truss design for I peak, splice, and heel plates. I Refer to the Building Designer for conditions not addressed by this detii, TOT, LD, 60 PSF X. SPACING 24,0' REF ASCE7-10-GABI6030 DATE 10/01/14 DRWG A16030ENC101014 T Relnfo Meek Go Tr Gabs e Detail For Let -in Verticals Gable Truss Plate Sizes ppropria to Alpine gable detalt for e sizes for vertical studs. Engineered truss design for peak, gib, and heel plates. vertical plates overlap, use a te that covers the total area of tapped plates to span the web. e, 2* 2X4 2X8 Hrovide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148`x 3.',min) Nalis at 4' o.c. plus 4) malls in the top and bottom chords. ToenaRed Nails 10d Common (0.148'x3',min) Toenails at 4' o.c, plus 4) toenalts in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind toad. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gabte Detalt Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A20 in A11530ENC101014, A12030ENC101014, A14030ENC101014, 0 GI A18430ENC101014, A20030ENC101014, A20030ENDIOI A 0 10 S11515ENC100815, S12015ENC100815, SI4015ENCI S18015ENC100815, S20015ENC100815, S20015EN S11530ENC100815, S1203CENC100815, 514030 1 1 S18030ENC100815, S20030ENC100815, S2003 ND1008 S2 3bPED10 81 See appropriate Atishe gable detail for V a WAD AND FCLLJW ALL NOTES ON THIS DRAWIWA IMPORTANT.. FURNISH THIS DRAVM TO ALL CONTRACTORS INCLUDING THE INST S. Trusses require extreme care in fabricating, handling, shipping, Mstalting and bracing. Refer tom - follow the latest edition of SCSI <BuNding Component Safety Information, by TPI and SBCA) for sa p,act I e prior to performing these functions. installers shalt provide temporary bracing per BC ilH4 noted otherwise, top chord shall have property attached structw-a4 sheathing and button ott snail have a property attached rigid ceAing. Locations shown for permanent iaterat restraint of w shall have bracing instatked per SCSI sections B3, V or B10, as appticable. Apply plates to each fa< of truss and poMton as shown above and on the Joint Detalks, unless noted otherwise. Refer to drawings 164A-Z for standard plate positions. AN rrW Aiphe, &l iai r of 1TV BuRdIng Cis Group Inc, shad not be responsible far any diation. f COMPANY this drawing, any £ um ev allure to buf.d the truss in confornance with ANSI/TPI 1, or for haroUng, shIPPIN, astallatbn a bracing of trusses. A seat on this drawwag or cover page i1stling tHs drawing, a'te5 acceptance of professionai 1372, 3 P. , fc C; e r ty soliety ed, the sha- The Butt use andof tNs dra I® 2DO for any structoir. Is the respoinsildKity of the per ANSIITPI I Sect. 1Maryl nc;', Heights', MO 63043 for none information see this job's general notes page and these web sites, ALPINE www.akareitw.comi TPD www.tpinst.oroi SBCA, www.shciodustrv.o- ICO www3ccsafe.oro T' Reinforcement Attachment Detalt T' Reinforcing 'T' Reinforcing Member Member Toe - nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, muitipty ' T' increase by length (based on appropriate Alpine Sadie detalt). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member materlat must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace S2x6 elnf. ' T' Size Increase 4 30 7 Example 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1, 30 x 8' 7' = 11' 2' MAX, TOT, LD, 60 PSE SUR, PAC, ANY MAX, SPACING 24,0a REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-1Oi 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = LOO Er+ 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 r= 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1,00 2x4 Brace Gabte Vertical S pacing Species Grade SP # i#/ 3# 2 H F Stud Standard 1 S P #2 3 cv D F Stud Standard S{P P # 1 3 # 2 S Stud a) o Standard 1 S P #2 3 cv ° D F L Stud Standard 1 i #2 S P F #3 U H F stud Standard X #1 S P #2 3 D F L Stud DiagoZ brace option, vertical length nay be doubted when diagonal brace Is used. Connect dlagonat brace for 600# at each end. Max web total length is 14'. 