Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
153 Big Spring Ter Energy Calc
COUNTY OF SEMINOLE 1 1 IMPACT FEE STATEMENT 35 g, g 3 STATEMENT NUMBER: 18100008 DATE: September 19, 2018 BUILDING APPLICATION #: 18-10000800 03),L41 BUILDING PERMIT NUMBER: 18-10000800 UNIT ADDRESS: BIG SPRING TERRACE 153 21-19-30-5TT-0000-0490 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE' WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 153 BIG SPRING TERRACE / THORNBROOKE PHASE 1 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE 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 i 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 REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 'Q _ 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT(, ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ( 1 U P4 EE Wwf jv( AUG 3 0 20% CITY OF SANFORD BUILDING & FIRE PREVENTION BY: - — PERMIT APPLICATION Application No: Ig- 3 - I Job Address: r Historic District: Yes No X Parcel I1)'_jjA9-304TT-0000-OL q 0 Residential 5 Commercial _ Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE 1 ^ LOT NUMBER: LL Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO 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 Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 151A. Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018101200 Book:9204 Page:88; (1 PAGES) RCD: 9/4/2018 2:32:18 PM REC FEE $10.00 Parcel ID Number: 21 _14^3Q-6-T r,0dO0 — 04go Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. CERTIFIE4 CLERK Or _i `" ALOY a trtTCO0RT rf" AND COMP 11t„' SEMINOLE/GO! it', `LORIDA ;`•'` DE UTY CLERK BY Date 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. l . Description of property : LOT Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Bo%% Page.?-7 of the public records of Seminole County, Florida. Addresses : Sanford FL 2. General description of improvements : mgle Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. 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. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(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. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: n Asa Wright Taylor Morrison of ;Florida nc. Sworn to and subscribed before me this by John Asa Wright who is ally known to \{ NotaryPublic DA Clark My commission expires: 6/27/19 uwc Q Serial No. FF 209108 otary Signature:ot e¢ AND- aV' Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare thal ldhave read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey ' 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding - 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICALi Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final P"- ti Min Max Inspection Description 10 Plumbing Underground 20 , Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIE_C--H NGAL PERMIT i ,:-r Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual, construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S ature of Owner/Agent Dat TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name _ Signature of Notary -State @Klonda Date MY Colima # FF 209108 EXPIRES NoyWAt" top Owner/Agent is yM Personally Known to Me or Produced ID NIA Type of ID G S ature of Contractor/Agent to JOHN ASA WRIGHT PrinXfNotary-St:ateof e Florida Hate MrP0, My COMMISSION t FF 209109 June 27, 2019 0EXPIRES: an '' knbd TAru Budp t Nfty knfat Contractor/ Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building bir Electrical [a Mechanical [O" Plumbing& Gas Roof Construction Type:yEtj Occupancy Use: 12.3 Flood Zone: Total Sq Ft of Bldg: 3aL+'7 Min. Occupancy Load: 1 I # of Stories: 2— New Construction: Electric - # of Amps ScJ Fire Sprinkler Permit: Yes Noid # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 6tv9h+ Sq.6,t Isa Plumbing - # of Fixtures r:zl Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Isr 8 Revised- June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: S. 2v o, 0 Job Address: Irtrr Historic District: Yes No ' Parcel ID: 2-j-19-304TT-0000-OLd 0 Residential [) Commercial Type of Work: New 0 Addition Alterati_ on Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE Z LOT NUMBER: Za , Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: d aphne@ PermitsPerm itsPermits.com 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: Street: 151 SOUTHHALL LANE #200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407- 257-6940 State License No.: Architect/ Engineer Information - Phone: Fax: E- mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO`YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN . FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the Nvork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of Application and the code in effect as of that date: 5", Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 6 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S' ature of Owner/Agent Dat TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Notary -State 90florida Date D. a (xARx MY COIAdIISS10%# FF 211101EXPIRES: Jane 27, 2019 d pT IWagtlNaWY a'haa Owner/Agent is yfa Personally Known to Me or Produced ID N/A Type of ID G S' ature of Contractor/Agent to JOHN ASA WRIGHT Print Contractor/ nt's e re of Notary -State of Florida 6ate Mr D. A CUIRI( MY COMMISSION t FF 269108 s EXPIRES: June 27, 2019 f a o v Bonded Ttw BW"1 Nobly 6erlat Contractor/Agent is YES Personally Known to Me or Produced ID -N/A — Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:- Yes _No_ APPROVALS: ZONING: ENGINEERING: . COMMENTS: UTILITIES: lel- t-37 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-5TT 0000-0490 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305TT... COM Prone Record Card Parcel: 21-19-30-5TT-0000-0490 atr+orcoou.rtKaara Property Address: 153 BIG SPRING TER SANFORD. FL Parcel Information Parcel 21-19-30-5TT-o0o0-0490 Owner(s) TAYLOR MORRISON OF FL INC Property Address 153 BIG SPRING TER SANFORD, FL Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 92 4E 92 4D 4t t 42E 43 2 Legal Description LOT 49 THORNBROOKE PHASE 1 P1379 PGS 3 TO 7 Taxes -- -- Value Summary 2018 Working Values 2017 Certified, Values Valuation Method f Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value i Land Value (Market) 40,000 45.000 Land Value Ag I Just/Market Value " I $40,000 I $45.000 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 1 SO s0 P&G Adj 0 s0 Assessed Value 40,000 45,000 Tax Amount without SOH $856.00 2017 Tax Bill Amount $856.00 Tax Estimator Save Our Homes Savings $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40.000 Schools 40.000 s0 , 40.000 City Sanford 40,000 O 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds 40.000 0 40,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales 1 Land Method Frontage Depth Units Units Price Land Value LOT 1 1 $40.000.00 $40,000 Building Information Permits Permit * Desenpbon Agency Amount CO Date Permit Date 1 of 2 8/30/2018, 12:05 PM 1SXKF0RD FLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form John Asa Wright Frim Taylor -Morrison of Florida, Inc. 2600 Lake Lucien Drive Maitland 407-257-6940 Fax: State FL Zip Code: 32751 Email: daphne@permitspermitspermits.com Property Address: 153 Big Spring Terrace Property Owner: Taylor -Morrison of Florida, Inc. Parcel Identification Number: 21-19-30-5TT-0000-0490 Phone: 407-629-0077 Fax: Email: The reason for the flood plain determination is: X New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition 1-1 Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone X Base Flood Elevation FIRM Panel Number 120294 0055 F N/A Datum N/A Map Date September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain Floodway A portion of the Parcel is in the Floodplain Floodway X The Parcel is not in the X Floodplain r Floodway The Structure is in the Floodplain Floodway The Structure is not in the 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: BP18-3721 Reviewed by: lfftalaelCaeX, eflff - Michael Cash, CFM T:\ Engr-Files\Elevation Certificate\ Date: 09/20/2018 9 o Application for Right -of -Way Use for Driveway, way pWalk & Landsca e ORID 1877 — Department of Planning & Development Services www.sanfordfl.gov 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 all be provided or application could be delayed. j/[ j/ /^ /f' 14rwwnatybelow. V RJI 04 14 qn Callbefomysudlg 1. Project Location/Address: 2. Proposed Activity: Vr Driveway l./ Other: 3. Schedule of Work: Start Date e Completion Date Emergency Repairs 4. Brief Description of Work: i^!R` CAIR Y AX A14W ZA This application is submitt b Signature: AYW4 f iPff.04V hKI SSignature: /Pwrint Name: Address: % 44NE / TIT 100 V/ Phone: 40^Z-iV?40 Fax- dQ0J)neCQ I1if 1+)tJmi Cd1% Date: 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the 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 Requestor's expense and, if necessary, file a lien on the Requestor•s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read u rs nd the ove statement and by signing this application I agree to its terms. 1 hereby understand tty fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 6401124 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: " Date: September 2010 ROW Use Driveway pdf FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot49ThomebrookeAnastasiaGRW Builder Name: Taylor Morrison Street: 153 Big Spring Terrace Permit Office: tGJ/WfW 617 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 (3137.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1508.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1481.00 ft 6. Conditioned floor area above grade (W) 2582 b. Knee Wall (Vented) R=30.0 27.00 ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft' 7. Windows(377.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.21 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.845 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13 00 ft' 15. Credits Pstat Glass/ Floor Area: 0.146 Total Proposed Modified Loads: 74.58 AC C PASSTotal Baseline Loads: 77.27 Y 7J 1 hereby certify that the plans and specifications covered by Energy Review of the plans and by this D THE srq this calculation are in compliance with the Florida Code. specifications covered indicates compliance calculationwith the Florida Energy Code. PREPARED BY: Before construction is completed DATE: _ 08/94/901 R Spencer ReDner this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1 cO0 J with the Florida Energy Code. WE OWNE DATE: BUILDING OFFICIAL: DATE: 6 - --- - --- T Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 8/ 24/2018 2:19 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Softv:ar=_ Page 1 of 5 DESCRIPTION AS' FURNISHED: Lot 49, THORNBROOKE PHASE 1, as recorded in Plat Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. OF F)IAN F'ORICE'RTIFIED TO: Taylor Morrison of Florida, Inc. WHITE CEDAR ROAD (80' RIW) , B•B•) S 00009' 03" E 40. 00, 1FG 10' LANDSCAPE, WALL, FENCE ESMT. x L 0 19.80 r — — — — — 19.80'- f'c a rye' 3.O'x3.0' 0 4:AC 2-TYP.) s 5.00' S.00' 15.7' 14.3' COVEREDOILPATLO . 14.3' 5.00' LOT 49 n CN PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT v) O O O LOT 48 LO L6 L0 LOT 50 w cp - C'TQ03 2 5.0s5.00, -- ENTRY 500, 6.7' 0 r Y of 3 21.3' 5.00' • 16' DRIVE 25.20' 25.220' l 1 10' UTIL. ESMT F 70' _ '433 PC) 5' CONC. WALK 1 CURB ON LOT AREA CALCULA I IONS. S 00°09' 03" E LOT = 1, 6 LIVING ,467 SO.FI. . SO f 1 DRAIN INLET AS 4 0 0 0' GARAGE = 455 Sag. SCALED FROM ENTRY = 71 soF7. DRAINAGE PLANS / LANAI 139 SO Fr BREEZEWAY BIG SPRING TERRACE " l 403 soar 50' RIW) TRACT G 18 SO.FI. WALKWAY WALY = 70 SO FI-. IMPERVIOUS= 54.6 h 2,623 SO. Ft SOD = 2,177 SO Fr u OF LOT AR ALCULAIIONS:- Q R/W = 440 SO. 11. HOPUSFD = FINISHED SPOT GRADE ELEVATION APRON = 110 SQ I r PLOT PLAN ONLY* SIDEWALK = 200 SO.` PER DRAINAGE PLANS PROPUSED DRAINAGE FLOW BUILDING SETBACKS: Y NOT A SURVEY SOB = 130 5U _r IT GRADING TYPE A FRONT = 25 PROPOSED INFORMATION SHOWN AREA 5,. SO.Fr PROPOSED F.F PER PLANS = 2(i.3' + REAR 15' BASED ON SUPPLIED PLAN DRIVEWAY _ .51,3 U I -! SIDE ' SIDE CORNER = 10 AND/OR INSTRUCTIONS PER SIDFWALK = 210 SU F 1 PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD - 2, 307 SO.I"I c:TIL'1T 5'1%NML'.YI'R—,S'COTT ASSOC., INC• — IAND ,S`URVL,.t'0.,` LLIi HD - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-- 1436 1' PLAT PA.L • POINT ON LING FIELD TYP, TYPICAL NOTES: I• - IRON PIPE P.R.C.+PUINT OF REVERS[ CURVATURE 1. THE UNDERSIGNED GOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY rn, IRON ROD P,C.0 • POINT OF C@WOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN C14APTER W-17 OF THE FLORIDA ADMINISTRATIVE CODE CM CONCRETE Md1UKENT PAD. RADIAL I-T IR • V2' IR /NLB 4596 NA. - NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY h1I RLCUVERED V.P. • WITNESS POINT J, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RE57RICTIONS 10 R POINT OF BEGINNING CALL CALCULATED Prl( POINT OF COMMCNC.EMENT RAH. • PERMANENT REFERENCE MONUMENT FF. FINISHED FLOOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS I14VE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENFERLINE Nt.L NAIL L DISK B.SL. BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON 01' ANY 07HLN LNTII/. I+.'. - RI(,HT•-ar-VAY B.M. • BENCHMARK 6. DIMENSIONS SHOMN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES LSHI. EASENEMT B.B. •BASE BEARING 7• BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B) DR.,'IN, DRAINAGE UIN "UTILITY 6. ELEVATIONS, IF, SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF ID29, UNLESS OTHERWISE NOTED. CLFC CHAIN LINK FENCE B. CERTIFICATE OF AUTHORIZATION Na.4596. WD.rc • WOOD FENCE C!D '• CONCRETE DLDCK SCALE I- 1 • 20' DRAWN BY: P •:, POINT OF CURVATURE P,i • POINT OF TANGENCT 1 '' 047ECERTIFIEDBY: 1EF No. ac u[scMIPnON P - RADIUSARF. 1l NG1N L PLOT PLAN 08-20-18 1 5482-18 DELTA C CMURD y CHORD NEARING NORTH v THIS BUILUINC/PROPERLY DOES NOT LIE WITHIN------- IHE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TOAI"A. GRUSENM'LYER, R.L.S. 4714 10Nh "X• MAP I 12177C 0055 F JAMES-W. SCOTT, R.L.S 1-4501 11 It DESCRIPTION AS FURNISIIED: Lot 49, THORNBROOKE PHASE 1, as recorded in Plat Book 79, Pages 3 11-1ru 7, Public Records of Seminole County, Florida. i'LO-!' PAN F'OR/CERTIF'IED TO: Taylor Morrison of Florida, Inc. WHITE CEDAR ROAD (80' R/W) BB.) S 00009' 03" E 40.00' G 10' LANDSCAPE, WALL, `I do FENCE ESM7. '' yid Y,. C 19.80T 19.80' s Y. ryk9 3.0'x3.0' • 2-TYP.) 5.00' 15.7' 14.3' 5.00, COVERED Oi PATIO Oi 5 14.3' . 