1) 1x4 'L' Brace * 1) 2x4 'L' Brace x <2) 2x4 'L' Brace 1) 2x6 'L' Brace # 2) 2x6 'L' Brace No Braces Group A Group B Group A Group B Group A Group B Group A Group AGroup 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0 3' 2' S' 8° 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6° 10' 11° 12' 6' 13' 0' 3' 2 5' 8' S' 10' 6' 8' 6' li' 8' 0' 8' 4' 10' 6° 10' 11' 12' 6' 1 13' 0' 3' 2' 4' 11" 5' 3' 1 6' 7' 6' 11' 8' 0' 8' 4' 1 10' 4' 10' 11' 1 12' 6' 1 13' 0' 3' 6' 5' 10' 6' 0° 1 6' 10" 7' i 8' 2' 8' 6' 1 10' 9' 11' 2' 1 12' 9' 1 13' 3' 3' 4' 5' 9' 5' 11' 6' 9' 3' 3' 5' 3' S' 7 ° 3' 3' 5' 3' S' 7" 3' 2' 4' 7' 4' 1i' 6' 2' 3' 10' 6' 7' 6' 10' 7' 9' 3' 8 6' 6' 6' 10" 7' 8' 3, 8' 6, 6' 6, 8' 7' 88' 3` 8' 6, 1' 6' 5' 7, 8; 7' 6' 1Q, 7, 9° 9' 6' 5" 6' 6' 6' 9' 9' 7' 8_ 7' 8' 6, 8. 5, 8' 0, 3' 7, 3' 7, 6' 8, 6' 0' 7' 1' 7' 5> 0' 7, 1° 7' 8, 5" 0" 7, 0' 7' 5' 8, 5" 5° 7, 4' 7, 7° 8, 8° 3' 7' 3' 6' Truss 2x6 f -1 #2 or better diagonal Vertical tength shown All brace) s#ngte in table above. or double cut Las shown) at upper end. M 7' 0' 8' 1' 7' 0' 87 0 7' 0 8' 0° 6' 7 8' 0 ° 8' 1' 9' 3' 7' 11 9' 1' 7' 11 9' 1' 4' 8' 0° 7' 11" 9' 1' 8' 10' 9' 3" 8' 9' 10, 0' 8' 9' 10, 0' TO 710' 3° 8' 10' 1 10' 2' 8' 10° 1 10' 1' 8' 10' 1 10' 1' 8' S' 10' 7' 11' 0' 12' 8' 13' 2' 8' 4' i0' 7" 11' 0" 12' 7 13' 1' 8' 4' 10' 7° 11' 0' 12' 7' 13 11° 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' 9' 7' 12' 2' 12' 8' 14' 0 14' 0° 9' 6' 12' 0' 12' 6' 14' 0 14' 0' 9' 6' 12' 0' 12' 6' 14' fl' 14' 0' 12' 6' 14' 0' 1 14' 0' 7' 12' 1' 7' 14' 0' 6' 11' 10' 12' 6' 0' 7' 13' 5' 13' 11' 14' 14' 0' 5' 13' 2' 13' 9' 14' 0' 5' 13' 2" 9' 14' 0' 5' 13 2' _..m 13' 13 9' 14 0' 8' 13' 6' 1 14' 0' 14' 0' 14' 0' 10' 5' Connect diagonal at H ( v v x mad olnt of vertical web. Ref/er to chart ab W FM-LOWALLS ON THIS DRAVINQ as TAA` Tew SH THIS BRAVING TO ALL CENTRACTURS RCLIIDING THE INSTALLERS, Trusses require extreme care Li fabr{c¢t¢'g, hanedkg shippl Q, InstatUng and br.Gng. Refer to foil.. the latest edM— f BCSI <BURdtng C«9ponent Safety Information, by TPI SBCA) for and ..ZApractices prior to perform4ig these fu codtrs. Installers shall provide temporary hr—log per Dal. tMtasa matedotherwise, top chard shalt have property attached structural sheathing and bottom shalt have s properly attached rigid ceding. La -tar, shown for permanent lateral restraint of .4 9 (i per BCSI seed on Is J or Bit, as appikabte, Apply plates to each f¢c shall haveandpoginsoftruss ¢rd Ytbn shown above and a' the Jab,# De tniis, w{ess rated atherri s. 6//—/IUI) IIi3t9 Refer to Mornings 166A-7 far standard plate postsans. Ads—, a d .i— of ITW Rukdmg component. Gravp Ira. shalt not be esp—.NA,e for any d.vA ttan # this drawing, failure to bAtd the truss k+ any conf.rmance with ANSI/TPI 1, a^ far her rag, Hplag, instmUstton t brncing of trusses. A seal mn this dns log or cover page tkstirQ this dravlog, lIndcates acceptance of p-ofes l 2 F .. o, ne y sodaty for #ha The ty and use of ttA. drabg S for arty s is -the of t e &A er pLTPP 1See2, ty ) ,,d H=. gh P'J`. 63C43 Fo+" — h*formatbn see thks job's genera( —tes page and these v.s sites, ALPtHF ..walptne7tw,c I TPI, www:.lknst.rn^ar SBCA, w.w.sbcbd—trv,c 100 wwwiccsafe..r. Bracing Group Species and Grades. Group A; S rule -Pine - Fir Hen -Fir _ 1 / #2 Standard #? Stud 3 Stud #3 Standard DoA Pl,-L. rdh Souther» Ptneww#3Stud Standard Group B — Hen- Fir i & Btr 1 Dou las Fir - Larch Southern Pinewwa i 1 #1 2 # 2 lx4 Braces shall be SRB <Stress -Rated Board). For ix4 So, Pine use only industrial 55 or Industrial 45 Stress - Rated Boards. Group B values ray be used with these grades. 14' 0' Gable Truss Detail Notes; 1 4' fl' Wind Load deflection criterion, is L/360. 14' 0' Provide uplift connections for 75 ptf over 14' 0' continuous bearing <5 psf TC Dead Load), 14' 0' Gabte end supports toad from 4' 0' outtookers 14' Q' with 2' 0' overhang, or 12' plywood overhang. 14' 0' , Attach ' L' braces with 106 (0!28x3.0' hln) Waits. A For (1) ' L' brace, space nails at 2' o.c. 3n 18' end zones and 4' o.c, between zones. W)For (2) ' L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. D L' bracing must be a minimum of 80% of web member length, Gable Vertical Plate Sizes Vertical Length No S {Ice Less than 4' 0' 2X3 f Greater than 4' 0'' but less than 11' 6' 3X4 Greater than 11' 6" 4X4 Refer to common truss design for peak, spike, and heel plate as a Ing Refer to the Building Designer for conditions fob m a e" {I at e 1 th, not addressed by this detail. 7 0 REF ASCE7- 10-GAB16015 DATE 8/3/ 15 DRWG S16015ENC100815 X#" b TOT, I_ D, 60 PSF n 4 04 3W?01R MAX, SPACING24,0' Lumber Size and Grade Minumum Requirements RMITT-ingfim Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purim with a minimum of 8-8d (0.131"s:2,5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer, This drawing applies to valleys with the following conditions: Spans (distance between basis) 40'-0" or less Maximum valley height; 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B, 1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 Pat (TD) Max, ce the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are Igered between rows. Typ) hnnection E equirerTleflt Notes I 1 j1. 2x6 rafters to ridge 4 16d toe -nails 12 Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails 3 Toe or through plywood sheathing 1 Cripple to rafter 4 16d toe -nails by cutting a 2"x6" notch in sheathing 8 16d face -nails 11-0- TYPICAL 4'4- TYPICAL 4. Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails 5. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Z 6. Ridge board to roof block 4 16d toe -nails BEVEL RAFTER CUT AS REQ'D FOR PITCH 7. Ridge board to truss 4 16d toe -nails 0 4 5 8. Purlin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 4 16d toe -nails it. Truss to cripple 4 16d toe -nails 112" SHEATHIN (designed by others) 2x4 BLOCKING 12. Cripple to purlinapplied) 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 11 Collar beam to rafter CRIPPLE, BRACING, & BLOCKING NOTES 4 16d toe -nails NOTE: 16d (0.162"x3.5') COMMON NAILS 2x4 continuous lateral restraint (CLR) min, is required for cripples 5'-0" to 10'.0" Ion nailed w/ 2 Aflat go (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to edge of cripple with 10d {0,128-x3,0") nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripples over 10'-0' long requre two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafter if sleepers are not used, Install blocking under cripples if cripples fall between lower truss top chords and lateral bracing is not used Apply all nailing in accordance to current NDS requirenre Nails are common wire nails unless noted otherwise. H V A)- ( B) FLW& eSH THIS DRAVIW, TO #LL aNTRACHUMS TURSVICIS IariaVD43 ANT—WARN5102— RLAM AkD FU-LDY N-L ON TH rHE DiSTALLOM C 20 `0 40 0 A, R E F VALLEY FRAMING T— —qA, — e— c— In fabk.t*V1 ha-Akv, bK901191 and b cbQ Refer f .it— low t.t..t d-p- of 2cs7 ULAkv C,."P—t S.f.ty W—ration, by to p- fo-Ong Th se furc-lons. instalk— shaU prvol t TFI I' ll 1= 1 7 pr,*cocapri n—ly .1 1 L*A—. Ztal top ?.A k- STATE OF C, DL 10 20 7 DATE 10 `0! 7 ch-4 p-9—iy tt..hal trut— s..tK,Q .,W b. c Wt popt y tt-1-al riGid Loraen. sh- fo p--t k.t-ral —at, t of V shaltIrQ instoktesf B= —tiore, 23, 17 110, Appty to BC DL 0 0 0 0 DRWG VACNVI801015 per oc as applimbla. pi-h f. A* IV., t—. andp.ahl— b—. and — the Joint betoks, -".. not d .0--h- Rtf¢ for '* 4 4M 3c 11, 01 0 0 0 to d—k-, ga 160A-Z standard state pasrU- M.3— of ITY lsA.%,1Q C—p—t. Groop J- shall —t b, reap it f— any dvieon f AN JTVV ODINAPANYtitsdrwksi, any fakes to IsAW the truss In cohf-e with ANSI/TPI 1, or for hanstirQ, TOT TLD,30 50 47 61 e.t.Ration & bracing of t-- A seat an this, 6—viry oc cover Poet ustino this ar^awlnQ, k4scalvs 40O.Pt.— of prvf-tr ONA bo— Th. stakNty and — 9S th& drusing DasAq— pr A- MI/M I o—Z DUP Frei 1 25/1 15 jj 33,19 L' k,frc D,,,, For — W—e- — the Job's g-,u not- pag. -d ew- -b t7 rr- Cd, MGSYA5ALPINDTFJ, .