00' LOT 49 Nv PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT Lr) O Lf) Q LOT 48 O Q O LOT 50 0 0 0 n2 Q) ^ c3l ' ^ CO CO 5.00' 5.0' S ENTRY 5.00' B. 7' 0 Y v', 3 21.3' 5.00' 15' DRIVE 25.20 25.20' 2 10' UTIL. ESMT , 33.70' Cam- -• - - - - PC) 5' CONC. WALK XCURB ON LOT AREA CALCUI A11UNS.' LOT = 4,800 S 00-09 03" E LIVING = 1,467 SQ.FI, 50F1. DRAIN INLET AS 40.00' GARAGE = 455 SOFT SCALED FROM ENTRY 71 SOFT DRAINAGE PLANS LANAI = 139 So. FT BIG SPRING TERRACE DRIVEEWAYAY= 403 SO, FT 50' R/W) TRACT G AIC WAL PAD = 18 WALKWAY SOFT 70 IMPERVIOUS= 546 SO.F'T. X 2,623 S0.FI SOD = 2177 S0.'1' Q() r L TEAL-UI.ATIONS R/W = 440 SOi1 NHOPOSFD = FINISHED SPOT GRADE ELEVATION APRON = 170 PLOT PLAN ONLY* 6 SIDEWALK = 200 SQ I-r, SO.F PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW BUILDING SETBACKS: SOD = 130 NOT A SURVEY) SO.FT._ r IT GRADING TT'PE A * FRONT = 25' _ 7 REAR = 15" PROPOSED INFORMATION SHOWN AREA _ 5, 40 SQ.FT 42UP(JSLD FF. PER PLANS 26.3' SIDE BASED ON SUPPLIED PLAN DRIVEWAY _ 51,5 SO 1-1 PROPOSED GRADE PER CONSTRUCTION PLAN SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 CLIENT NOT FIELD VERIFIED SOD = 2,307 SO FI. SO -FL 6'flUS'LjVAfZEER-ISYCOTT ASSOC., INC. - LAYVD ASURVE.YO.R,` LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--(i.'i8-l4,36 I• PLAT P.D.L • POINT ON LINE FIELD TYP, • TYPICAL NOTES: IRON PIPE PR.C. • POINT Or REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY IP, •IRON ROU P.C.C, • POINT Or COPOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SI-17 OF THE FLORIDA ADM,NISTRATNE CODE Al CONCRETE MONUMENT RADA •RADIAL 1IR 1/2' LR../RED 4596 H.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY MI I RECOVLRED WP. • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INrORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PO4 POINT OF BEGINNING CALL. CALCULATED PO( POINT OF COMMENCEMENT PA'M PERMANCNT REFERENCE MONUMENT Ff. FINISHED FLOOR ELEVATION OR EASEMENTS TWIT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 1 CLffERLINE l,!; = NAIL t DISK )SL.. JU1LDING SETDACK LINE S. THIS SURVEY IS PREPARED, FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OPILR LN11T I, : RI(, Ili•-OF-WAY D.N, IENCNMARK 6 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES CASEMENT D.D• DASE BEARING LSr,1. DRAINAGE GE7. CEARINCS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (0.0) jiltITILIT vTr uTluiY L. ELEVATIONS, 11 S1fOWN,,.47E BASSO ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CLFC CHAIN LINK FENCE 9.'CERTIF7 ATE' OF AUTHORIZATION No.'4596. i, D • cuNCRErc DLGCY POINT OF CURVATURE j SCALE 1— 1" - 20' DRAWN BY: ' r—'—'-- r`.. PCIINT OF TANGENCY u[ SCRIIION LUTE ( 1HDEF NU. CERTIFIED BY: ---------_.-- — -- r - RADIUS run, DLL TA PLOT PLAN 08-20-1 B 5482- 18 p CCHDRD CHORD NEARING NORTH THIS VVILUINC/PROPERTY DOES NOT LIE WITHIN 1--- -,- JVIV, , --- - -- III[ LSTARLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" TOAI-X,•GRUSENMEYER. R.L.5. 1.4714 IoNF " X" MAP / 72117C 0055 F JAMES W. SCOTT, R.L_S 1,4601 4 UNIVERS AL UES Project No: 0110.1401008.0000 Workorder No: 9413740-1 ENGINEERING SCIENCES Report Date: 10/29/2018 Consultants In: Geotechnical Engineering - Environmental Sciences x. Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3.106 /Q _5'7 i f u L In -Place Density Test Retort Taylor Morrison of Florida, IncorporatedClient: r UES Technician: Cesar Contreras 2600 Lake Lucien Drive Suite 350 1, d Maitland, FL 32751 'Date Tested: 10/29/2018 Project: Thornbrooke 40s & 50s, SF House Lots I Cz Various L , anford, Seminole unty, FL 32771 Area Tested: Lo 49 ( 153 Big Spring Terrace) Tvge of Test: Material: N tive Field: ASTM D-2937 Drive Cylinder Method Reference Datum: - Laboratory: ASTM D1557 Modified Proctor 1 . The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of -Test Range aximumptimum Density p) Moisture Field Dry Density per Field Moisture Soil Compaction Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 105.4 11.8 104.2 8.1 99 N/A Pas: 2 East Footing 1-2 ft 105.4 11.8 103.6 9.2 98 N/A Pas: 3 South Footing 1-2 ft 105.4 11.8 102.4 10.7 97 N/A Pas: 4 Southwest Corner (TOF) 1-2 ft 105.4 11.8 101.9 7.8 97 N/A Pas: 5 Northeast Corner (TOF) 2-3 ft- 105.4 11.8 100.7 11.1 96 N/A Pas:' Remarks: *TOF= Top Of Fill Tn or{n /.Gols o m..{..ol nm{nn{:nn {n I In:vn ronPe nl:nn{n {{.n ..Ll:r nnrl nu.,.n/..nn .III mnn.{n n.c. n..Lm:Hn.{ on nnnA.{nnl:nl nm..n.{.. nF n...-Kn #{ o 4 o. dhnri nHnn g-37d DESCRIPTION AS FURNISHED: Lot 49, THORNBROOKE PHASE I, as recorded in Plat Book 79, Pages 3 thru 7, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. WHITE CEDAR ROAD (80' R/W) B.B.) S 00D09' 03" E 40. 00' F'p 10' UNDS E, WALL, ESMT. 19.80r 19.80r ry' S LOT 49 29.47' `'•' 5.00' 15.7 Oi 14.3' 5.00' W h UV W p FORMBOARD FOUNDATION p TOP OF FORMS - 26.30' LOT 48 i h LOT 50 Y • DO 00 5.00' 5.0' J 001 21.3' 5.00' 47.87' r\ I 25.20' 25 20' 10' U71L. ESMT 9e M17J370' PC) S 00D09"03" E 40.00' ON LOT AR A CALCULATIONS. LOT = 4,800 SO FT LIVING 1,467 SOFT GARAGE = 455 SO FT 0k 0"1' ENTRY = 71 SO FT tiS' 3 .y'A' p LANAI = 139 50 FT GQ' BREEZEWAY - N/A SO FT DRIVEWAY = 40J 50 FT BIG SPRING TERRACE A/C PAD = 18 SOFT WALKWAY = 70 SO FT IMPERVIOUS = 54 6 1E 50' R/W) TRACT C FITi523soFTsFD pQ AOoFLOT ULA I NS Q R/W 440 50 FT PROPOSED - FINISHED SPOT GRADE ELEVATION APRON = 110 SO FT PER DRAINAGE PLANS SIDEWALK = 200 SO FT V'l- - PROPOSED DRAINAGE FLOW BUILDING SETBACKS: SOD = 130 50 FT LOT GRADING TYPE A PROPOSED F.F. PER PUNS - 16.3' FRONT 25' — PROPOSED INFORMATION SHOWN AREA A= 5,240 SOFTREAR15' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 51J SOFT PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER - 11. AND/OR INSTRUCTIONS PER SIDEWALK 270 SO FT CLIENT NOT FIELD VERIFIED SOD2,307 50 FT CRUSENMEYER-SCOTT ASSOC., INC. - LAND SURVEYORS r • RAT r • POW a Luc 5400 E. COLONIAL DR ORCANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r • IR1D TYr. TYPICAL URW PIPE 6 YV[RSC CW E P. PIE LWDETSDNED DOGS Nv"r LORRY PY7 TMS SURVEY MEETS THE MWIMUM 7rewcA. STANONO9 SET FORM PY p2C MW Tl!L .'ON ROD rLG RAIN Q 0•'(•NR (DIVATIRL' U CaCRETE 1 RA5 • MDLAL THE FLORIDA 804W OF PNOFES,"AL IAND SURVEYORS W CNVTQ 51-17 OF ME FLORNA ADMWLSTMTNE CODE. XT LL ttYC •U 4S% L2 4 "yjTxEti iam 2 lN1UES5 EYWSSED RIM SURVEYOR'S SEAL ORS SURVEY IS NOT VTO AND FOR WFE PURPOSSMCDCES ONLYAtMTYDRRtt[Tc • P" • PAwT R KGDNING CALri ckM `Er R E OMENALEWSSURVEYWASRRL)MED ROM 11RE WIORWRON iLNNDSNED M THE SURYEY9R MERE WY K O1NR RCSWCTKWS ELSFYFNiS TINT MRM M PRO DE DL. q 1 T CD•iNCENCNI P . PCRNANpIT RprMICC MINMCM COYRRLUC f. • 1.1. R i1E TI M4. HO RA;ERGROMND Y°""ENTS HAW REEK LOCATm UNLESS OTHERKSE SDRN. N. D • w1L • DISR RSL RULDiNi SET— L S TWS SURVEY 0 P,RETMED FOR THE SOLE SMIE R OFF TMOSE CERTV= TO AND SHOULD NOT BE REMLT U YY ANY OMR ENTRY W . RIdIISI-vAY RM . KMCWVM[ RJ. •MSC KN111A R WMEN WS SOWN FOR PC LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED M ROCONSTRUCi AOUNDW USES CSxI. CASDfNi DRAINS . YuwACE 7 REARWGS, ME LASED ASSVMEO WTUM AND ON ME UNC S10WN AS RASE KNUNG (98) UTLL . N0.1TY l E1EVA1fONT. V SNDWE ARE O4SLD a NATD,UL GEODETM VEwTHrrL GS1UY Of U1L55 OTNEIIWIY NOTED. arc - OUAIx SIN[ rIIc[ R CERP TE OF AUTHOR WN AM 4504 CV• . CD"nrzrE l2iE rL POINT a CUIVATM SCALE N-- 1• = 20'---+ 1 DRAWN BY. POW TANCENCT T.KmPOWKxRVTION CERTIFIED BY: 11.1E ORDER ND R 11TM PLOT PLAN 08-20-IB 5481-18 n • TUT. Cry • r WD9E411M6 NORTH FORMBOARD FOUNDATION/ELEVS. 10-25-2018 7066-18 MIS BU'LOLNC/PROPERTY DOES NOT UE WBWN ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FMM TOM X. GRUSENAIEYER. RLS / 4714 ZONE 1. MAP / 12117C 0055 F UAMES W. SCOTT, R.LS 1 4801 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application —No: I s 20 cKLIQCLIIIc'ntC'd "oll>ll'UCIIOn \'IUE': \ lob :\(Idrecc; ^ (l -0 Historic District: Ye, t_..l \o C i 1'a`lircolID: RcsidcntialErCoIII mcrcial n! I-\' pe of \\•ork: e\v "A(!dition U Alleration_Repair lD Demo I Qiar_ e of UscD Move . I) escrip ion of \fort:: I.IC7 j r'! f'l''r•' I•_I' I i ir,•" `(`> C'}-- r, f' lin {:e\ iz\\ Contact I'el•on: hil0i? e: Sulle Zip: F. i\: l ^ i 1''r = •LOi fir, Title: Email: ProNarty 0-.,.nor InlornnZtion hone: e i(l;` ,t of prop(•1-r\? . r. i ,.i . ,.,.i , -r't _-h, - 1 i_i l •i~ f"'il..iC: f %•1 i• i tri•.' t: J:-\%_,'Y i"~`'._ i +I!_ 1`.1 ! I-:,: ice',;"- •-- ZiP: 1 • Ir I ' I `/r r I S:.'.i: I..II:i:. r', rCIiI'Ct Cri•:7in_=r Il on:ation Sit' i't' ha\c Lit\'. St. lip: I_-...:!:1: 1t!(!. ri:: I; N IN(; To fl',\ \I:R: Y01'i•: I-.\E!_1-'i,E= Ti) RECC:;D A N(I'I iCI: OF CW!!!-NCEAIF\T M \%' !;--=1"LT IN 1-C)C I•: U\' i ECXI [ l) l Ul is i'iiC)i':_i:"Fl. . \O'{ICE C: i;ECO: LIE!) AM) i'L);.II-D ON i!!E .!Uc: S1IT 1:!'I-C)i"L l'liC I I':I ix i'l:C`I-!:"1. I'r 1 Ol; I..LCctl `:IN CC)"1.LT V%H-'I YO is l_l:N!)FP- 0'- AN ATT;:', ,, E[ " !:E!-i)i:! i:LCUi:!!I"Ci 1 -1_"i: NUT!CI' il! t-o\I\! F i'F\IFS F I 1: !I C! ii:.l; .. i il... :li, !):. ..... 1::'.. !_ C:.. I•: .i__.. ...!! ,'• t.:. i::.... .. :i ••:.. '•. r!. i tCC•. !r(. ii:. I:': ...I . Ltii . :i i.'t1 Cli- C'i a'. ,.i U:i c'1 . C: ;. i—i; Wit, t;i ,.it .... t._ ri ,it.. :t••.. '1:!f11:1: is ...1ii:,..._ it t'._,t...._ .I_t:l:, .. 1:1.l:t ii. 'i ... .. SJPCEnn Whiou to the raquh-snanu of AN pcmA. i; er. N ad2ir.ional appli.a.1le to tl-.is rn.ly- b.e Wund in It PLbUZ rt1:0-7d, Of Ii5 as the..- rn.it- bt- a-jai:ion:fl requited 07n of 90% cmulanal WAs such as waot- manymcm (? Wan sme agenck.Or IOWA qn:ws. Accectance ofpermk 6 t &Wdon that I u M nx;Q the am nrr of Q pwpany of 6: uqArmns of Wda LQv Lzw, FS 713, ThCi,,%- of San,). -A requBs paymm of q2n rn its cc n: me Came orpumo sub,"s Y% .Jr'. of the etecuted canyan o ord: r to cWho a Wzn wvbw Muc mi "ill be COVAUd Q c9WA conssudon Kuy of thz job al Cho ton: of subcQual. Tht a- tual %2!1.-C will b` Ili' ad ba:d on cc count ccNvuzvon Dole in cfo:-. at 1,::e Chi-., Is o: jzcmdanve vkh ON Whnnce, ShOW MAN dais 51nd effle WON Unms AM the 0=4 comnshr. Otto mol be a7plod to you: pconh Q; mien the p=h is WE. n WN K WS A 1-171 DAV11'. I certih- that A of he foregoing information is accurve ari that ;H work mill be (1011", in conipli-311ce Nvith L,11 app!icable LiNis re;ultiting COnStrUCt g . Jl A lact I I too =74pno T,p of 1 D AMY R. MORRIS Notary Public - State of Florida Commission - C4 185209 My Comm Expirgs Mar 10. 2022 Scrdod through Tonal Notary Assn. 7 NOW& ID I TO 0 L ftf-OW IS FOR) OFFICE U-SE QN-LY permin Requh- al: BAWN F 1 DgyIN 11 Nnhana, E! F ly nil i n -z 01 Qnstrueckin Type: ------------ 0ccup ancy We: Too! $q Ft of FAR: y1in. Acupancy Load.. UcEric of.AL[ nps foe SpHAUr NOW As 1 1 No- - V L: -1 ! L ITi -- - F N G PC E E R i K G:, MY Am: of szoriny Humkriv - & or Fix"Irs- WASTEWATER: KILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003721 Date 10/29/18 Property Address . . . . . . 153 BIG SPRING TER Parcel Number . . . . . . . . 21.19.30.5TT-0000-0490 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084748 Permit pin number 1084748 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003721 Date 10/29/18 Application pin number . . . 913852 Property Address . . . . . . 153 BIG SPRING TER Parcel Number . . . . . . . . 21.19.30.5TT-0000-0490 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 358883 Application desc '— NEED RECORDED NOC Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084748 Permit pin number 1084748 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 10/29/18 Valuation . . 6200 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 - Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1302.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. r 4.4 CITY OF SANFORD JV BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $k Job Address: Cxr Historic District: Yes Nog Parcel ID:, 13 _ Residentiato Commercial L Type of Work: New5a Addition Alteration Repair Demo Change of Use Q Move Description of Work:ri5 l o j( ,Lj `'l•r,f- (>J f t Plan Review Contact Person:--K—,A- 1 I '1 i,S I- - Title: Phone: Fax:l pl 33-385.3'- Email: I LUGC c,, corn, Property Owner Information dArName A I, ' Phone: Street: 02 Q ]Ja^ _ - Resident of property? • - City, State Zip: ( ' •_ - Cnnontractor Information Name l- it t f-t' Phone: Z Street: odtsco Fax: gol " kz 13 3 City, State Zip: .LR z State License No.- 0 Name: Street: City, St, Zip: Bonding Company: _, Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: I Address: 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application O 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. r Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required, in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature,ofNotary-State of Florida Date of Contractor/Agent t Contractor/A ent's Name Is 1410 Signature of No ry-State of Florida D ot04". CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 FIA work will I Owner/ Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID - Produced ID Type of ED — - BELOW IS FOR OFFICE USE ONLY, Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: _ F1ood.Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: - WASTE WATER: ENGINEERING: - FIRE:. BUILDING: COMMENTS: - k Revised: June 30.2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 DELAR NEATING • AIR CON13MOKING State Certification CAC032448 Phone: (321) 397-7250 Revised Date: 12/30/2017 Job Name: 30' Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job., Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 PLAN NAME TONNAGE SEER HSPF FANS/FAN LIGHTS TOTAL CONTRACT PRICE Anastasia" - 2.0 / 2.0 16.0 / 16:00- 8:50 /"8:50" 2FY0— 8,035.00'^'"` Boca Grande 3.0 15.00 8.60 4_/ 0 4,911.00 Captiva 3.0 16.00 8.50 3/1 5,095.00 i Marco i 3.0 15.00 8.50 2/0 I 4,679.00 Santa Rosa 3.5 15.00 1 8.50 t 4/1 5,759.00 NOTE: PRICING IS VALID FOR 6 MONTHS.. 4 Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (TH6320U1000DAG). Anastasia and Boca Grande plans only include dryer wall caps. For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any Interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN: Customer Initials 11 0 I . 11; (' V,1, 1. 1,11 0,W0.1244X 531 V(11)1ti1 U \1 \l J Q RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot49ThornebrookeAnastasiaGRW Builder Name: Taylor Morrison Street: 153 Big Spring Terrace Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: { p h n+A- LDesignOwner: Jurisdiction: 6 50V Location FL, Orlando County• Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(3137.