-tpint., W SeCA joc, ...At f_, /o G SH S P AC! IN HE ABOVE Product Approval Spe0fidAtio, n Form Permit # ..m Project Location Address: Santa Rosa- 592 Red Dose Ln, Lot 23 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin .or . followingThe • be • for a approval1. This entire product requirements2. A copy of the manufacturer's installation details and Category 0 Subcategory Manufacturer Product Florida Approval # Description include decirnal) 1, Exterior®r Stain In Therma Tru Swinging Ext. Doer (front door) FL20461-R3 TT. Slidin MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.3 Roll Up Automatic tither 2. and Sin le Nuns MI Windows Single Hung window FE17676.2,9,16 Horizontal Casement Double Nuns Fixed NII'V'Indo 'S I ranic Fixed Class t't, 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other Junc 2Q1.4 Category / Subcategory Manufacturer Product Florida Approval # Descrintion (includincl decimal) Juke 20 1 -1 2 I Category / Subcategory i Manufacturer Product 1 Florida Approval # I DescriDtion (include decimal) Accordion Bahama Colonial Skylights Other 7. Sbwturall Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL1999-R6 Engineered Lumber Coolers/Freezers Concrete Admixtures Precast Lintels !Commercial Concrete Lintels FI-1774A Insulation Forms Plastics Applicant's Signature Applicant's Name Please Print) Jun: 2014 0 W.'" *114 raw*lh 9 rim] 11 Application No: Documented Construction Value: $ 6 -3 S/7 Job Address. 6/ Historic District. Yes [I No D Parcel ID: t Residential Sf CommercialE] Type of Work: New 9 Addition El Alteration 11 RepairEl Demo El Change of Use 11 Move Description of Fork: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone-, Fax: IKMMF Property Owner Information Name Phone: City, State Zip: M Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20E Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: City, State Zip: MABLETON, GA 30126 State License No.. CFC1426562 Arch ItectlEng I neer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: - WARNING TO OWNER: YOUR FAI1,URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI,TIN 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, CONSUIA' WIT" 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, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date, So' Edition (2014) Florida Building Code Rovi, qed Juno 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of ,[its county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, PS 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 ca culate a plan review charge and will be considered the estimated construction value of the Job at the time of submittal The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance.. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify, that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, Signature of Owner/Agent Date Print OwrierlAgent's Name Signature oli'NoLary-State oflorida mate Owner/ Agent is — Personally Known to Me or Produced ID — Type of 11) Signature f . n iAgent CONY MAHAFFEY Print Contractor/Agent's Name Signature of ary Statc of A'lortda Date Contractor/ Agent is V, Produced ID Tyl BELOW IS FOR OFFICE USE ONLY Permits Required- Building[] ElectricalEl Mechanical[] Plumbing[] Gas[] Roof [:] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min, Occupancy Load: P of Stories: New Construction: Electric - # of Amps — Plumbing - 4 of Fixtures_ Fire Sprinkler Pertnit: YesE] NoEl APPROVAL& ZONING. ENGINEERING COMMENTS: of Heads UTILITIES FIRE, Fire Alarm Permit: Ycs[] NOE] WASTE WATER: P,avir,, d 3une 30, 2015 Permit Application UNIVr=KbAL UESProject No: 01101401008.0000 Workorder No: 9393571-1 ENGINEERING SCIENCES Report Date: 7/24/2018 li! m"ulta I) ts i i Cx oto( hl" I( A 1( 1; neol If I if", I I o I I n f ""t'll i"nfi, Go(, p, I ioUfl 0 V I tit) n Nlatei 'f Is ! li)k I - TI )I I w k I I 'ICI,,,, tii,m Bu I k i't I (I I I t I" >t 1 - 11,11 R(-v I eI zui'dw, i I i, A&1ww,t i o I on 3532 Maggie Blvd, Orlando, 32811 - P. 407,423.0504 - F: 407.4213106 L In -Place Densily Test,ReDort Client: Taylor Morrison of Florida, Incorporated UES Technician: Sammie Edwards 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 07/24/2018 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: 592 Red Rose Lane (Lot # 235) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test, Field: ASTM D- 2937 Drive Cylinder Methoc Laboratory: ASTIM D1557 Modified Proctor Test MaximumDptimum FieldDrYl Field Soil Moisture Native Depth Pass No. Location of Test Range Density Pcf) Moisture Density Pcf) Compaction W ( W inch) or Fail o 1 North Footing 0-1 ft 108.3 10.7 107,379,6 99 N/A Pas, 2 South Footing 1-2 ft 108,3 10.7 106,2 9.0 98 N/A Pas 3 East Footing 1-2 ft 1083 10.7 106.1 10.5 98 N/A Pas 4 North East Corner of Pad (TOF) 1-2 It 1083 10.7 107.7 6.3 99 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 108,3 10.7 105,5 10.0 97 N/A Pas! Nernarks: TOF= Top Of Fill r- 4,h - -- f— I -ti--f, #I,- D"kf;- —4 --h—, '11 --4— —11i — I --+- n —4 Ir") " CX , 4' DESCRIPTION AS FURNISHED: Lot 235, FHORNBROOKE PHASE 4, os recorded in Plot Book 81, Pages 70 t, Kj 7, Public Records of Seminole County, Florida, BOUNDARY FORICERTIFIED TO: Taylor Morrison of Florida, Inc. 10 WA AVENUE P/W VARIES) N 89'58'00 " E 40, 00' lb 10' LANDSCAPE & WALL, FENCE ESMT, Jl LOT 935 34, 80' 5.00' -1 30 W I— 5,061 C FORMBOARD FOUNDATION Q) TOP OF FORMS 23. 15' Z\,) LOT 234 LOT 236 5.0 cri I-Y 25, 20' 25. 20' MT. MT. U10' TIL, ESUTmr 62.25 - P.C. V N 89058'00 E QN LOT AREA CALCULATIONS: 40, 00' LI V1SO, F I. GARAGE = 451 ENTRY 74 I-ANA! = i 28 BREEZEWAY NIA DRIVEWAY w 40,3 SQ, F7 1" 1) F SQC' SO. F7. SQJ T REY) ROK'ILP_jLANE ARC PAC 9 WALKWAY 7,) IMPERVIOU' S 47,9 SOJ7 S F 50' UTILITY & ACCESS RIW) TRACT I 2, 297 Soo = 2,503 SoF1. SO - FT, PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS EU&Q1NQ SETBACKS: PROPOSED DRAINAGE FLOW FRONT m 25' LOT GRADING TYPE A ¢ REAR = 15' PROPOSED F.F. PER PLANS - 23.1' AA, SIDE = 5, 0' PROP05ED GRADE PER CONSTRUCTION PLAN /I;- SIDE CORNER 10' R1W = 440 S()_;:,f APRON 112 V S100WALK = 200 so. Fr, Soo = 128 SO FT. PROPOSED INFORMATION SHOWN AREA - 5,240 SC',.F'T, EASED ON SUPPLIED PLAN DRIVONAY = 515 130 p 11 . AN010R INSTRUCTIONS PER SIDEWALK - 275 So P 1, CLIENT ASSOC, INC --- 1,4ATT 7-LLEGEND - LEGEND - 5400 C. COLONIAL DR. ORLAND O. FL. 32807 (407)-277-3232 FAX (40- 7)658 36-14P PLAT P OF, POINT ON LINE NOTES; F IPFIELD TRONPIPE TIP, VAT, s TYPICAL POIN T DF REVERSE CURVATURE: S HEREBY CERTIFY THAT THIS SURVEY MEDIS THE STANDARDS OF PRACTICE SET FORTH HY THE FLORMA &CARD OF r. THEUNDERSIGNEDDUEIA, C. H.CONCRETE ON CU' MMUIHINT P c.C. BAD, POINTOF CCHPDVND CURVATURE M RADIAL CoN 472, 027. FLORRIA S7A7UF.S PROFESSIONAL. SURVEYORSANDMAPPERSINCHAPTERW-17 FMR I-ORIOR, ADNfSTRATWFCODEPURSUANTTO SE,1, 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND OfflGINk. RNC5FO 6EAL, THIS SURVEY MAP OR COPIES ARE NOT RATIO. SLIT IR, /4L6 4596 N.R. NON --RADIAL 3, IH15 SURVEY WAS PREPARED FROM RRE INFORMATION FURNISHED 70 INC SURVEYOR THERE MAY BE OTHER RESTRICTIONS NEE P DID REcDvERFDPOINTOF KaINNING wP1 CALL, WITNESS POINTCALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY Qt TORT 01 PAR PERMANENT RC FERENCF RNIAIMENT NIS FACE SEEN LOCATED UNLESS OTHERWISE SHOWN, 4, NO UNDEROROUND44PROVEM, Rw CENTERLINE FF.FINISHED FLOOR ELEVATION 5, IRIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CER11FIED TO AND SHDUW NOT 6e RELIED UPQN NY ANY OTNEh IINT7) N&D NAIL t DISK Dls_ BUILDING SIITDAGK LINE 6 DIMENSIONS SHOWN FOR THE LOCADON OF 94PROVIAdENTS HEREON SHOULO NOT BE USED TO REEQNS7RUCT BOUNDARY LINES w V ISHL RIGHT-OF-WAY CASEMENT H.N. III DERCHmA KRAW BEARINC 7, REARINCS, ARE 94SCE ASSUMED DATUM AND ON THE LINE SERUVN AS BASE NEARING (RIE) RAIN. DRAINACir. 8 ELEVATIONS. IF SHOWN, ARE BASED ON NATTON4L GEODETIC DATUM OF 1929, UNI,4,'CY OTHERWISE NOTED. VTAL UTILITY 9- CERTIFICATE OF AUTHORiZATION NA. 4,596. cL,FC x CHAIN LINK FENCE CID CONCPPTK TA- 11C. U CURVATURE WaFc WOOD FENCE SCALE I' - 20 P.C.POINT C.T. PC NT OF TANGENCY Noy CERTIFIED 8KOROER NF. L DESCRIPTION RADIUS ARC LENCTU PLOTPLAN05-18-2018 L 1A ORD CHORD FORMSOARDFOVNOATIONIELEVS. 