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13 0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4 Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1508 0 sqft.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=38 0 1481.00 ft2 6 Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30 0 27.00 ft2 Conditioned floor area below grade (ft') 0 c. N/A R= ft2 11. Ducts R ft2 7 Windows(377.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 2934 a. U-Factor: Dbl, U=0.34 30521 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=O 31 b. U-Factor: Dbl, U=0.58 72 00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC. SHGC=0 32 a. Central Unit 252 SEER:16.00 b. Central Unit 252 SEER:16.00 c U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF.8.50 SHGC b. Electric Heat Pump 21.8 HSPF.8.50 Area Weighted Average Overhang Depth 2.845 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap. 50 gallonsEF: 8. Floor Types (2582.0 sqft.) Insulation Area 0 950 a. Slab -On -Grade Edge Insulation R=0 0 1467.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1102 00 ft' None c. other (see details) R= 13 00 ft2 15 Credits Pstal Glass/Floor Area: 0.146 Total Proposed Modified Loads: 74.58 PASSTotalBaselineLoads: 77.27 1 hereby certify that the plans and specifications covered by Review of the plans and S7 4Tc this calculation are in compliance with the Florida Energy specifications covered by this O4TY1E Code. calculation indicates compliance with the Florida Energy Code. nu,,.. •, .•:: ;';.,„ 07 PREPARED BY: Before construction is completed DATE:-_081241211 _ __Spencer Renner this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. _ COp WF OWNER/ T:_ _ BUILDING OFFICIAL: DATE: _ C` DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 8/24/2018 2.19 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot49ThornebrookeAnastasia Bedrooms: 4 Address Type Street Address Building Type: User Conditioned Area: 2582 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street 153 Big Spring Terrace Permit Office Cross Ventilation- No County Seminole Jurisdiction 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type- Single-family FL , 32771 New/Existing: New (From Plans) Comment - CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 13 ft' 13 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft' 0.28 0 072 3 Floor Over Other Space 2nd Floor ____ ____ 1102 ft' 0 015 0 085 ROOF V Roof Gable Roof Solar SA Emitl Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0.85 N 085 No 0- 266 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft' N N 8/24/2018 2 19 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 1:107:7LN:U11 Mi 1M CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft2 Oil Wood 2 Under Attic (Vented) 1st Floor 38 Blown 12 ft2 0.11 Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R-Value-Et-In-FI-In Area R=Value-Fraction-Absor-Grade% 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 023 06 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490 5 ft2 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508 7 ft2 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 41 4 11 9 4 45.9 ft2 0 0 0.6 0 8 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 023 06 0 9 N Exterior Concrete Block - Int Insul 1st Floor 41 52 6 9 4 490.0 ft2 0 0 0.6 0 10 - Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 001 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood 1st Floor None 25 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 031 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E 1 Vinyl Low-E Double Yes 0.34 031 N 40 0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Low-E Double Yes 058 032 N 72.0 ft2 10 ft 8 in 0 ft 0 in None None 4 E 2 Vinyl Low-E Double Yes 034 0.31 N 58.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 30 0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 4 Vinyl Low-E Double Yes 034 0.31 N 38.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 W 5 Vinyl Low-E Double Yes 034 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 8 Vinyl Low-E Double Yes 034 0.31 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 8 Vinyl Low-E Double Yes 034 0.31 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 N 9 Vinyl Low-E Double Yes 034 0.31 N 12.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 38.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 8/24/2018 2 19 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 455 ftz 455 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF 8.4999 21 8 kBtu/hr 1 HSPF-8 4999 21 8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr 756 cfm 075 1 SEER: 16 25.2 kBtu/hr 756 cfm 075 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft2 Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 8/24/2018 2 19 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans Cool' [ Jan Heating tX} Jan Feb HFeb Mar lXMar l A r [ APr l May MayX Jun l Jun X Jul Jul Au Xj rlAu Se [ SeP [ Oct Oct NovDec Nov HXDec HVentin [ ] Jan Feb X] Mar A r [ Ma Jun Jul lAug Se [ Oct Nov Dec Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/ 24/2018 2 19 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5 I FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 153 Big Spring Terrace, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13 0 1521 00 ftzbConcreteBlock - Int Insul, Exterior R=4.1 1375.90 ft 3 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d N/A R= fN 10 Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1481.00 ftZ 6. Conditioned floor area (ft2) 2582 b Knee Wall (Vented) R=30.0 27 00 ft2 7. Windows" Description Area c N/A R= ft' Z a U-Factor: Dbl, U=0 34 305.21 ft2 11 Ducts a. Sup Attic, Ret: Attic, AH. 2nd Floor R ft 6 293.4 SHGC. SHGC=O 31 b. Sup: Attic, Ret 2nd Floor, AH- 2nd Floor 6 223 b U-Factor: Dbl, U=0.58 72.00 ft2 SHGC SHGC=O 32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 25.2 SEER:16.00 SHGC b. Central Unit 25.2 SEER:16.00 d. U-Factor: N/A ft2 13. Heating systems kBlu/hr EfficiencySHGC: a Electric Heat Pump 21.8 HSPF.8 50 Area Weighted Average Overhang Depth: 2 845 ft. b. Electric Heat Pump 21.8 HSPF 8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14 Hot water systems Cap 50 gallons a Slab -On -Grade Edge Insulation R=0 0 1467.00 ft2 a Electric EF: 0.95 b Floor Over Other Space R=0.0 1102.00 ft2 c. other (see details) R= 13.00 ft2 b Conservation features None 15 Credits Pstat 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: Address of New Home: Date: City/FL Zip: 1) WE B 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. 8/24/2018 2 20 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot49ThornebrookeAnastasiaGRW Budder Name. Taylor Morrison Street 153 Big Spring Terrace 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 barner shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth iA unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring . and plumbing iri 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 or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceqlinas, a In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 8/24/2018 2:20 PM EnergyGauge A0 USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 8/24/2018 2:19.25 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name. Lot49ThornebrookeAnastasiaGRW Builder Name: Taylor Morrison Street: 153 Big Spring Terrace Permit Office - City, State, Zip. Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(9, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing 1. 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 lest, 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: PRINTED NAME: DATE: 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 third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: y00 THE ST,gl O 8/24/2018 2 21 PM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 153 Big Spring Terrace Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy Florida law Section 553 9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4 1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4 1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8 Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 8/24/2018 2 20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402 1 2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion au duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0 944 L/s) when tested in accordance with ASTM E283 at a 1 57 psf (75 Pa) pressure differential All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1 A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2 Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (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 1.2 Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/24/2018 2 20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal 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 60oC). 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 -healing systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all slated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403 6 1 Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62 2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2 8 cfm/watt Any Bathroom, utility room 10 1 4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/wall Any For SI. 1 cfm = 28 3 L/min a. When tested in accordance with HVI Standard 916 8/24/2018 220 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1 15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403 7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403 7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options. 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4 8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots R403.10.2 Time switches. -Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors Heaters and pump motors that have built-in time switches shall be in compliance with this section Exceptions: 1 Where public health standards require 24-hour pump operation. 2 Pumps that operate solar- and waste -heat -recovery pool heating systems 3 Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for healing, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool healers fired by natural or LP gas shall not have continuously burning pilot lights. 8/24/2018 2 20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 8/24/2018 2 20 PM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 5 of 5 wrightsofts Manual S Compliance Report ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 WebWWW DEL-AIR.COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Job: Lot49ThornebrookeAna... Date: 7/13/18 By: JA Outdoor design DB: 92.5°F Sensible gain: 18794 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.3°F Latent gain: 3462 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 22256 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18712 Btuh 100% of load Latent capacity: 3996 Btuh 115% of load Total capacity: 22708 Btuh 1020% of load SHR: 821% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19927 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 112% of load Capacity balance: 39 OF Supplemental heat required: 0 Btuh _ Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 85% of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. wright_ soft- 2018-Aug-24 14 23 55 Right- Suite(E) Universal 2018 18 0 27 RSU24009 Page 1 C' AnastasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House laces W wrightsofts Manual S Compliance Report ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone- 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17174 Btuh Outdoor design WB: 76.3°F Latent gain: 2927 Btuh Indoor design DB: 75.0°F Total gain: 20102 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Job: Lot49ThornebrookeAna... Date: 7/13/18 By: JA Entering coil DB: 78.0°F Entering coil WB: 63.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 17898 Btuh 104% of load Latent capacity: 4884 Btuh 167% of load Total capacity: 22782 Btuh 113% of load SHR: 79% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13344 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22168 Btuh 166% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh _ _ Economic balance: -99 OF_ Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-Aug-24 14 23 55 Right-Suue® Universal 2018 18 0 27 RSU24009 Page 2 A AnastasialGRW\Lot49ThornebrookeAnaslaslaGRW rup Calc = MJ8 House laces W wrightsofts Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Construction descriptions Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood firm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood firm, 16" o.c. stud Job: LOt49ThornebrookeAna... Date: 7/13/18 By: JA Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Or Area U-value Insult R Htg HTM Loss Clg HTM Gain ft Bluh/ft-F ft'-*FBtuh MOW Btu MOW Btu n 470 0.091 13.0 2.58 1209 2.34 1100 e 200 0.091 13.0 2.58 515 2.34 469 s 461 0.091 13.0 2.58 1186 2.34 1079 w 240 0.091 13.0 2.58 618 2.34 562 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 433 0.201 0 5.69 2462 4.35 1883 e 150 0.201 0 5.69 851 4.35 651 s 470 0.201 0 5.69 2671 4.35 2044 w 51 0.201 0 5.69 292 4.35 223 nw 24 0.201 0 5.69 134 4.35 102 all 1127 0.201 0 5.69 6410 4.35 4904 w 29 0.032 30.0 0.91 26 2.38 69 220 0.091 13.0 2.58 566 1.44 317 Windows 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3 ft window ht, 1 ft sep ); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft , _ e overhang (5 ft window ht, 1 ft sep.), 6 67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (3.17 It window ht, 11.67 It sep.); 6.67 ft head ht 6 0.340 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.3 3518 5 0.340 0 9.62 51 10.6 56 wrightsoft- 2018-Aug-24 14 23 55 Right -Suite® Universal 2018 18 0 27 ASU24009 Page 1 4C(>' AnastasialGRW\Lol49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House laces W 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 13 0.340 1/8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft overhang (4.2 ft window ht, 11.67 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 39 0.340 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft e 58 0.340 overhang (6.3 ft window ht, 11.67 ft sep.), 6.67 ft head ht s 39 0.340 all 136 0.340 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 