07-27--1018 t8 cNURD DCARING NORTH THIS BUILDINGIPROPERTY POES, NOT IJE WITHIN 5.S. HE ESTAIRLD5HEL) 100YEARFLOODPLANEASPER "FIRM" rx GIIIII j 4714 RU H ER, ZONE 'X' MAP j 12 1 1 7C Oo,55 F W. SC , H.L,S j 44301 5 A, 0 A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION p, J, Docunwnted Con"rucron Whw: S _0200 Job Address: v- I li-storic District: 'es 11 No Parcel IM, ' I ' "' 1 6, Residential -Tornmercial Type of Work: NeN\ [J'Addition 1-1 Alteradon Repail- Dema E4 , Dewripdnn of NW: I i n t 1f>i Ilk' In ReyicN\ Covittict Person: Phone: FAx: Property Ovvner Information Na 1 lot Street Ruddent of property? C i State 7,i p: Conwac= Wormadon Name, Street: Ej FaN: D r o h i t e c t! E ng i n e r It f o r I is o t i IN2 n I v Street Citt st, Zip: lundog Phow Fax - ---- -- Alo" gue Wder: Addv,, A RN IN(; 0"N F R: WIT FAIL IRE To It P (I WD A No I HE f If ( UN IN I RM FN I V \T N I W [IF Styr EN )j)Uj, PA11% 1"H L WR INTRDWIl , P) 101 R numills, N, NDII(j, (IF \!tSl BE R!:('0RDFDv\D PCOH 11 M VIF WB Sill III ME TUI FIM 1404110V H: No[ ENII \DID WEAK H\ 1MINQC (03L I I " 11 H N"PR LEWT URAN \I I ORM BE F(W III (ORD I M! N KINIF NCAM\ I 2 - 1 LV 1h. ON. Q 1p; VAn r W PW. 0 !>nl j, W tay dx 0 1 P" 5 kwv a STRICk 51 ANum to IV pmjk Q,,, ,, b, applwas 10" tat K250undinIkerush: Ucy, Of 05 co q. WA We Iva) R AS-1; re=m rspnod sr;icls, su t or a'lencl S "' m "r go' sm"w": e"W- such,,,, aoi Anoynn 0 &P00v is \ 0001:07 car I %V III non;-, W . no plopno Of Me -pNo7wrg A Kai& [122 ln%v FS 71 its CIO ofsyawd loq"A's P2,114M 01 a Qn man Ws z 01 QM Tpxmn SwKnvy A wo WIS executed c0a:W:1 isSjurW, CKAve a PM rein, MY: MA "K bc "nsizars! 142 mmmej connuam 1YO2 ov Go lob a: tho Kim of Slymm'!; A bw Agmej bmaj on the cnamt jC`C' Wamm 040 in &0: W Q k0a to pn= k Ml1"Col ommnwo SW 1 AcAnni AV:" 51 2 L Z to anoint! 00mm:: ncova Kv nlual copswu,OE %2!=, A In ppod a )0= AVNER'S AF111MV! F: I Certify that all of the foregoing inrormarkm is accurate and t5t all "Ork "111edo [IV in comp I i.1 n cc N% it h all appHcable I am S revydn%2 con MuNion ad - ' T J-_7 0HANER:AM10STE, =H'A N Commission # FF t175017 Pmm Nmermm 12018 ao------- Sn AVOW is 1-01 01. 1, 1cl- U S E 07IN PmUN Raqvirk: F 1C Construct% chcupanc) I. IVA Zomu: I owl Sq F1 of HIQ: Min. OccupancA 1133d: f v.n A" 11-nn,tr4tchun: Hecivic lAry SpriAlcr Purnik: 0 Job Address: Parcel ID: Typg'olf Workil NeNvg_ AdditionEl Desci,ipti k- sta-1 I O') on of Wox :III CITY OF NFORD BUILDING&ziziRF--'PRE,,V,ENTION FERMIT APPLICATION Ap plicafilok No': Da curie ConstructionN tue- S Historic P-istlriBt. Yes Ei fog WsI0 ;iQ Cordine:r6al Alteration Chagge of Use [J move El Plan Review, Contact on'. I Title: e Fax: Email: Phon Pror)ertv Owner hformatioh Phone. - A AStreet: Resident of prQperty? - City, State Zip: C r Information Name on f (al L07- Fax. Street; City, stvktie Zip: State License Archite,ctffingineer Inf rmafiori Naine: Phone" Street: Fax- City-, st, is E-Riaill: Bonding Company: Mortgage Lend.er: 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 `IRE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI-1 YOUR LENDER OR AN ATTORNEY BEFORE RECGRDINN YO-1QR NOTICE OF COMMENCEMENT- zud-instai commenced prior to the issuance of a permit and that all work will be performed to rnect 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 1053 Shall be inscribed with the, date of application and the code in of as of that date: 5" Edition (2014) Florida Building Code 0 NRDQE- In addition to the requirements of this permit, there may be additional restrz, applicablo. to this property c ulay be found in thepublic records of this county, and there may be additional permits required ther governmental entities S, ', as Water management districts, state agencies, or federal agencies. Acceptancm of pC'rmit is verifimitio.n tho I will notify 6b 0wher of the property of the refits irements of Florida Lien Law, FS 7113 The Oty of Sanford requires payment of;a plan review fee at the time of pernut.submittal. A copy of the executed contract is