72 0.580 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32), 10 67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 23 0.390 Ceilings 168-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 22A-ipl: Bg floor, light dry soil, on grade depth n 21 0.390 all 43 0.390 1482 0.026 13 0.050 147 0.989 0 0 0 0 0 0 0 0 0 38.0 19.0 0 9.62 125 10.6 137 9.62 374 10.6 411 962 561 30.4 1769 9.62 374 12.2 472 9.62 1308 19.5 2653 16.4 1182 16.8 1213 11.0 250 12.0 272 11.0 228 12.0 248 11.0 478 12.0 520 0.74 1090 1.41 2090 1.41 18 0.71 9 28.0 4126 0 0 wrightsoft^ 2018-Aug-24 14 23 55 w .,..,.._.,, ,.w., Right -Style® Universal 2018 18 0 27 RSU24009 Page 2 AnastasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc - MJ8 House faces W Component Constructions Job: Lot49ThornebrookeAna... wrightsofts P Date: 7/13118 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Cooling Dry bulb (IF) 42 93 Daily range (IF) - 17 ( M) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain ft' BNh/ft'-'F 11 -'FBtuh BNh/U' Btu Btuh/IF Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 433 0.201 0 5.69 2462 4.35 1883 board int fnsh a 150 0.201 0 5.69 851 435 651 s 470 0.201 0 5.69 2671 4.35 2044 w 51 0.201 0 5.69 292 4.35 223 nw 24 0.201 0 5.69 134 4.35 102 all 1127 0.201 0 5.69 6410 4.35 4904 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" w 29 0.032 30.0 0.91 26 2.38 69 gypsum board Int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 220 0.091 13.0 2.58 566 1.44 317 wood firm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, n 5 0.340 0 9.62 51 10.6 56 1/8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium, 1 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 13 0.340 0 9.62 125 10.6 137 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (4.2 ft window ht, 11.67 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr Innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=O 31), 50% drapes, medium; 1 ft e 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 it window ht, 11.67 ft sep.), 6.67 ft head ht s 39 0.340 0 - 9 62 374 12.2 472 all 136 0.340 0 9.62 1308 195 2653 2A-2omd. 2 glazing, clr low-e outr, air gas, mtl no brk firm mat, clr Innr, e 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft window ht, 0 ft sep.), 6.67 ft head ht Doors 11 DO. Door, wd sc type nw 23 0.390 0 11.0 250 12.0 272 n 21 0.390 0 11.0 228 12.0 248 all 43 0.390 0 11.0 478 12.0 520 wrightsoft- 2018-Aug-24 14 23 55 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 3 AnaslaslalGRW\Lol49ThornebrookeAnastaslaGRW rup Calc = MJ8 House faces W Ceilings 166-38ad Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 112" 12 0.026 gypsum board inl fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 38.0 0.74 9 1.41 17 0 28.0 4126 0 0 wrightsoft- 2018-Aug-24 14 23 55 t Right -Style® Universal 2018 18 0 27 RSU24009 Page 4 I*-'CI`I AnastasialGRW\Lol49ThornebrookeAnastaslaGRW rup Calc = MJ8 House faces W Job: Lot49ThornebrookeAna... wrightsofts Component Constructions Date: 7/13/18 ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood firm, 16" o.c. stud Partitions none) Or Area U-value ft BNh/ft? •F n 470 0.091 e 200 0.091 s 461 0.091 w 240 0.091 all 1370 0.091 Windows 2A-2ov• 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3 It window ht, 1 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium, 1 It e overhang (5 ft window ht, 1 ft sep.), 6 67 ft head ht e s w all Doors none) Ceilings _ 16B-38ad" Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 112" gypsum board int fnsh Floors 20P-19t: Flr floor, firm flr, 12" thkns, r-19 cav ins, gar ovr 6 0.340 Insul R Htg HTM Loss Clg HTM Gain ft?'F/Btuh MOM Btu Btu h/V Btu 13.0 2.58 1209 2.34 1100 13.0 2.58 515 2.34 469 13.0 2.58 1186 2.34 1079 13.0 2.58 618 2.34 562 13.0 2.58 3528 2.34 3210 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.3 3518 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 Fk wrightsoft- 2018-Aug-24 14 23 55 Right -Style® Universal 2018 18 0.27 RSU24009 Page 5 AnastasialGRW\Lol49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W Project Summary Job: Lot49ThornebrookeAna... wrightsoft' Date: 7/13/18 Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA Information LS 9/1/,,17 A er: Orlando Intl AR FL, USLS4/511 a Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26070 Btuh Structure 24961 Btuh Ducts 7202 Btuh Ducts 11007 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33271 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 35968 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4164 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg Area (ft2) 2730 2730 Equipment latent load 6389 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 42358 Btuh Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFvtsoft- 2018-Aug-24 14 23 55 Right -Su te® Universal 2018 18.0 27 RSU24009 Page 1 AnastasialGRW\Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House laces W Project Summary Job: Lot49ThomebrookeAna... Wrightsoft' Date: 7/13/18 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA R-si-gril Information LS 9/1`/117 A LS 4/5GJ er: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Heating Summary Structure 17022 Btuh Ducts 2905 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19927 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Co lin Area (ft2) 146g Volume (ft3) -13706 13706 Air changes/hour 0.39 0.20 Equiv. AVF (cfm) 88 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 39 OF Backup: 8.5 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.042 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 14548 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18794 Btuh Latent Cooling Equipment Load Sizing Structure 2623 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 3462 Btuh Equipment Total Load (Sen+Lat) 22256 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-Aug-24 14 23 55 Righl-Suite® Universal 2018 18 0 27 RSU24009 Page 2 AnastasialGRW\Lo149ThornebrookeAnastasiaGRW rup Calc = MJ8 House laces W Project Summary Job: Lot49ThornebrookeAna... wrightsofts Date: 7/13118 ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone- 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA Desian Information LS 9/ 1,/117 A LS 4/51 i a er: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Heating Summary Structure 9048 Btuh Ducts 4296 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13344 Btuh Infiltration Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 10413 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17174 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1541 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1263 126g Equipment latent load 2927 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.43 0.22 Equipment Total Load (Sen+Lat) 20102 Btuh Equiv. AVF (cfm) 96 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230*++TDR AH R I ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47*F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wri9"tsoft- 2018-Aug-24 14 23 55 Right-Suile® Universal 2018 18 0 27 RSU24009 Page 3 AnastasialGRW\Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W F wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot49ThomebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316 4 It 9.2 it 2938.3 ft2 ahu 1 147.4 It 9.3 It 1469 0 f12 Ty Construction number U-value Btuh/flz °F) Or HTM Btuh/ft2) Area (ftq or perimeter (ft) Load Btuh) Area (ft2) or perimeter (It) Load Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 12C-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 12C-Osw 2A-2ov 2B-21v 0 091 0.340 0.340 0.201 0.340 0.340 0.340 n n n n n n n a a a 2.58 9.62 9.62 i5.69 9.62 9.62 9.62 2.58 9.62 9.62 234 1058 1058 4 35 10.58 10.58 1058 2.34 30.36 30_36 435 16 85 30.36 491 6 15 470 0 0 1209 58 144 1100 63 159 0 0 0 0 0 0 0 0 0 0 0 0 490 5 13 39 433 0 0 0 2462 51 125 374 1883 56 137 411 490 5 13 39 433 0 0 0 2462 51 125 374 1893 56 137 411 0.091 0.340 0.340 270 30 40 200 0 0 515 289 385 851 1182 561 469 911 1214 651 1213 1769 0 0 0 280 72 58 0 0 0 150 72 0 0 0 O . 0 0 0 0 13A-20cs 2A-2omd 2A-2ov 0201 0.580 0 340 a a a 5.69 16.41 9.62 280 72 58 150 72 0 851 1182 561 651 1213 1769 yJ G V t-G j G_ W W 12C-Osw Z_A-2ov 13A-2ocs 2A-2ov 12C-Osw 2A2ov 0.091 0 340 s s 2.58 9.62 2 34 10.77 491 30 508 39 461 2_6 470 0 1186 289 2671 374 1079 323 2044 472 0 0 0 0 0 0 0 0 0.201 0 340 0.091 390w s s w 569 9.62 2.58 9.62 569 4.35 12.15 508 39 470 0 2671 3_74 2044 4.72 02.34 30.36 270 30 240 618 562 11 0 0 0 13A-2ocs 0.201 4.35 51 29 51 29 292 26 223 69 51 51 292 26 223 6916A-36d 0.032 w w 0-91 2.38 29 29 y/ 0 13A-2ocs 11 DO 0201 0 390 rnv nw 569 11 0411.99 4.35 46 23 24 23 134 250 102 272 46 23 24 23 134 250 102 272 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 11 99 240 21 220 21 566 228 317 248 240 21 220 21 566 228 317 248 C 16B-38ad 0.026 0.050 0.74 1.41 1.41 1482 1482 1090 2090 12 12 9 17 F 2OP-19t 0.71 13 13 18 9 0 0 1469 0 147 0 4126 0 0F22A-Id 0.989 27.99 0.00 1469 147 4126 6 c) AED excursion 0 0 Envelope loss/gain 20361 18758 14281 98a5 12 a) Infiltration b) Room ventilation 5709 0 1808 0 2741 0 868 0 13 Internal gains Occupants @ 230 Appliances/other 6 1380 3015 6 1380 2415 Subtotal (lines 6 to 13) 26070 24961 17022 14548 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 289/6 44%1 0 0 0 26070 7202 0 0 0 24961 11007 179% 29%1 0 0 0 17022 29051 0 0 0 14548 4246 Total room load Air required (cfm) 33271 1680 35968 1680 T19927840 18794 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. jrl- wrigF tsoit- 2018-Aug-24 14 23 55 Zc """' Right -Suite® Universal 2018 18 0 27 RSU24009 Page 1 AnaslasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot49Thornebtoo keAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169. 0 it 90 it 1469 3 ft2 Ty Construction number U- value Btut1/ fl2 °F) Or HTM Bluh/ ftz) Area ( ftq or perimeter (it) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VIJ 12C-Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 n n n 2. 58 9. 62 9. 62 2. 34 1058 1058 491 6 15 470 0 0 1209 58 144 1100 63 159 11 13A- 20cs 2A- 2ov 2A- 2ov 2A- 2ov 0201 0 340 0 340 0. 340 n n n n 5. 69 9. 62 9. 62 9. 62 2. 58 9. 62 9. 62 5. 69 16. 41 9. 62 4 35 1058 1058 1058 2. 34 30. 36 30. 36 4. 35 1685 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H/ L- G 12C- Osw 2A- 2ov 2B- 21v 13A- 2ocs 2A- 2omd 2A- 2ov 0. 091 0. 340 0. 340 0. 201 0. 580 0. 340 a a e_ a a a 270 30 40 0 0 01 200 0 0 515 289 385 0 0 0 469 911 1214 0 0 0 0 0 0 y/ t-- G 12C- Osw 2A- 2ov 0. 091 0. 340 s s 2. 58 9. 62 2. 34 10. 77 491 30 461 26 1186 289 1079 323 W t- G 13A- 2ocs 2_ A-2ov 12C- Osw 0 0. 201 0. 3_40 0. 091 0. 340 s s w w 5. 69 9. 62 2. 58 9 6Z 4. 35 12. 15 2. 34 0. 36 0 0 0 0 0 0 0 0 270 240 0 618 289 562 911 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 W 16A-30ad 0.032 w 0.91 2.38 01 0 0 0 Vf/ 0 13A- 2ocs 11 DO 0. 201 0. 390 nw nw 5. 69 11. 04 4. 35 11. 99 0 0 0 0 0 0 0 0 12C- Osw 11D0_ 16B- 38ad 0. 091 0. 390 0. 026 n_ 2. 58 11. 04 0. 74 1. 44 11. 99 1. 41 0 0 0 0 1469 0 0 0 0 C 1469 1081 2072 F 20P-19t 0.050 1.41 0.71 13 13 0 15 0 9 0 F22A-1pl 0.989 27.99 0.00 0 6 c) AED excursion 0 Envelope loss/gain 6080 8873 12 a) Infiltration b) Room ventilation - 2968 0 940 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 600 Subtotal ( lines 6 to 13) 9048 10413 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 470/6 65% 0 0 0 9048 4296 0 0 0 10413 6761 Total room load Au required (cfm) 13344 840 17174 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t F- wrigi tsoft- 2018-Aug-24 14 23 55 Right- Suue® Universal 2018 18 0 27 RSU24009 Page 2 AnastasialGRW\ Lol49ThornebrookeAnastasiaGRW rup Calc = MJ8 House laces W wrightsoft Right-M Worksheet Job: Lot49ThornebrookeAnastas... ahu 1 Date: 7/13/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax. 407-333-3853 Web WWW DEL-AIR.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.4 it 9.3 It 1469.0 I12 mstr rm 42 0 it 9.3 it heat/cool 17.0 x 15.5 it 263.5 it2 Ty Construction number U-value Btuh/ft2-°F) Or HTM 13tuh/fl2) Area (ft2) I or penmeter (it) Load Btuh) Area (ft2) or perimeter (It) Load Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 11 C 12C-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0340 0201 0 340 0 340 0 340 0.091 0.340 0.340 n n in n n n n a a a 0.00 0.00 0.00 5.69 9.62 962 9.62 0.00 0.00 0.00 0.00 000 0.00 435 1058 1058 1058 0.00 0.00 0.00 0 0 0 490 5 13 39 0 0 0 0 0 0 0 0 0 2462 51 125 374 0 0 0 1883 56 137 411 0 0 0 159 0 0 0 0 0 0 159 0 0 0 0 0 0 902 0 0 0 0 0 0 690 0 0 0 0 0 0 433 0 0 0 12C-Osw 2A-2ov 2B-2fv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F-C L ( 13A-20cs 2A-2omd 2A-2ov 0201 0 580 0.340 a a a 5.69 1641 9.62 000 0.00 566 9.62 0.00 OQ 569 4.35 16.85 30.36 0.00 000 280 72 58 150 72 0 851 1182 561 651 1213 1769 145 0 58 86 0 0 491 0 561 376 0 1769 y! 1_G 12GOsw 2A-2ov 0.091 0_340 0.201 0.340 0.091 0.390 s s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G W L-G, 13A-2ocs 2A-20v 12C-Osw 2 4.35 12.15 0.00 508 39 470 0 2671 374 2044 472 89 0 89 0 504 0 386 0 w w 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 16A-30ad 0.201 4.35 51 51 292 223 0 0 29 0 26 0 690.032 w 0.9112.38 29 291 26 69 29 y/ D 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11 04 4.35 11.99 46 23 24 23 134 250 102 272 0 0 0 0 0 0 0 0 R L-D 12C-0sw 11DO 16B-38ad 0.091 0.390 0.026 in 2.58 11.04 1.44 11 99 240 21 220 21 566 228 317 248 0 0 0 0 0 0 0 0 C 074 1.41 12 12 9 17 0 0 0 0 F 2OP-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 2799 0.00 1469 147 4126 0 264 42 1176 0 6 c) AED excursion 0 418 Envelope loss/gain 14281 9885 3660 3708 12 a) Infiltration b) Room ventilation 2741 0 868 0 821 0 260 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 17022 14548 4481 4798 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1170/6 299/6 0 0 0 17022 1 2905 0 0 0 14548 4246 171/, 29% 0 0 0 4481 765 0 0 0 4798 1400 Total room load Air required (cfm) 19927 840 18794 840 1 5246 221 6198 277 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fi wrigF tsolt- 2018-Aug-24 14 23 55 A ""-''"- """--"'"-' Right -Buda® Universal 2018 18 0 27 RSU24009 Page 3 AnastasialGRW\Lo149ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W wrightsoft• Right-J® Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot49ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr blh 12 0 ft 9.3 it heal/cool 12.0 x 8.0 it 96 0 f12 mstr wic 0 it 9.3 It heat/cool 6.5 x 75 it 48.8 fl2 Ty Construction number U-value BIuh/fl2-°F) Or HTM BluNfl2) Area (It2) or perimeter (II) Load Bluh) Area (ft2) or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 in in n 0.00 0.00 0.00 0.00 0.00 000 0 0 0 11 Vjl LAC, 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 12C-Osw 2A-2ov. 2_B-2fv 0201 0.340 0.340 0.340 0.091 0.340 0.340 0.201 0 580 0.340 n n n n 5.69 9.62 9.62 9.62 0.00 0.00 0.00 5.69 16.41 9.621 4.35 1058 10.58 10.58 112 0 0 0 112 0 0 0 637 0 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a a a 0.00 0.00 0.00 435 16.85 3036 0 0 0 0 0 0 0 0 0 0 0 0 0-0-6- 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ G 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjJ G_ 13A-2ocs 2A-2ov 0.201 0 340 s s 5.69 9.62 4.35 12' 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2ov 0.091 w 0.00 0 0.00 00 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0-0 0 0 0 0 W 16A-30ad 0.032 w 0.91 2 38 0 0 0 0 0 0 0 0 VJ 0 13A-2ocs 11 DO 0.201 0.390 nw r1w 5.69 11.04 435 1199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 1100 16B-38ad 0.091 0.390 0 026 n 2.58 11.04 0. 