required in orderto caleulate a plan review charge and will be considered the estimated C011SU'UGtion value of the job at the time ofsobruittal, The - actual construction value will be figured,based on the cturent ICC Valuation Table in effect at the time the lierrftft'is issued, in accordance with lip cafru-rfinance, Should* cAlculated charges figured off the executed contract exceed the actual constraction value, credit will be applied to your permit faes,whqn the pertnit is issued. at ; 1A? E,R'S,r 0)yN-FFED.XVTT: 1,eerfify that rill the foregoing information is aectir"Me jijv11 1 work Will. c fi be dorteincorn, fiance with all 4pplicable,ilavvs re p construction and Signatureof`Owncr/Agent Pfint Owner/Agent's Namc Date Signaturc,ofNouuy-Statc of Florida Date Owner/Agpntis PersanallyKnowntbM or Produced ED Type of D) . .... . T, M N Con" 4, 71dA a f _ SfFto ricim7- It. gn. 14 ore CHERYLDAKERSMY COMMISSION # FF9%962 EXPIRF-S June 05, 2020 40-tt -19" 153 Cora raclnr/Agerit is _ 3,rersohaltowa WMe Or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: . Building[] - tlearvi al[] Mechanical[] Plumbin gE] GasE] Roof [] Construction rype:--- Occupancy Use- Zone: - Total Sq Ft of Bldg: in. Occupancy Load- of Stories: New Construction: Electric - # of Amps____,-,- Plumbing - # of Fixtures__ P'ire Sprinkler Permit- Yes E] No [ I ] # of Heads APPROVALS: ZONIN(3: I UTILITIES - ENGINEERING: FIRE: Fire Alarm Perinit: Yes E] No [ I WASTE WATER: Em E, U; CITY OF SANFORDLIng I 2US BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NO: lkwumeMcd ConommHon \jWc: S Job Address: Historic Distric(: es Ej No El"" .. ........ . - ------- 11 lrcd ID: 10sidential 10"Corumercial Type of NN ork: Ne" 111-Adition 1:1 Aluradon 1:1 Repair Demo E] Qangc of W D SK c Dewripdon of Work: T- Wan Me" ('ontmt Pcoon: Title: Phone: Fax: KnuH: N,.InIQ Street C i " c S t m e 7 Property Oviner Inffornn tioni Phnnu, ReAdetu of pr"mo ? : Con,wWr InOrmadon, T LAW— St"t --171 LK n- Faxicy2- UA. State 7A' P: Arc I', i te c t!E n,,-,i i mae r Infort-nation Nunu Street Citt, St, /Jp: Bandinz Clappary, phow Fai, km&: 1011g&V [A ndcr: Ad(lrc, 1() M\ NFR. 1 MY F \H X RL 11) It I MR D ANI) I H I M (M I MMM IN IN I" Ri Q IT IN )MR P WIN(; I\\!( 1. 1 U R APRM v \11 ,,I ti It) l ( )t F, POW It I I. A :\0 I ICE 01 ( 01\1!,\( 1,j F\ I \I >I 1;j, RECURDED W) FAKIFI) M -11IF MB SFIL. III 1 0111 1 HF FIR0 KSPI-JAKA. IF AM 1\11 Nil 10 OBI \IN MINCING, ( 04M I "IIH WUR IEWA? ON AMNSFA EFFMU WWDIV, NOIR JAI"! NC IAIL\ I Z i jj 1'hjL K_ IK-:.v ! ". " P. &C 'I A:! !wv a ! ! , \ a w 1 a' CC- A K ,yl" 1j pv: Ea QILE W almw ny 1h; W, po!= We ron So Wnom: rwmmw Ound in the UK: thm =5 W: WnnyCv Npanvi 1, wpowan0A Oat I "A row" 0: om , fm y0pan of th: rojAzomsm 0: M( r, ot rna, A"p Won vmmmwm nl nao Y" Ux Kw0nvA,Uyrm3 wV " Alk QW=jbialon vv== RV Qkmn l 071n wv SKJA vac i -SA04a,zo sjjA N& cnn"2 cm=- n WO to pphoi to ym romm 00, QW7 N pannn 11 waJ. OWNEWS AFRION 11 : I Cerdt"N that all of ttic, hlknvladon is accurate and that all mork be Chm", in complimme "Ah all applinable la"s repihtinq construction, d ri All UEPHANNIE RAU.0 omirisso) # FF 17501,' EWkm Nommmg A 2M 8 r TP I,, F_ I peBELOW IS F-OR Ol-,-I--ICL UsE PlanVA- 1 ClA-1 11:T Corim ru cthm Occupancy pe: I wd ill Ft A Rldle:-- DccupanC3 Imad: of of Fk tmT, 7— j 7 FkcSpHrkkrkiLAFhTGoriWHO: Y APPRM \ 1 IN it 01A. 4, KNi F OV KV t> F zF?r it5t1%O: Lot 23`, THORNBROOKF= PHASE 4-, os recorded in Plat E3oo< B!, "ages 7 '( hit _ f' 'C fCiS LFI, E fn'nole ComI ty, Flortdo, B011-1'N0/o??' l ;iR/ 'R1, IL_ t<1 Taylor tN/ior son Of Florida, a, inc. 10 WA A T''E'N C.I; 12,, R/W VARIES) 0.3' 40, 00' C/13 0.3' ON kf'ALL nr-.1 REC. 112" I.R. —« 10' _APi05CAPE & V0 I`.D. WALL, FENCE ESMT. P_O.L. 9 t 16-47` 26.80` t2 0 L 34.80' LOT I AC FAD COV'0- E CONIC, C:.OG' TWO STORY o _ RESIDENCE F.F.-- 23.23' LOT 234 Q O o C1 Q CD o COV'0. 0; 13RICK 5-DO' - 8,7' 21.3 T BRICK 8.90 -- REAL t 6f T I eRICxi 25.2E DRIVE 10' ONE, ESMT r ON REC, 112"LR. 5' CONC. WALK NO LD. 400 ' REC. 112" 1,R. NO 10, P. G.L. 0 1 16, 50' 1 - 5. 00 5, 00 0 ON 62,25' P.C. LOT 236 Q ' Ai Sy C 150' UTILITY 2< ACCESS R/WI TRACT ' 0, 5EL, FINISHED SPOT GRADE ELEVATION y CRAM AGE F LYNSBUILDING SE &I,C0- Xo- } sED t?RANVA;;E FLOW FRONT 25' r < PI";- C- A L, f r Lt2 PLAINS = 23- ! ` F LC?' GStt Lf'A+ PER C{1PlSTRUCTIC N PL4'N + St1OL CCHNL,R 1, 1,/ l ,>' A II IYA Y l T ? - 5 N T N i GY. l NN _ A NIA SUR N'. "N Y A XI''D LEGEND PLAT P L, = POINT ON LINE 5400 E. COLONIAL OR. ORLANOO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 TYP. x TYPICAL NOTES: I. P. a IRON PIKE TIR C. POINT OF REVERSE CURVATURE I. THE' UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE t2.OIROA SOME, OF I . IRON ROD P.C.C- a POINT OF COMPOUND CURVATURE PROFESSIJNN SURVEYORS ABU UAPPERS 7N CHAPTER JJ-17 FLORIDA ADMINISTRATIVE COPE PURSUANT TO SECTION 672.027, FLORIN,, STATUES 1 CON'RETI wLvu ncNT RAD. RADIAL 2. UNLESS EVUOOSSED WITH SURVtYCR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAR OR COPIES ARE NOT VN,O, SE R - 1/2 IR ./KC& 4596 NN NON -RADIAL J, THIS SURVEY WAS +1IRPAREC FROM PRE, INFORMATION FURNISHER TO THE SURVEYOR_ THERE MAY 6E OTHER RESTRIC O.NS WCR'CO7 ERUD `(, kiTNE $S POINT PT B- p,t F p aN [iG CAI C CAI CUt ATED OR EASEMEX75 i1t1' AFEEC } J PROPERTY FUP, T .,F CY M'CLh'r,:x FEftnANkN7 REFERFkCE MGNUNENT 4. NO UNCERGRC•'JNO IMPROVEMENTS IAVF SEEN LOGATED UNLESS OTHERWISE SHOWN. CEv i:Rt:t.'E FL FINISHED FIOOR EI.EVAT:0N 5- THIS S'TRVEY FS PREPARCO FOR THE SOIX 13ENEPIT OF THOSE CERTIFIED TO AND SHOOED NOT 6E RE iE.9UPON BY PY COON ENTITY I+ A;L 6 D!TK U-S.;.- MLDinG SETLACIL LINE 6, 03iENSIONS S,OWE, FOR ? < LOCATION OF IMPROVEMENTS HEREON SHOULD NOT PE USED TO RECONSTRUCT BOU`NC-ARY 'JNES. RAS . a FM, _ '-JET -M<<* all BASE BLARIi IRTAARING7, 6 "II:0US, ARE [AStU ASSU,EO 'PHEV AND ON PHE LYNE SHOWN AS WE SEARING (©.W. c. AS DRAryp E d. ELE.AYIONS, !} $H.^, WN, ARE aASLn ON NATIO,YAL GEODETIC PATUM OF 1929, UNLESS OINERW'SE NOTED 9. CERPrFiCA- OF A`UPIOMIZATTON No- 9596- E SCALE —., I• = 20 --1 ( DRAWN BY pc;: A .R. P ,. T ( CE. A'T =;E19 f3Y. Pi 07 PLAN 05-16-2078 or3- FORMNOARO FOUNDAFIO,ti/ELF. (---27-2018 4 9' 3 C C BC,aRi;+t; FINAL/ELL-S. 72-14-201t3 H.70 113 NJR7H N S rs'U. ) N OHERTY DOES. NOT of "'OH:IN, t E EST VLJS E[l `00 YEAR FLOOD PLANS AS PER "FIRM` TOM R'""GR!=SENAf YER, R.L.S. r 4714 ZCNt X" MAP ,` 12117C 0055 F ,fAVES W. SC, T R.LS # 4801 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Project Name: Street: 0''S'[ Z_ /V City, State, Zip: 5A F--'C cl 7 1 Design Location: C,,e Square Feet: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW wilder Name: 'o (-1 o k i I 1,S Permit Office: Permit Number: Jurisdiction: Conditioned Volume: Leakage Characteristics CFM (50): Pass FailEl ACH(50): 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(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building `hermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures" 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 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 R402,4.1.2. SIGNATURE: INTO Eric Goodwell PRNAME: here required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. r) ATE: ma" Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Builder: _V e Neighborhood: Lot Address: City: State: Permit #: F-4- Square Footage: A 3 Stage of Construction for Test Rough in no Air Handler D Post ConstructionRoughinwithAirHandlerU Duct Leakage percent requirement: LL42_11 41410 System CFM25 Square Duct Leakage Location Pass or Fail Footage; Cl1OOs_ I 'S 2 3 4 5 Rating Company: SkyeTeO Rater Narne: Eric Goodwell Rater Signature: Inspection Date: I ' 12) _LL 18 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.40001 1.866.SKYETEC www.SkyeTec.corn r v , roft0to (trt is awarded c BPI Ili## 5059889 who has successfully o pl to comprehensi,ve evaluation and is a certified Nfiltration & ;Duct lrahalge (NDI) as of June 16, 201 Expires: 611612020 4AA 4 z 7 IAl't, Larry Zarker Bruce DeMaine Chief Executive Officer °3. R Chief Operating Officer