74 1.44 11.99 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-D C 0 0 0 0 0-0 0 0 0 0 F F 2011-19t 22A-lpl 0.050 0.989 0.00 27.99 0.00 0.00 0 96 0 12 0 336 0 0 0 49 0 0 0 0 0 0 6 c) AED excursion 29 0 Envelope loss/gain 973 458 0 0 12 a) Infiltration b) Room ventilation 218 0 69 0 0 0 0 0 13 Inlemal gains Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 1191 527 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 171/, 299/ 0 0 0 1191 203 0 0 0 527 154 17% 29% 0 0 0 0 01 0 0 0 5 1 Total room load Air required (clm) 1395159 681 30 0 0 6 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I-.wrigF tsoft- 2018-Aug-24 14 23:55 ACZ`.A ' Righl-SuileO Universal 2018 18 0 27 RSU24009 Page 4 AnaslasialGRW\Lol49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot49ThomebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 9 3 it heat/cool 55 x 3.5 It 19.3 I12 study 10.5 it 9 3 it heat/cool 105 x 11 5 It 120 8 It2 Ty Construction number U-value Btut1/ft2-*F) Or HTM Btuh/Itz) Area (1t2) or perimeter (it) Load Btuh) Area (Its or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 Vj/ l_GG 12C-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0201 0.340 0 340 0 340 0.091 0.340 0.340 n n n n n n n a a e 000 000 0.00 569 962 962 9 62 0.06 0.00 0.00 0.00 000 000 435 1058 10-58 10.58 000 0.00 000 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 39 59 0 0 0 336 0 0 374 257 0 0 411 12C-0sw 2A-2ov 2B-2fv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 e a e 569 1641 962 435 16.85 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ G 12C-Osw 2A_-2ov 0.091 0.340 0201 0.340 0 .091 0.340 s s_ s s w w— w 0.00 0.00 569 962 0.00 D 00 569 0.00 0.0_0 435 1215 0 00 0.00 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ G 13A-2ocs 2A-2ov 12C-Osw A2ov 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 W W 13A-2ocs 16A-30ad 0.201 00 0 0 0 0 0 0 0 0 00.032 w 0.91 238 0 0 0 0 0 y/ Z 13A-2ocs 11 DO 0 201 0.390 nw nw 5 69 11.04 4 35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L—D 12C-Osw 11 DO 0 091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.050 0.74 0.00 1.41 0.00 0 0 0 0'0 0 0 0 0 0 0 F 2OP-19t 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 190 0 0 121 11 294 0 6 c) AED excursion 0 39 Envelope loss/gain 0 0 1004 630 12 a) Infiltration b) Room ventilation - 0 0 0 0 191 0 61 0 13 Internal gams- Occupants @ 230 Appliances/other 0 0 5 0 0 0 Subtotal (lines 6 to 13) 0 5 1195 690 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 29% 0 0 0 0 0 0 0 0 5 1 17% 29°/, 0 0 0 1195 20 4 0 0 0 690 201 Total room load Air required (cfm) 0 0 6 0 1399 59 892 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 F- wrigF tsoft- 2018-Aug-24 14'23 55 Right-Suite® Universal 2018 18 0 27 RSU24009 Page 5 AnastasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet Job: Lot49ThornebrookeAnastas... ahu 1 Date: 7/13/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax 407-333-3853 Web WWW DEL -AIR COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 6.5 It 93 It heal/cool 65 x 65 It 42.3 It2 pwdr 12 0 It 93 it heat/cool 6.5 x 65 It 423 J12 Ty Construction number U-value Btuh/fl?°F) Or HTM Btuh/ftg Area (flq or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 VrJ I--GG G II G 12C-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 12C-Osw 2A-2ov 2B-21v 0 091 0.340 0.340 0201 0 340 0 340 0.340 0.091 0.340 0.340 n n n_ n n n n a a e_ a a a 0.00 0.00 0.00 5.69 962 9.62 9.62 0.00 0.00 0.00 5.69 16.41 9.62 000 0.00 0.00 4.35 10.58 10.58 10.58 0.00 0.00 0.00 4.35 16.85 3036 0 0 0 61 0 13 0 0 0 0 0 0 0 271 0 125 0 0 0 0 208 0 137 0 0 0 0 61 5 0 0 0 0 0 0 0 0 0 0 0 48 0 0 0 55 0 0 0 315 51 0 0 241 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 h/ I--G- G 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 12C-Osw 2A-2_ov 13A-2ocs 2A-2ov 12C-Osw 20 13A-2ocs 16A409 0.091 0.340 s 0.00 0.00 5.69 9.62 0.00 00 569 0.00 0.000 4.35 12.15 000 0.00 435 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yy/l G W Vi 0.201 0 340 0.091 0.340 0 201 0.032 s_ s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w_ w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 51 292 223 00912.38 01 0 0 0 0 0 0 y/ Z 13A-2ocs 11 DO 0 201 0 390 nw nw 569 11 04 582. 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R z, 12C-Osw 11 DO 0 091 0.390 n 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 16B-38ad 20P-1-9t 0 026 050 1.41 0 0 0 0 0 0 0 0 00.74 0.00 0.00 0 0 0 0 0 0 0 F 22A-tpl 0 989 27 99 0.00 42 7 182 0 42 12 336 0 6 c) AED excursion 52 31 Envelope loss/gain 578 293 993 489 12 a) Infiltration b)- Room ventilation 118 0 37 0 218 0 69 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 696 930 1212 558 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1171% 290/6 0 0 0 696 119 0 0 0 930 271 17°/, 2T/6 0 0 0 1212 207 0 0 0 558 163 Total room load Au required (cfm) 815 34 1202 54 1419 60 721 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wfftsott^ 2018-Aug-24 14 23 55 ZcA "-' Right -Suite® Universal 2018 18 0 27 RSU24009 Page 6 AnastasialGRW\ Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House laces W wrightsoft' Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot49ThomebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family rm 35.0 it 9.3 It heat/cool 205 x 14.5 It 297.3 ftz dining rm 10.0 it 9 3 It heat/cool 1 0 x 210 0 It 210.0 It2 Ty Construction number U-value Blutdit2°F) Or HTM Btuhlt Area (ft2) or perimeter (1l) Load BI h) Area (It2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 12C-Osw 2A-2ov 2B-2fv 0.091 0.340 0.340 0.201 0 340 0.340 0.340 0.091 0.340 0.340 0.201 0.580 0.340 n n n n n n n 000 000 0.00 5.69 962 9.62 9.62 0.00 0.00 0 00 4.35 1058 10.58 10.58 OAO 0.00 0 00 0 0 0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ lL-(G,' 13A-20cs 2A-2omd 2A-2ov a a a 5.69 16.41 9.62 4.35 16.85 30.36 135 72 0 63 72 0 360 1182 0 275 1213 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G V I--6 12C-Osw 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 U 0 0 0 0 00 0 0 0 0.201 0.340 s s 5.69 9.62 0.00 0.0Q 4.35 12.15 0.00 0.00 191 0 191 0 0 1088 0 0- 832 0 93 3.9 54 0374 310 237 472 L-G W W 12C-0sw 2ov 13A-2ocs 16A- 0.091 390 w 0 0 0 0 0 0 0 0 0 D 0 0.201 0.032 w w 5.69 0 91 4.35 0 0 0 0 0 0 0 0 2.381 0 0 0 0 0 Of 0 0 VJ 0 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R q--D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 20P-19t - 0 026 0.050 0.74 OAO 1.41 0.00 0 0 0 0 0 0 0 0 F 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 182 67 Envelope loss/gam 3609 2139 963 776 12 a) Infiltration b) Room ventilation _ 637 0 202 0 182 0 58 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4247 3260 1145 1064 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1179/6 1 299/6 0 0 0 4247 1 725 0 0 0 3260 952 17% 29% 0 0 0 1145 196 0 0 0 1064 310 Total room load Au required (clm) 4971 210 4212 188 1 1 1341 57 1374 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrightsaTt- 2018-Aug-24 14 23 55 Right-Suite(E)Universal 2018 18 0 27 RSU24009 Page 7 AnastasialGRW\Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W wrightsofr Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM Job: Lot49ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 ft 9.3 It heaUccol 6.0 x 3.5 ft 21.0 Ilz kitchen 194 It 93 If heat/cool 1.0 x 308.0 It 308.0 Itz Ty Construction number U-value BIUh/fl2 °F) Or HTM Btuh/ft0 Area (fly or perimeter (ft) Load Btuh) Area (110 or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V(1 12C-osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 0 00 0.00 0.00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0 340 0 340 0 340 0.091 0.340 0.340 0 201 0.580 0 340 n n n n a a tee_ a a a 0.00 5.69 9.62 9.62 9.62 0.00 0.00 0.00 5.69 16.41 9.62 4.35 1058 1058 1058 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.00 0.00 0.00 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t_C 12C-0sw 2A-2ov 0.091 0.340 s- s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--G 13A-20cs 2A-2ov 0201 0 340 0.091 0.340 s s w' w_ 5.69 9.62 0.00 100 4. 35 1. 2.15 0. 00 0- 00 0 0 0 0 0 0 135 0 135 0 770 0 589 0 12C- 0sw 2 0 0- 0 0 0 0 0 0 0 0 0 0 0 00 W 1N 13A- 2ocs 16A- 3oad 0201 w 5.69 0. 91 5. 69 11. 04 4. 35 2. 38 4. 35 11. 99 0 0 0 0 0 0 0 0 0. 032 0201 0 390 s nw nw 0 0 0 0 0 0 0 0 y! t- D 13A- 2ocs 11DO 0 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 q I- D 12C- 0sw 11D0 16B- 38ad 0. 091 0. 3W 0 026 n_ 2. 58 1. 1.04 0. 74 1. 44 11. 99 1. 41 0 0 0 0_ 0 0 0 0 0 240 21 220 21 566 228 317 248 C 0 0 0 12 12 9 17 F F 2oP 19t 22A- ipl 0. 050 0 989 0. 00 27. 99 0. 00 0. 00 0 0 0 0 0 0 0 0 0 21 0 0 308 19 543 0 6 c) AED excursion 0 151 Envelope loss/gain 0 0 2500 1394 12 a) Infiltration b) Room ventilation 0 0 0 0 354 0 112 0 13 Internal gains' Occupants @ 230 Appliances/ other 0 0 5 0 0 1200 Subtotal ( lines 6 to 13) 0 5 2854 2706 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 117% 29% 0 0 0 0 1 0 0 0 0 5 1 1 NO I 2T/6 0 0 0 2854 I 487 0 0 0 2706 790 Total room load Air required (cfm) 0 0 6 0 3341 141 3496 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F- 2018-Aug-24 14 23 55 Right - Suite® Universal 2018 18 0 27 RSU24009 Page 8 Anastasia] GRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W 1- wrightsoftRight-JO Worksheet ahu 2 DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web- WWW DEL -AIR COM Job: Lot49ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169. 0 it 9. 0 it 1469. 3 1t2 rm 2 39 5 It 9 0 it heat/cool 145 x 15.5 It 224 8 f12 Ty Construction number U- value BtutVftz ° F) Or HTM BtulVft9 Area ( Ilq or perimeter (It) Load Btuh) Area ( ft or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 L 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 n n n 2. 58 9. 62 9. 62 2. 34 10. 58 10. 58 491 6 15 470 0 0 1209 58 144 1100 63 159 131 0 0 131 0 00 336 0 366 0 0 11 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 0201 0 340 0 340 0. 340 0. 091 0. 340 0. 340 0201 0. 580 0. 340 n n n n a a e_ a a a 000 000 0. 00 0. 00 2. 58 9. 62 9. 62 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 2. 34 30. 36 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl - y/ L-_ GG 12C- Osw 2A- 2(yv 2B- 2fv_ 13A- 20cs 2A- 2omd 2A- 2ov 270 30 40 200 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ T_ C 12C- Osw 2A- 2ov 0. 091 0. 340 s s 2. 58 9. 62 234 10. 77 491 30 461 26 1186 289 1079 323 86 0 86 00 220 200 0 y/ 13A-2ocs 2A- 2ov 0201 0 340 s s 0. 00 0. 00 0 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 0. 091 Q_ W w w 2. 58 62 234 30. 36 270 240 618 562 1 0 0 0 0 0 0 0 0_ W W 13A- 2ocs 16A- 30ad 0201 0. 032 w w_ 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0. 00 0 0 0 0 0 0 0 0 W D 13A- 2ocs 11 DO 0201 0. 390 nw nw 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 11 DO 0. 091 0. 390 0. 026 n_ 0. 00 0. 00 0. 74 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 1.41 1469 1469 1081 2072 225 225 165 317 F F 20P- 19t 0.0.50 0. 989 1. 41_ 606 0. 7_1_ 0. 00 13 0 13 0 18 0 9 0 0 0 0 22A- tpl 0 0 0 0 0 6 c) AED excursion 0 59 Envelope loss/gain 6080 8873 1292 2049 12 a) Infiltration b) _ Room ventilation 2968 0 940 0 694 0 220 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 9048 10413 1986 2269 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47% 651 0 0 0 9048 4296 0 0 0 10413 6761 47% 65% 0 0 0 1986 943 0 0 0 2269 1473 Total room load Air required (cfm) 13344 840 1 17174 840 2929 184 3742 183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f} wrigf tsoTt- 2018-Aug-24 14 23 55 AZZ .-.••.•....... Right -Suite® Universal 2018 18 0 27 RSU24009 Page 9 AnaslasialGRW\ Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House laces- W wrightsoft Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW DEL -AIR COM Job: Lot49ThomebrookeAnastas... Date: 7113/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh2 90 It 9.0 It heat/cool 90 x 60 it 54 0 it' b(h 3 11 5 it 9.0 It heat/cool 11 5 x 60 it 69.0 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM BtuIVftq Area (Ilq or perimeter (it) Load Btuh) Area (ftq or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 104 0 104 0 0 267 0 0 243 0 0 12C-Osw 2A-2ov 2A-2ov 13A-20cs 2A-2ov 2A-2ov 2A-2ov 12C-Osw 2A-2ov 2B-2fv 0.091 0.340 0.340 0.201 0.340 0.340 0.340 0.091 0.340 0.340 n n n_ in n n n a a a 2.58 9.62 962 000 0.00 0.00 0 00 2.58 9.62 9.62 2.34 10.58 10.58 0.00 0.00 0.00 0.00 81 6 0 75 0 193 58 176 63 0 0 0 0 0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GG 13A-2ocs 2A-2omd 2A-2ov 0.201 0 580 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/___ LG y! -- t--G 12C-Osw 2A-2ov 0.091 0.340 s s s s 2.58 9.62 0.00 0.00 2.58 2.34 10.77 0 00 0.00 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 13A-2ocs 2A-2ov 0 201 0.340 0 0 0 0-0-0- 0 0 0 o 0 0 0 0 0 0 t--G- 12C-Osw 0.091 0.340 w w962 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 0201 w 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016A-30ad 0.032 w OAO y/ D 13A-2ocs 11 DO 0.201 0.390 nw nw 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 141 54 54 40 76 69 69 51 97 F 2OP-19t 0.050 0.74 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Id 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 42 46 Envelope loss/gain 291 273 317 293 12 a) Infiltration b) Room ventilation _ 158 0 50 0 202 0 64 0 13 Internal gains: Occupants @ 230 Appiiances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 449 323 519 357 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1479% 1 659/6 0 0 0 449 1 213 0 0 0 323 210 47% 1 65% 0 0 0 519 1 247 0 0 0 357 1 232 Total room load Au required (cfm) 662 42 534 26 766 48 590 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i wrigF.ts I*- 2018-Aug-24 14 23 55 c """........Right-SudeO Universal 2018 18 027 RSU24009 Page 10 AnastasialGRW\Lol49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W wrightsoft• Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM Job: Lot49ThornebrookeAnastas... Date: 7113/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28 0 it 90 it heat/cool 14.0 x 14.0 it 196.0 It? rm 3 wic 7.0 it 9.0 It heat/cool 9.5 x 5.0 it 47.5 ftz Ty Construction number U-value Btuh/ftz°F) Or HTM BIUh/I12) Area (fig or perimeter (it) Load Btuh) Area (Itg or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 1058 126 0 15 111 0 0 286 0 144 260 0 159 18 0 0 18 0 0 46 0 0 42 0 0 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 0.091 0.340 0.340 0.201 0.580 0.340 n n n n a a e_ a a a 0.00 0.00 0.00 0.00 2.58 9.62 9 62 0.00 0.00 0.00 2.58 9.62 000 0.00 0.00 000 2.34 30.36 30.36 000 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B_2Iv 13A-20cs 2A-2omd 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0.091 0.340 s s 234 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 0 W W 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 000 000 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 0.340 w w_ 2.58 9.62 0.00 0.00 126 15 111 286 260 45 0 45 116 105 13A-2ocs 16A-30ad 0201 0.032 w w 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ a 13A-2ocs 11 DO 0.201 0.390 nw nw 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q L-D 12C-Osw 11 DO 0.091 0.390 0.026 n 0.00 0.00 0.74 0.00 0 00 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 196 196 144 276 48 48 35 67 F 2OP-19t 0.050 1_41_ 000 0.71 000 0 0 0 0 11_ 11 16 8 F 22A-tpi 0.989 0 0 0 0 0 0 0 0 6 c) AED excursion 17 30 Envelope loss/gain 1005 1428 213 193 12 a) Infiltration b) Room ventilation 492 0 156 0 123 0 39 0 13 Internal gams. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1497 1583 336 232 14 151 Less external load Less transfer Redistribution Subtotal Duct bads 47% 65% 0 0 0 1497 1 711 0 0 0 1583 1028 471/6 651/6 0 0 0 336 160 0 0 0 232 150 Total room load Au required (cfm) 2207 139 2611 128 496 31 382 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i- wrigFitsoft- 2018-Aug-24 14 23.55 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 11 AnastasialGRWlLot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot49ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 It 9.0 11 heaUcool 13.0 x 11.0 ft 143 0 f lz loft 11 5 ft 90 It heat/cool 11.5 x 11.0 it 1265 112 Ty Construction number U-value BtulVft2-°F) Or HTM Btuh/flz) Area (ftq or perimeter (ft) Load Bluh) Area (ftq or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12C-Osw 2A-2ov A-2ov 0 091 0.340 0.340 n n n 2.58 9.62 9.62 234 10 58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11-G 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 n n n n 0 00 0.00 0.00 0 00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LLGG 12C-Osw 2A-2ov 2B--21v 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.201 0.580 0.340 a a e a a a 2.58 9.62 9.62 0.00 0.00 0.00 2.34 30.36 30.36 0.00 0.00 0.00 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ G_ 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 117 0 117 0 301 0 274 0 104 30 74 26 189 289 172 3.23 VII G 13A-2ocs 0.201 0.340 s 0.00 0.00 2.58 62 0.00 0.00 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I--G. 2A-2ov 12C-Osw 2ov 0.091 0.340 s w vt 99 15 84 216 44 197 0 0 0 0 0 0 W W 13A-2ocs 16A-30ad 0.201 0.032 w 0.00 0.00 0 0 0 0 0 0 0 0 w 0.00 0.00 0 0 0 0 0 0 0 0 y/ t-D 13A-2ocs 11 DO 0 201 0.390 nw nw 0.00 0.00 0 00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C-Osw 11DO 16B-38ad 0.091 0390 0 026 n 0.00 000 074 0.00 0.DO 0 0. 0 0 0 105 0 0 202 0-0-0-6 0 0 0 0 C 141 143 0 143 127 127 93 178 F F 2OP-191 22A-lpl 0.050 0.989 1.41 0.71 1 71 2 1 0 0 0 0 0.00 0.00 0 0 0 0 0 0 0 0 i 6 c) AED excursion 92 52 Envelope loss/gain 769 1221 571 621 12 a) Infiltration b) Room ventilation 421 0 133 0 202 0 64 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1190 1355 773 685 14 15 Less external load Less transfer Redistribution Subtotal Duct o 1 479/6 659/6 0 0 0 1190 565 0 0 0 1355 880 470% 65% 0 0 0 773 367 0 0 0 685 445 Total room load Air required (cfm) 1755 111 2235 109 1140 72 1130 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsolFt- 2018-Aug-24 14 23 55 A ...,._ Right -Suite® Universal 2018 18 0 27 RSU24009 Page 12 AnaslasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax- 407-333-3853 Web WWW DEL -AIR COM Job: Lot49ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 9.0 it heat/cool 20.5 x 14 5 it 297.3 ft2 stairs 35 It 9.0 it heat/cool 1 0 x 311.3 it 311.3 ft2 Ty Construction number U-value Btut1/fl2 °F) Or HTM Bluh/ftg Area (fig or perimeter (it) Load Btuh) Area (Ilq or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 962 9.62 2.34 1058 1058 0 0 D 0 0 0 0 0 0 0 0 0 32 0 0 32 0 00 81 0 74 0 0 11 G L-rG 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0 340 0 340 0.340 n n n n 0 00 0.00 0.00 0.00 000 000 000 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v _ 091 0.340 0.340 a a e_ 2.58 9.62 9.62 2.34 30.36 3036 000 0.00 0.00 131 0 40 91 0 0 233 0 385 0 0 0 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 2A-2omd 2A-2ov 0201 0.580 0.340 a e a 0.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! I---G 12C-Osw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 10.77 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 1 J L--G W W 13A-2ocs 2A-2ov 12C-Osw' 2A2ov 13A-2ocs 16A--30ad 0201 0 340 0.091 0.340 s s 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w tee_ 2.58 M 234 30.36 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 201 0.0321 w w 0.00 0.00 000 0.00 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 yJ 0 13A-2ocs 11 DO 0201 0 390 nw nw 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 11 DO 0.091 0.390 n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 16B-38ad 2d15--19t 0.026 0.050 T 074 1.41 1.41 0.71 297 0 297 0 219 419 311 311 0 229 0 439 0000 F 22A-tpl 0 989 0.00 pop 0 0 0 0 00 0 0 6 c) AED excursion 64 61 Envelope loss/gain 1312 2342 310 452 12 a) Infiltration b) Room ventilation 615 0 195 0 61 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 1926 3137 372 471 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47/. 65/ 0 0 0 1926 915 0 0 0 3137 2037 471/6 65% 0 0 0 372 176 0 0 0 471 306 Total room load Air required (cfm) 2841 179 5174 253 548 34 777 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigiF tsof[- 2018-Aug-24 14 23 55 Ar_c """" "" - '^'^ Right-Suile® Universal 2018 18 0 27 RSU24009 Page 13 AnastasialGRW\Lo149ThornebrookeAnastasiaGRW rup Calc = MJ8 House faces W Duct System Summary Job: Lot49ThornebrookeAna... wrightsoft' Date: 7/13/18 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.151 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.151 in/100ft 840 cfm 159 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm C 1374 57 61 0.201 6.0 Ox 0 VIFx 27.1 92.0 st1 family rm h 4971 210 188 0.187 9.0 Ox 0 VIFx 36.2 92.0 st1 kitchen C 3496 141 156 0.218 8.0 Ox0 VIFx 18.0 92.0 SO mstr loth h 1395 59 30 0.163 5.0 Ox 0 VIFx 40.3 107.0 st3 mslr rm C 6198 221 277 0.151 8.0 Ox 0 VIFx 52.0 107.0 st3 mstr we c 6 0 0 0.166 4.0 Ox 0 VIFx 37.5 107.0 st3 mstr wic C 6 0 0 0.162 4.0 Ox 0 VIFx 41.1 107.0 st3 pantry c 6 0 0 0.215 4.0 Ox 0 VIFx 19.6 92.0 SO pwdr h 1419 60 32 0.204 5.0 Ox 0 VIFx 25.5 92.0 SO study h 1399 59 40 0.168 6.0 Ox 0 VIFx 36.2 107.0 st3 utll C 1202 34 54 0.204 5.0 Ox 0 VIFx 25.5 92.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 339 348 0.151 638 10.0 0 x 0 VinlFlx SO SO Peak AVF 840 840 0.151 602 16.0 0 x 0 VinlFlx t -Fp- wrightsoft" 2018-Aug-24 14 23 57 At + .,.,,. - ,,....__"..w.., Right -Suite® Universal 2018 18 0 27 RSU24009 Page 1 AnastasialGRW\Lot49ThornebrookeAnastasiaGRW rup Calc = MJ8 House laces W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Aug-24 14 23 57 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 2 tCCK AnaslasialGRW\Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W wrightsoftx Duct System Summary ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Job: Lot49ThomebrookeAna... Date: 7/13/18 By: JA Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bt h 3 h 766 48 29 0.311 4.0 Ox 0 V I Fx 7.1 70.0 bth2 h 662 42 26 0.318 4.0 Ox 0 VIFx 5.5 70.0 loft h 1140 72 55 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2587 89 127 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2587 89 127 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2929 184 183 0.270 7.0 Ox 0 V I Fx 18.8 70.0 rm 3 h 1755 111 109 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 496 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2207 139 128 0.281 7.0 Ox 0 V I Fx 15.5 70.0 stairs c 777 34 38 0.306 6.0 Ox 0 VIFx 8.6 70.0 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 183 0.202 483 9.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx t wrightsoft' 2018-Aug-24 14 23 57 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 3 AnastaslalGRW\Lot49ThornebrookeAnaslasiaGRW rup Calc = MJ8 House faces W TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # le• Hr !r sr WINDOW CALLOm L' ^ CW V11IW DW vW osw wnw nw un• V7 4614 W !1 IN I1 W 3459S!J 60-4 KEW nw HwCu• Ww nM•W uW Ai5D• Gc IVFT MA' WOWU RR Al DO= 60M 5I.F!R0 WALLATO MAT YW FER Z To"m RRl9i lFIE 61.Od AX I` ASM 64R C.169W- G419, OR NIED GLAW lw µ= A/C I 42X42 A/C SL BY BLDR MIN 2' FROM WALL ow CALI. TOPS Tronefer ducts/gr Yles sized In CGrpl1— elth Florida R-ld—U l ulldbq Cade - 141602.4 I.lonc.d R.turn AV, ,xceOilonf 1-3. lullder nust Dr -we uwestrkt.d I Inch wr..ruro rn•ocirn rr A.YRp..aer,W..a.}.apa4 uuw .wnc wn.wun.w.wwnu.rwnn.an ``\ a.m,. i , t •I w'e riwuuu " m.rwro a.+.yiani .M Y y fin .dLr aR.rsoai,nurYu..irr .me. SECTIONaecmrru p Must have nanlnlnu clenrnncround r the I I * LOm-v IRFNAECIKN * I All duct has an r=6 Insulation va(ue. MM ROOr.,RICi D N pN - ru. unn O iu nlieo CV C9 tt1 a _ fl ps- nrna,..• n o In iwurv rSTRLKnRAL ul® uo ar m uowswraro. sw. S NmQ aaa Z 0 yoc) Lu w H Oct D p W Y Q o V) 0 Q o o Z () J J \ aZm= \ I— I . D L Rating Z } N m W • • > Z R• Z 0 W Q _ mo Qis I J O Q coOo IL J Hn c c s iP YEW Nhe N 3—M W 'M W y W n• Iwc w Ine W le.e w .ate w wseos ss i w, I.r. LL w.,re JVXSTMAW WALLATrae AWVMAUf3avlicf1lloavARfTFLOs0YECFC.l1KIE O 1l RDU TOAEO1100.00F PW, CA 6111FR ,MF CLADN1GW, CYQ811 GYO, 4t RQD 1 i tsn 1 sg, 1 14fGIAtl FG/ 11p• I iai O l eeoR l r_ r • I I12x6 ] scd lOx6 lrcd 6• 3 125 IOx6 1 cd 10x6 Irctl 7• 9• I It lexle ulltler rKl rvetl to I provNr s/c duct chose I 6, 9• Se I n M i ir" wi v I 12x12 op 12. 12 rap rw 4y 183 l 12x6 IrCd L 130 1 JIx16BEDROOM - rep 7• 12x6 Irq*Dg"4 I I s' 4 a x4 r M1. riuteae Ind O O wore Transfer ducts/grilles sized In Wxi Conpllome rlth Florida Residential 20 TON V/5KV @240V IPM ulltling Code - M1602.4 Balanced 18x10 pIen platformby tO-e3' bath duct Return Nr, e.ceptlons 1-3. )under ustprovideurnstrlt:trd 1 Inch nuntlerCutbidetE1 roof cap sCnle-1/8•=1'0' p On doors to habltoWe roans. W/ fan Nutone 696RNB Must have a minimum clearonce of 4 Inches oround the air handler per the Stote Energy code. All duct has on r=6 Insulation volue. N \ p b'lcn 6 E el Sj u otiv.wsriaxam 3 S Nm Q aQ a Z i 0— OD cc) ,D Lu tD \ suewrere, er....I -D s eoi µra ow mun z 0 0 LJ Y Q O d- Q' Q Pa o z o U J V) 0- r Q o L F- Q v F— JD Li - Rating Z o2 m w > Z 4JZoiLi3Q F- m F- Q O J O O Q m CI] IL J 0 0 0 3' VjfA5TE57ACKFWM 2NB FEQafi '`" TMMINA-n rie To THE ZSE FLOOR AAV MEURER 14 J. daso= TAYLOR MORRISON HOMES THORNBROOKE S.F. - - - - V HOUSE TYPE: ANASTASIA LOT 49 1ST FLOOR --_ - -_ T- TAYLOR MORRISON HOMES HURNBROOKE S.F. HOUSE TYPE: ANASTASIA LOT 49 2ND FLOOR51 a-AT)i 2 If A4 BA:M 3 DESCRIPTION AS FURNISHED: Lot 49, THORNBROOKE PHASE 1, as recorded in Plat Book 79, Poges 3 triru 7, Public Records of Seminole County, Florida. I PLOT FLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 48 CITY OF Sk WHITE CEDAR MOP 0' R/W) / BB') S 00009'03" E I SEP 2 0/ A4it 40.00' G 10' LANDSCAPE, WALL, Lip do FENCE ESMT. 19.80r — — — — — 19.80' ryk 3.0'x3 D' AC (2-TYP.) 5.00' 15.7' 14.3' i'COVERED 1 of PATIO OI 6 I 5.00' 33 70' PC) 5.00, 1 N! A•f•..._ _ _ _ ICE ,•" Ok to construct single family homewithsetbacksandimpeniiousarea 5.00' shown on plan. 4,74,vAa c4 5.00 -- - f LOT 49 n 04 PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT LO Q O . LOT 50 i0 00 5.0' 2 ENTRY 6. 7' o Y of 3 21.3' 5, 00' 76' DRIVE 25.20 25, 20' 10' UTIL, ESMT 5' CONC WALK CUR1J ON LOT ARIA CALCULATIONS: S 00-09 03" EJ LOT 4,800 LIVING _ 7,467 SQ.Fl. SOF1. DRAIN INLET AS 40. 0 0' GARAGE a 455 so.rr SCALED FROMENTRY 71 SO F7. DRAINAGE PLANS LANAI - 139 SO. Fr BREEZEWAY = N/A So Fr. 13IG SPRING TERRACE DRIVEWAY = 403 so Fr 50' R/W) TRACT G AICPAD = 18 SO.FI. WALWALKWAY = 70 S0. Fr, PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS 0` = PROPOSED DRAINAGE FLOW I.IT GRADING TYPE /{ T42UPOSED F.F PER PLANS = 26.3' } PROPOSED GRADE PER CONSTRUCTION PLAN + BUILDING SETBACKS: FRONT 25' REAR a 15' SIDE 5.0' SIDE CORNER = 10' IMPERVIOUS - 54.6 2.623 SO. Fl SOD 2 177_ fff—AR&A CALCQtAT/6NS; R/W 440 SO 1 1 APRON 110 SO F r. PLOT PLAN ONLY" . SIDEWALK 200 50.FI NOT A SURVEY) 1:so so Fr. TOI PROPOSED INFORMATION SHOWN AREA 5,240 SO.F,. BASED ON SUPPLIED PLAN DRIVEWAY 51,1 so F 1. AND/OR INSTRUCTIONS PER SIDEWALK 270 SO F I. CLIENT NOT FIELD VERIFIED SOD 2.30E 5Q.i'! T1?USL'NMF.YFR-SHCOTT & ASSOC, INC. - LAND MJ U.RVJ,, .)-OR,Sy' Li;LNU - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 3280E (407)-2.7E--3232 FAX (407)--6'i8-- 14 3fi PLAI P.O.L. POINT (IN LINE NOTES: u• FIELDIRnN PIPE TYP. PRC TYPICALPDINTDF REVERSE CURVATURC 1 THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY Ir• IRnN ROD P.C.C. DINT DF COWOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAID SURVEYORS IN CHAPTER SJ-17 OF THE FLORIDA ADMINISTRATIVE CODE cM F, CDIICRE TE I IIUNEI17 TAD. MR. RADIAL NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SELL. THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY tvKIA 1/ 2, IR .YBL1 1516 RL(: UVCRED VP. VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PDD POINT OF BEGINNING CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. ' P II(. POOR OF COMMENCEMENT P.RAA F-F PERMANENT REFERENCE MONUMENT FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS WIVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Nr. 0 C' LNTLMLINE NAIL t DISK B.S.L. BUILDING SETBACK LINE 5. THIS SURVEY IS PPEPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY 07HLH LNTR/. P,. RD11T-OF-wAY B.M. BENCHMARK 6. DIMENSIONS SHOWN FUR.THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES 1- SM1. EASEMENT LB. BASE BEARING 7, DEARINOS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE DEARING (B.BJ DR,' IN unlDRAINAGE UTILITYB. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1029, UNLESS OTHERWISE NOTED. cn.rc. CHAIN LINK FENCE 9. CERTIFICATE OF AU'THCARIZATION'No 4596. vJ Fc. c.D VDOD FENCE cuK:PETE DLUCr SCALE — 1- - 20' DRAWN BY: CURVATURE PONT i• , P[IIN@ TANGENCY CERTIFED BY: r 1F _.- OER ULSL'NIPTIUN R CIUS AR ARC lUlGIllPLOTPLAN 08-20-18 5482-18 D - DL TA CHORD CHORD - C1) L h • BEARING '- NORTHTHISBUILDING/PROPERTY DOES NOT LIE WITHIN --- 7--- 1 HE LSTAHLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM Y. GRUSEN'4EYER: R.L.S. j 4714 ONE -X' MAP If 12177C 0055 F JAMES W SCOTT, R.L.S 4807 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011/FBC 107 SANFO STRADAN877-906-1-1113113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL. ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 1 15572 Includes Heat Pump and Heat Strips on together @100% Square feet Irving area I 26a5 3 volUam s 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool t 0 misc misc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD F 35 3 44 V A / 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I I NEC TON 2 2 5 3 3.5 4 5 10 KW SETUP OTY 4032 5040 5280 6168 6888 8160 KW 10000 10000 10000 8000 8000 10000 6500 0 6500 0 6500 0 5200 0 5200 0 6500 0 0 TON 1 5 2 25 3 3.5 4 5 5 KW SETUP CITY KW 2990 5000 3250 0 4032 5000 3250 7282 5040 5000 3250 8290 5280 5000 3250 0 6168 5000 3250 0 6888 5000 3250 0 8160 5000 3250 0 15572 1 1 tPOOL'PREWIRES 1QTY AMPS 301 2401 0 601 2401 0 100 240 0 0 Note This Load Calc is base on the information provided by the builder The recommended service size will be installed leaving sufficient usage for future homeowner. r a Co I' r•t O a) 1 CA t N 1 n 0 n 0 I Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form gUIL0,1, 1 8 - 3 7 2 1 Project Location Address: SAAWO&D O RTVi Terrace As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double -Hun - Fixed MI Windows Frame Fixed Glass FL18644. Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certain -reed Shingles FL5444-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-Rl Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-116 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Precast FL1774-R5 Insulation Forms Quality Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 15-5, 14'-4" NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGE WILL, NOT BE. ACCEPTED. WITHOUT PRIOR WRITTEN- APPROVAL. BY OUR .SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 ni li --- I LJraE 1 Eli_-_-_ nn it 11 11 11 II II III 11 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND PLUMB RECORD COPY TILE ROOF 6 HEEL4•-3/1 10 12 - TRUSS HE1D BAO(,j[4' FOR PLYMOOD. m lain G, S'4NFpR,) 0, QgRTTnE` 1 8- 3 7201 3/4- SUBFLOOR WALL HT. BASED ON 9'-4- A.F.F. REFER TO B PACK FOR rMNFCT(NJ_ TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING ATTENTION! sun yr soc > 1MorW"i' p HANGER CHAR- . --. REFER TO BCSI -Bl Yuri wet Y set this, Y o.ne rhea d A = HUS 26 (S I MPSON) Truss Y n erple, yar aas e.y rot .to. J L = THAC 426 < S IMPSON) t a.K er.w :rts ° "i` ~y' Total Truss Ouantlty = 190. General Notes 1) M A'W d d InM. M V- •W M V". Yn V. by d-d Afi* p-W r— t. Y W'" ten ile q. 2) M h•,!•s b b C " MISM W. 2) M w W ckq 1. 248 0.0 wim MM 4) .7MTry rW d"kwA.W* N b. X-N,• ou,.,rbaEen Aoy IV OG — tY yq b b. AW • e m•i—.1 20' Mbe•, I silo tbay,•t •• sYecYse. Its- Ww b Ic" 1. •! e — Yq MAL ROOF LOADING SCHEDULE TCDL - 17 PSF BCD = io PSF TOTAL 47 PSF DURATION = 1.25 % WIND SPD/TYPE 150 MPH ENCLOSED BLDG EXPOSURE - C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 T— member desp S co-1. pines dm wd f« ASCE 7-10 d muumuu forces 6om both coniponmta and claddu g. M M s h force ress ss . M r---I.,a bdaumm dd een reJ 1, orA1 ION psf mn r bosom chord hoe lo. d FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL - 55 PSF ALL REACTIONS OVER 5000/ AND UPLU"rS OVER ARE SHOWN ON ENGI1000 NG. WALL KEY 09'- 4- 20'- 3/40 LOAD DESCPoPIION Mr. DATE N e VNN M IbG/0 AA , lV v.• "• U.0 w mr ssa msire ,sw w r a corn r sr.¢ro s.sc mn•, LOAD/ DESCWPNON MT. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 4 N. W. WINTER HAVEN FLORIDA 33890 PIOE-( Boo) 959-8806 FAX, <. 1 294-2488 BUILDER TAYL.OR MORRWN PROJECT THORNHROOK MODEL 2582 INCL/MED A/7RAD CCA PROJ/MODEL/ALT 9AE/ 9A7/25636/258YA/2581'A ALT DESC OTC : LOT : 49 BLOCK: DESIGNER PAGE JJP 1-.- DATE121610.- uN/ 333522R Sl 4 "=1' Tft 11/16/M 9:52 AM ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: Lot: 49 Block: Address: JobNumber: N333522 Revision Date: Unit: New Load #: RB01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 IT T TNIs OwG PREPARED FROM CONFUTER IMMUT (LOADS a DIMENSIONS) SUIMITTED lE TRUSS MFR EAKJO) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSi-TPI 1-2002 but I 1s a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimlze wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked Into place more than 34 inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or V share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and I girder trusses that have more than 'A Inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MIMINMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes 2X6 STRONGBACK only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shell In no way Interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. N.T.S -Not To Scale) 6tsbogeac6p®etiidsDet6S6I8--65Se0REPi1 E IR) Design Crit: TPI.2002(STD)/FBC PLT TYP, Wave C RT-1.00 1.25 10 0 7.31.II q Y:l FL 1 E AAar a.••nu wuiis ":xi:xin`, iin .;:fix,.„ar, 1.x...,...nn. I,' i.r<T'x: A`o' 1:r.").A,I[ ''r[ Nxu' 0 TC LL PSF REF ROB] 48351 DATE 07 28 09 iiinir: .II'. I'14 ::xi.`"Tr :` .Ai:i xs.n ae ur[e,ro°ra xru ax.0 x,r['r.oruv".rnexu nAunuauiun, ..oiina xo1o'ax,u [ gQ. 0 yN TC DL PSF Bc ORW Hcusnoel 09209396 A 1n 111T ATTAL NER 11010 DEISM. 0tisP;4 DL PSF ALPINE IMF TR TAMT••ru.[ax wr ar Tx la on Ian n ixE Ix{TrILA nM [r xra.Knly rn ECw. Ixc, aw a.waa[r.[." °..I:n.•xi»ic".`i.AN, A.,rex"r[xlrx a+ No. 522 9 BC LL PSF HC-LNG DR/DR ii 1j. Tliiiw Amic:,(i rin un.a o .oa IrA SAN ,un. trec, n ::,::)':A: ay. mr,a =11 ru ww n unan u, i .xr ..0 cu,c .an TL:x.an ,u. aT[[c ..ru nun a Tx,e ou ux, ro mrx .n ouvl us uo.•E I * I * off., STATE OF 1 TOT . LD PSF AR36 17W Mu;Pdb C nenb Onu Inc. Dempo , 11:[ a 111. o ,.a. nu rrxnvu[ [oc,rca r I caru. 11 n .ornsux,i a. a . c:1'"T'uT. w[[ r r r«a T, n.c x n A„K.icriox ar r:.:u rnu.o ar I+S rx,u a ru.Inxn n Till aria ace. s, ,u„ ea,o xr 4 "TIC I COMVxI.T o, .`'( oglo i ia' DUR . FAC . FROM x. LC(X- 33n4+ aI IN 1N fY rt.nuT+ usl V x1. Ir1 MT aY ILal xa uETll[°laarrxaw L_ a!"ME T,,," 1 10Ap4 6 FL con a0 Z76 Jul SPACING JREF- 1TTOO81_Z18 0 HU/HUC/HSUR/L Hangers I IU•1 IUC I,,g,ra ri9y te, rstalkx: ui a loos[;^ry;de,,i tc; v.•ell desc:'iLe i tell". A.,:,;tiut lh;, H. hai x3rrs vi h ene flanya oresAed Tay .ne i •,staflerf s;m Iart,.. HU and HUG p oducls are heavy -duly face -mot nl to-sL hangers made from 14-gauge galvanized steel. The HUG is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension s 23,a' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2s/,•' at 100% of the table load. Sp xy as rn 'X verso^ air, sac `r tnae _o c,rk:=,al. For ary H.. cr 1-07 c,",,vn in this catalog, •he USF' T y ts' :rle ell •ace r•z. U vot t ' ?' der, ° " sc L-ws 1',drorl f Nz 2.1;i'IH).=cllo:v all nslaNalicn rstn!a ^rs a r i F the to=,^r. nor.'hi; na'ck,n.. Material: 14 gauge Finish: Galvanized; ZMW and stainless steel available Installation: Attach .ha—rger.; c cork: —.a a' ;FGM., w3hs -s ne I ex -I e,i(1 1 L,n' 2 `':I, vvs. I -;r) z cii '•N3 for 6l` (.ftrLI iy:° A 2'••" — Ma::a 1 N2 252 !-td t-- %'?'i; a :r, t %•' r 1 ' - V xJol TfV213'f i) ore ,ot ao:-oea wd- the hi-gera. DA the ?,c"-diameter hole to the specified embedment depth plus 1,4'. A terratnrety, dnl the'/ia"-diameter hole to the specified embedment depth and blow it clean using compressed air. Caution Oversized -diameter holes in the base material will reduce or elminate the mechanical interlock of the threads with the base material and will reduce the anchor's load Gapauty. t i'-, fr->Inlaau-, 10J K,t; cre i!vah'He. -Fe: educe a er 11 ::arc t ex -he a d n.er bit M-del , T\'0' -RG 3 Zvi,' x 4',4 ` J A o l s -, so &,; iilA , krAvdicl Ml;o- 84" A A minimum end and edge distance of 1 Yz' is required. Options: For s,e*ed ^ange,; i,% 7 5'1- 0- tar. e Upl r: 10,aJ. If ws" m it. q'.:a[•a 'han ; t'^n uro Kc,; o' „h,ka noon,;[(; Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON strougTie N O r-r U illCC O RUC 44) O O U) C lDUF1 279 Yr t Ia 280 HU/HUC/HSUR/L Hangers (cont.) a These products are available with additional corrosion protection. Fo• more information, see p.18. a SIMPSON StrogTii Model No. Fasteners Allowable Loads (DF/SP) CadeGFCMUConcrete Standard Concealed GFCMU Tien' 2 Concrete Titen• 2 j ,foist Uplift 160) Down 100/125) Uplift 160) Down 100/125) net. HU26 HU26X 4) %." x 1?: 4) %." x 1 7 2) 1Od x I'h" 335 1,000 335 1,545 HU28 HU28X 6) :+" x I',ti 6) %•" x 1 ". 4) 10d x 1 IV b 1,500 760 2 400 HU210 HU210X 8) 8) •7" x 1 4) 1Do x 11h" 5 5 t 2,000 760 2,415 HU46 (Mn) HUC46 8) '•:` x f W 8) ' x 1 i." 4) 10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12)1. x I;'. 12) ' ' r : I (6)10d common 1,135 3,O00 1,135 3 950 HU26-2 (Alm.) HUC26-2 8) ::" x 1 y: 8) •: x 11, 4)10d common 760 2,000 760 3200 HU26-2 (Max.) HUC26-2 12).': x 'Ai 12) Yi' r ' 1; 6)10d common 1,135 3,O120 1 135 3 950 HU48 (Mn.) HUC48 10) x 1;': 10) W x I.1S 4) 10d common 760 2,SG0 160 3,725 HU48 (Max.) HUC48 14)4* x 14 14)': • l;1" 6)10d common 1,135 3,500 1,135 4,920 HU28-2 (Min.) HUC28-2 10) - x 1 V, 10)'-+'' 14., 4)10d common 760 2,5120 760 3,725 HU28-2 (Max.) HUC28-2 14) !l x ' 1, 14) >!' r !,'• 6)10d common 1,135 3,500 1,135 4,920 I HU410 (Min.) HUC410 14) I' : i111," 14) ' i" + 14',- 6)10d common I'M 3,500 1 135 4,920 HU410 (Max.) HUC410 18) %f. 13 18) ",'1 !;,. 1 (10) 10d eemmon 1,800 4,500 1,800 4,920 7HJ210-2 (Min.) HUC210-2 14) A" x 'A',, 14) "i' r "•. 6)10d common 1,135 3,500 11135 4 920 HU210-2 (Max.) HUC210-2 18) -'C x 1'., 18) :': r ' 1; 10) iOd common 1 800 4,5CO 1,830 5 085 HU28X Skew 45' Not ava table) 6) A" x 1?': 6) i"" x 1-N' 4)10d x 1 h' 670 1,500 670 2,400 HSULIR26-2 HSUL/RC26-2 12) /i r ' 1T 12) ='i x 111 4) 16d x 21,- 900 3,0G0 900 3,135 1-11124-2 HUC24-2 4) ;.' x 2 . 4) '." x 1--,4 2)10d common 380 1.000 380 1,545 HU212 HI1212X 10) ::" x 23' 10) ir 11lli- 6)10d x 1 V 1,135 2,500 1,135 2,665 HU214 11(') ; 12)'A" 12) .:' +' V. 6)10d x 11h` 1,135 2,665 1 135 2 665 HU26-2 (M,n.1 HUC26-2 (F.lm.) 8) Z" x 2? ` 8) '%: x 1 r'.' 4)10d common 760 2,000 160 3200 HU26-2 (Max.) HUC26-2 (FAax.) 12) ;6" x 21'+' 12) ':." r 1.14 6) 10d common 1.135 3,O00 1,135 3 950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) •i" x 2 ;'. 8) •:" x 1, j (4) 10d common 760 l 2,OCO 760 3,200 I HU26-3 (Max.) HUC26-3 (Max.) 121 Y! x 21 12) :'i' x ' .; i (6) 10d common 1,135 3,OCo 1 135 3 950 HU28.2 (Min.) HUC28-2 (Alm.) 10) :Y x 24 10) :i• x 4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 (Max.) 14) :' x 211, 14) 'i' r 19i' 6)10d common 1,135 3,500 1.135 4.920 lIU210-2 (Min) 11UG210-2 (Min.) 14)',16" r 21, 1.1) A' x';i I (6) 10d common 1,135 I 3,500 1 135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18) Y" x 21",t 18)'.i' x';i i (10) 10d common 1.800 4,5C0 1,800 5,085 HU210-3 (Mn.) HUC210-3 (Min.) 14)',V' s 21'i 14) ";' z ' 1i 6)10d common 1,135 3,500 1,135 4,920 HU210-3 (Max.) HUG210-3 (Max.) 18)',i x 244 18) '." x 1 *S I ' (10)10d common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16)',,' x 2 16) ;'+" x 1,li j (6) 10d common 1.135 4,000 1 135 4.920 HU212-2 (Max.) HUC212-2 (Max.) 22)'a r 21t'." 22)'6 r V?:` 10)10d common 1,350 5,085 1,350 5 085 HU212-3 (Min.) HUC212-3 (Min.) 16) l'I x 2y,- 16) 1T x t;i I (6)10d common 1,135 4,000 7,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22)'/i r 2Y." 22)' S , 11•: I (10) 10d eemmon 1,800 5.085 1,800 5,085 HU214-2 (Mr.) HUC214-2 (Min.) 181 ;Y x 2Al 18) ' x'-y; 8)10d common 1.515 4,500 1,515 5,085 HU214-2 (Max.) HUG214-2 (Max.) 24)',V x 21- 24)'A" x i -.- I (12) 10d common 2,015 5,085 2,015 5,085 1JU214-3 (Min.) HUC214-3 (Min.) 18) "i' x 2;': 181 ? x 14, 8) 10d common 1,515 4,500 1 515 5,085 HU214-3 (Max.) HUC214-3 (Max.) 24)'.: Y. 2•l,- 2 4) ' r i 3, F (12) 10d eemmon 2,015 5,085 2015 5 085 HU216 IL2'6r. 18)x 21t, 18)';" x ), 8) 10d x 1'h" 1,515 2,920 1 515 2,920 HU216-2 (Min.) TIUC216-2 (Min.) 201 ,a r 2t. 201 V'+- r 1 x2' 8)10d common 1.515 4,920 1,515 4,920 HU216-2 (Max) IIUC216-2 (Max.) 26) ''+ • i t%" 26) '-: + 1 V 12) 10d common 2 015 5,085 2015 5 085 HU216-3 (M n.) HUC216-3 (Min.) 201); r i V- 2016 : 1 ":' 8) 10d common 1,515 4,920 1,515 4 920 HU216-3 (Max,) IIUC216-3 (Max.) 261 " _ r 232" 261 ' r 1 ";" 12) 10d common 2,015 5,085 2015 5 085 1. Up1il: bads have been Increased for earthquake or w nd duration wrtn no further increaser, allowed, i •r: -^_ Pc loads go•crr. 2. M,mm,,m "c = 2,500 psi and min mum Pm = 1,500 psi. 3. W1xxi only one flarxle is (:onuealed specily right or left corx;edled Ildr•gd. 4. Models with 'X' are no: stock items. r Iz..; s sit '1.x• r, lz:.: -, j:', lh,: 1 Cz.f a cr rwvn e e •; z.>t»_,z:; 'z.:k':.fhz:: Fasteners: -'-d a;^ IT -'I = 0.1 o" d.;. ;4 3'-' big, -6.J x 21W _ ."E: ` o,,L x ? brg,1 a, -'Mfl-;;r = ..' 40' U a. x lar x1', ' -144W ...x' k.r.,T-N2-2 ,34-'- -r1?: 1\,c' 234H-,."x_ 'Tt 2-,-34--T:z,., x i4 rJ 1-. =T c. ,. . 2 1, :1'., t.e, Ua e J ..* f-4 L,bl- E -4d•:..,_,... ,. _ .- ,-, , d Y, Tm i or. UPDATED 04/17/17 tr, HU/HUC/HSUR/L Hangers (cont.) These products are available :vnh ade•tional co-rosion protection. For more ntormaton, see p. 18. SIMPSON Strog-Tie Model No. Fasteners Allowable Loads (OF/SP) CadeGFCMUConcrete Standard ConcealedTiten' 0FCMU 2 Concrete Titan" 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ref. HU44 HUC44 4) Y<" x 2 is I 4) ' _'' : " i'. 2) 10d common 380 1,000 380 1,545 HU46 (Min.) HUC46 (Mn.) I 81 w" x 2?:- 8i AV. x 1 "+: 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 (Max.) 12) -'•' x 2?: 12) -'," x ?; 6)10d common 1,135 3,000 1,135 3,950 HU48 (Mn.) HUC48 (Mn.) 10) Yf' , , dS' IQ YP + ' •'.; 4) 10d corcmcn 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) .' • 2i;- 14) :" . ' b7 6)10d common 1,135 3,500 1,135 4,920 HU410 ;Min.) HUC410 (Min 14) ;.' x 2 +" 14) :. x 1; 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) ' 18) 18) ".' • 1 10)10d common 1.800 4.500 1,800 4,920 HU412 (M,n.) HUC412 (Min.) 16) .:" : 2;, 16) :%." <",; 6)10d common 1,135 4,000 1,135 4,920 i lIU412 (Max.) HUC412 (Max.) 22) ;, x 2-'' 22) "+" x 1 10) 10d common 1 800 5,085 1,800 5,085 HU414 (Min.) HUC414 (Min.) 18) Yi' • 2'4' I 18) :6" • 1:' 8) 10d common 1,515 4.500 1,515 5.085 j HU414 (Max.) HUC414 (Max.) 24) -.:" . 2"i I (24) ;1 .` 12) 10d common 2,015 5,085 2.015 5,085 HU416 ;Min.) HUC416 (Min.) 20)'•'+'• x 2,-, - 20) -A x 1+ " 8) 10d common 1,515 4,920 1.515 4,920 HU416 (Max.) HUC416 (Max.) 26) :; x Z;1 26) •:' x 17:' 112)10d common 2,015 5,085 2,015 5,085 HU66 (Mn.) HUC66 (Min,) 8) !4" . 214 I (8) ;':" , 1 i 4)16d common 900 2,000 900 3,200 I HU66 (Max.) HUC66 (Max.) it2) :'.. I".' I (12)1 " ' 4' I (6)16d common 1,345 3,000 1,345 3,950 HU68 (Mn.) HUC68 (Mtr.) 10) '•" : _ . 10) i=` • " 4' 41 16d common 900 2,500 900 3.725 HU68 (Max.) HUC68 (Max.) 14) 's' x 2 ,_" 14) :_" xT 6)16d common 1 345 3,500 1,345 4,920 j HU610 (Min.) HUC610 (Min.) I (14) Y • 2'Y',' 14) !'.' + t W 6)16d common 1,345 3,500 1,345 4,920 HU610 ( Max.) HUC610 (Max.) 18j :;" x 2° 16) ; 1?i" 8)16d common ` 1,795 4,500 1,795 5,085 HU612 ( Mn.) HUC612 (Mm.! 16l x 244 I (16) ": x - 4V 6) 16d common 1'345 4,000 1,345 4.920 H01312 ( Max.) HLIC612 (Max.) 2 2) ,' < i'.' 22) , ' x 1 :'," 8)16d common 1,795 4,920 1,795 4,926 170 HU614 ( Min.) HUC614 (Mm.) 18)'• ' x 2=+' 18) 8) 16d common 1.795 4.500 1.795 5.085 HU614 ( Max.) HUC614IMax.) 24))1 x , z: I (24) 12) 16d common 2,015 5,085 2,015 5,085 HU616 ( Mn.) HUC616 (Min.) 20) :' < 2 ,' 20) :;' x 1,,." 8) 16d common 1,795 4,920 1,795 4,920 HU616 ( Max.) HUC616 (Max.) 26)'T x 2 =' 2 6) +' x I V 12)1Ed common 2,015 5,085 2,015 5,085 HU7 ( Mn.) Not available) 12)16' • 1'.;" I (12)':' • 1 1,W 4)10d x 1 W 543 2,980 760 2,980 HU7 ( Max.) Not available) 16)' : : ". 16)'•%" : i, 8)10d x I W 1085 3,465P1, 445 3, 485 HU9 ( Mn) Not available) 18) 7r' x %Y 18)'• x ` :Y 6)10d x 1'16" 1,135 3,230 3,230 HU9 ( Max.) Not available) 24) %," . ' :,' I (24) :a' • " ";' 10) IOd x Ph" 1,445 3 735 3,735 1 HUII (Min.) Not available) 22) -Y x H:" 22)-%."x 1 ." 6) 10dx 116- 1,135 3,230 3,230 HU11 ( Max.) Not available) 30) :Y x 194" 30) ": x 1 Y-" 10) tOd x 1 W 1,445 3,735 3,735 HU14 ( Min.) Not available) 28) :" a 1 A 28) ':' .1 ,: 8) 10d x 116" 1,515 3,485 3,485 HU14 ( Max.) Not available) 36)'4' r, :;•,' 36)'•, x 1 :" 14) 10d x 1 1,6" 2.015 4,245 2,015 4,245 HU3. 25/10 Not available) 22).; xti'•" 22) ',4' x1,'•" I (10)10dcommon 1,895 5,085 1,895 5,085 HU3. 25/12 Not available) 24) 1,41' x ?," 24)':5' : 1 v4 12)1Cd common 2,015 5,085 2,015 5,085 HU410- 2(Mn.) HUC410-2(Min.) 14):5';'^;' I (14)':'x`» 6)16dcommon 1,345 3,500 1,345 4,920 HU410- 2 (Max.) HUC410-2 (Max.) I (18) :;' +' : 18) 7i' +' 4` 8)16d common 1,795 4,500 1,795 5.085 HU412- 2 (Min.) HUC412-2 (Min.) 16)'=' x' :" 16) '•-" x 11'.• 6)16d common • 1 345 4,000 1,345 4,920 5U412- 2 (Max,) HUC412-2 (Max.) I (22)'•i x i A4 I (22) -4- x 1 V- 10) 16d common 11,800 4,920 1,800 4,920 HU414- 2 (Mn.) FIUC414-2 (Min.) I (20) ;" x 1 .•' 20) :;' < 1 :'" 8) 1Cd common 1,795 4,920 1,795 4,920 i HU414-2 (Max.) HUC414-2 (Max.) 26)'•7 x 1=•:' 261-,Y' x I?;' 12) 16d common 2,015 5.085 2,015 5,085 1. Uplift bads have been ncreasee fcr earthquake or wind duralpn with no further increase is allowed, r,-di 2. Mnimcm Pc = 2 500 psi and minimum fm = 1,530 psi. 3. When only one forge is concealee specify r;ght or left concealer flange. 4. Models with'X" are not stock items. F •, dcr ., a'I t c u•at:,I 2d _ -cF . ,:_t T ,c:n" ,c:rc v-3 :rc r .vLstY c', Fasteners: G, •.)n = 7. I ` d = ' I :'x; [n-1 x : - .1 ^2' oa, +c 2'.'I 4-ng, n 18' jri, < 3' t•P••1, x I; u, 4- ;.u, x 1;i- Icra Y'f.-2- 134 < 1:. rar, 2 1"l_%%-2b2+ I - < <2i- to i 2, '1 P.2:: 3•-11 - T tin _ c 1-•_` r..` 425_ 'H=-te,. '> _•'' v Lo-,_ [,%tc .IAt:•11:,Lads. Sc;., .2.-2; :;o••.n.,l_.r_r,rc: ,e1r:ri4:r. UPDATED 04117117 281 It LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers 0t-Ento6I This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower j installed cost, or a combination of these features. AN hangers in this series have double shear na-1 ng — an innovation that distributes the bad through two points on each foist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common na Is for the same connect on. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGUQ hangers provide sim-lar capacities as HGl1S douhle-shear harigers, but they use Simpson Strong -Ties Strong-Drrve SDS Heavv-Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX' coating -C_ Q a. larle r HDG: see Corrosion Information, pp.15-18. Installation: Use all specrtcxi fasteners, see General Notes. Nails must be driven at an angle through the lost or truss into the header to achieve the table bads. Simpson Strong Te Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUQ The thickness of tlx: supporting girdix must be equal to or greater than the screw length for applications where the length of the suppled screws exceeds the thickness of the suplx)rting girder, 3' or 41k" screws may be substituted *or the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not desgrx:d for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Code Reference Key Chart A Double - Shear Nailing i Top View i Double -Shear ' Naino Sloe Vew, Do not bend tab 1 "or bC5 t'z forlKs e OH 0 C 0 W B LUS28 6HHUS210-2 Dome Double -Shear j Na Irg Si. View jjAvailableon some models) U.S. Parent 5,633,580 SIMPSON Stronv4 a c' r o 0 ice;n Z 1 HUS210 HUS26, HUS28, and HHUS sirnrlar) 09"'MUS28 I—` w i Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity, for connecting multiple marnbeis togethei) 235 Ir r 0 m 236 Simpson Strong-Tiel Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ a Face -Mount Joist Hangers (cont.) These p•ocucts are available with additional corrosion , These products are aFprovec for instalatxm with the Strong-Dwe• protection. For more informa•ioi, see p. 18. SD Connector screw. See pp. 39-40 for more information. Model No. Min Heel Heigh[ Ga. Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Single 2x Sizes LUS24 2% 18 106 316 la/. 4)1Od 2) 10d LUS26 41/4 1% 4i4 1-4 4)10d 4)10d HUS26 41ic 18 IS6 546 2 6)10d 6)10d HUS26 4V. 16 1 % 5i'. 3 14)16d 6)16d HCUS26 494c 12 1 % 5% 5 20)16d 8)16d LUS28 444,E 18 1%G 656 1% 6) 10d 4) 10d MUS78 6Vi 18 IN6 6'-MG 2 8)10d 8)10d HUS28 6Y: 16 144 7 3 22)16d 8)16d HGUS28 6VA 12 1 % 71/5 5 36)16d 12)16d LUS210 4'/4 18 1'A6 7 346 1 % 8)101 4) 10d HUS210 8% 16 1% 9 3 30)'6d 10)l6d 1. See table below for ellowaole bads. OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads ModelCode No. Uplrftt 160) Floor Snow 1 DO) I (115) Roof 125) Wind 160) Upldtl 160) Floor Snow 100) ( 115) Roof 125) Wind 160) Upliltl 160) Floor 100) Snow I Roof 115) (125) Wind 160) Ref, Single 2x Sizes LUS24 490 G70 765 825 1,045 490 725 830 895 1,135 420 57.5 655 705 895 1LJS26 1,165 1 865 990 1070 1355 1,16.5 940 1,075 1165 1,475 1,005 740 845 915 1160 MUS26 1,090 1 295 1,480 1 605 1,825 1,090 1410 1,610 1,745 1,825 940 1,110 I 126 1,370 1,570 17, FL, L17 HUS26 1,5W 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2,650 1 2,820 2.865 HGHS26 1 e.,0 14,360 14,885 5 2,10 5,390 1 r`0 4,725 5,290 5,390 i,-i90 90S 3,750 4,200 f 4,500 4,63i I_ LUS28 1,165 I 1,100 1,255 1,360 1,725 1,165 1,200 1,365 1,480 1835 I,005 940 I 1075 I 1,165 1,475 MUS28 1,555 1,730 F1,975 2,140 2,645 1,555 1,880 2,150 2,330 2,645 1,335 1,475 1 690 1,830 2,275 17. FL, L77 HUS28 2,000 1 3,965 4120 4,220 1 4,335 2,000 1 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 1 3,435 11GUS28 1,/90 6,745 6,970 7125 7,275 i90 1 6,460 6,705 6,670 7,275 1,540 1 4,960 5,160 5290 5,745 1 LUS2' C 1,165 1,340 1,525 1,650 2,090 165 I445 11660 1,795 2.270 1,005 1,145 1305 1,415 1,745 HUS210 3,000 1 4,255 14.445 4515 5,020 3000 1 4,105 4,310 4,450 1 4930 2,580 3.150 13,315 3,425 3,815 17,FL, L17 Note: For d,menSlons and fastener in'o,metion, see ta51e above. See table footnotes on p. 237. HHUS/ HGUS See Hanger Options nformation on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45` and/or sloped to a max;mt,m of 45' For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped ano skewed hangers, the maxirnurn allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear na ling HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45°. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table load 0.46 cf table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6' Square cut 0.46 of table bad 0.41 of table load W > 6• Bevel cut 0.85 of table load 0.41 of table load Acute side apeci fy angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oisl nails installed on the outside angle (non -acute side). i tr 0 Simpson Strong -Tie" Wood Construction Connectors V mil TV H Face -Mount Hangers t s These oroducts are available with add tional corrosion , These proeucts are approved for nstala•ion wtn the Strong -Drive• protection. For more information, see p. 18. SD Ccn ector screw. See pp. 39-40 for more information. Min. Dimensions (in,) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Model Na Heel Height Ga. W H CarryingDIMember Carried Member Upld 160) Floor 100) Snow 115) Rool 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 1fi0) Code Ref. Double 2x Sizes LUS24-2 21/4 181 314 1 3!4 2 1 (4) 16d 12) 16d 440 800 910 985 j 1,2501 380 680 1 780 1 845 1,070 LUS26-2 4%G 18 31A 1 4r6 2 (4)16d 4)16d 1,165 1,030 1,180 1,280 1,625 1,m0 880 1,0-0 1,090 1,385 HHLIS26- 2 43'ic 141 V. 5% 3 ! (14)16d 16716d . 1,550 2.785 155 3,405 4,265 1,335 2,390 2,710 2.925 3,665 11, L17, FL HGUS26. 2 4Y6 12 ! 3c 5'/c 4 (LO) led 8)16d 2155 4,355 4,875 5.230 5.575 1,855 3,750 4,2m 4,Sm 4,795 HGU026- 2-SDS3 514 12 3-+c 5 %c 4 1 (12) ,V x 3' SDS 4)1/4" x 3' SDS 1,635 5,040 5,565 5,565 5,565 1,175 3,630 4 C05 4,005 4,005 LUS28- 2 4% 181 3K 7 2 (6)16d 4)16d 1,165 1.315 1,500 1,62512,060 1,Om 1125 1,285 11,390 1,765 HHUS28- 2 6% 141 3-iic 71A 3 (22)16d 8) 16d 2,000 4,210 4.773 5140 16,440 1,720 3 615 4,095 4,415 5,375 17, L17, FL HGUS28- 2 6%, 121 3;4, 7W 4 1 (36)16d 12116d 3.235 7,460 7.460 7,460 , 7.460 2.785 6,415 6,41.5 16,415 6,415 HGU028- 2-SDS3 71/. 12 L3YA Trtic 4 (20) 'A" x 3" SDS 6)!'Vx2"SDS 2,565 7,330 7,330 7,330 7,330 1,845 5,280 5,280 5,280 5,280 FL LUS210- 2 6'n6 18 36 9 2 S)16d 6)16d 1,745 1,830 2,090 2,26S 12,870 1,500 1,565 1,7115 11,935 2 z55 HHUS210- 2 8* 141 3% 8'S 3 ) 16d IQ 16d o r S 5,635 6,380 6,880 7,165 3525 4,&35 5,273 5,380 5,765 17, L17, FL HGlJS210- 2 84ic 12 3ic 99c 4 (46)led 16116d 4,095 9,1m 9,100 9,100 9,100 3525 7465 7,730 7,825 7.825 HGU0210- 2-SDS3 1 911 121N6 9ti46 4 (28)'ii x3'SDS 8)'/Vx3"SDS 13,440, 7.415 7,415 7,415 7,415 2,475 5,34(1 5,340 15,340 15,3401 FL Triple 2x Sizes HGUS26- 3 4 %6k124c 5'h 4 j (20)16d 8) 16d 2155 4,355 4,875 5,23015.575 1,855 3,750 4,200 4 500 4,795 17, L17, FL HGU026- 3-SDS4.5 5114 Sc 5'h 4 1(12) S:x 4'h"SDS 41Yi x 4'V S3S 1,635 5,040 5,165 5,165 i 5,165 1,175 3,630 3,723 3,720 3,720 F_HGUS28- 3 GIY.fc 7!. 4 (36)16d 12)16d 3,235 7,460 7,460 7,4G017.460 2.765 6,415 6415 6,415 6.415 17, L17, FL H00028- 3-SDS4.5 7V44 G 7'/. 4 (20)%:x4'h"SDS 6)'A x4'i SOS 2,565 8,400 9,175 9,17519175 1,845 6,050 6,605 6,605 6,605 F- HGUS210- 3 8%6fc 914 4 (46)16d 16)16d 4,095 9,100 9,100 9,100) 9,1C0 3525 7,825 7,825 1.825 7,825 11. L17, FLHGU0210-3-SDS4S 91 fc 9!4 4 (2811/i x 4W SDS 8) /,' x 41Y SOS 3.440 9,745 9,745 9,745 9,745 2,415 7.015 7.0-5 7p15 1,015 IL HGUS212- 3 10%ic 10 i 4 (56116d 20)15d 5,045 9,600 9,600 9,60019,600 4,335 8,255 8,255 8.255 8,255 HGUS214- 3 12%ic 2'. 4 (66)16d 22) 16d 5 515 10,100 10,100 10.100 10,100 4,745 8,685 8,685 8,685 8,685 17, L17, FL Quadruple 2x Sizes HGUS26- 4 5'V. 12 6Y. 5N 4 20)16d 8116d 2,155 4.355 4,575 5.230 5575 1,855 3,750 4 200 4,500 4,795 17, L17, FL HGU026- 4-SCS6 5Yi 12 6 Sc 5%6 4 12) 'A" x 6" SDS 4)'/4'x6'SDS 2,375 5,040 5,165 516515165 1,710 3,630 3,720 3,720 3,720 FI HGUS28- 4 7'/. 12 6y c 7§k 4 36)16d 12)16d 3,235 7,460 7,460 7,460 7,460 12,785 6,475 6,415 6,415 6,415 17, L77, FL HGU028- 4-SDS6 7'j4 12 6 i6 74iic 4 20)1/4" x 6' SDS 6) VV x 6" SDS 4,020 8,400 8,860 8,860 8,860 2,890 6,050 628016,380 6,380 F _ HGUS210- 4 9% 12 46) lfid 116) lGd 4,Cg5 9,1m tm 9,1m 9,1m 3525 7,825 7,825 1 7,825 7,825 17. L77, FL NGU021C- 4-SDS6 9% 12 8)%i x6'SDS 8)i4"x6"SCS 4,170 10,2 10,26010,26010,2 3m0 7385 7,38 7,385 7,385 FL HGUS212- 4 10% 121 12% 4 56) 16d 20) 16d 5,045 9,600 9,600 9,6W 9,600 4.335 8,255 8,255 ! 8,255 8,255 HGUS214. 4 12c,S 12 66)16d ' 22)15d 5,515 10,im 10,100 10,1W 10,1m 4,745 8,685 8,685 8,685 8,665 I7, L17, FL 4x Sizes LIJS46 4% 18 3Y.c 43/4 2 (4)16d 4)16d 1,165 1,0301 1,180 11280' 1,625 1,000 880 1.0.0 11.090 1,385 HGUS46 4iic 121 3K 1 06 4 (20)16d 8) 16d 2.155 4,355 4,875 5,230 5,575 1,855 3,750 14,200 14 500 4,795 17, L17, FL HHt1S46 4-'ic 14 i 3% 5:Y1c 3 (14)16d 6)16d 1.550 2,790 3,160 3,CO i 4,265 1,335 2.390 2,710 2 925 3,665 HGLJQ4G- SDS3 5h 12 1 5% 4% 4 i (12) IA" x 3' S0S 4) IA" x 3' SDS 1,G35 5,040 5,165 5,165 1.5,165 1,175 3,630 3,720 3 720 3,720 LUS48 43i 18 35'c fi34 2 (6)16d 4)16d 1.165 1,315 1,5W 1,625 2,060 ODD 1,125 1,285 1,390 1,7fi5 HUS48 6% 14 359c 7 2 (6)16d 16)16d 1,550 1,595 1,815 1.MO12,470 1,550 1,365 1,555 1,680 2.115 HHUS48 6' h 141 3% 71A 3 (22)16d 8) l6d 2,000 4.215 4,770 5,150 6.440 1,720 3,615 4,095 4,415 5.535 11, L17, FL HGUS48 6'/ Ac 12 3K 714 4 (36)1(5d 12116d 3,235 7,460 7,460 7,4&0 7,4t0 2,785 6,415 6,415 6,415 6,415 HGU048-SDS3 71, 12 3K 9 'A 4 (2q Y' x 3' SDS 6) %" x 3' SDS 2.565 7,330 7.330 7,330 7,330 1,845 5.280 5,280 5,280 5,280 FI LUS4i0 6'/ 4 1813% 8i: 2 1 '8)16d 6)16d 1,745 1,830 2,090 2.26512,870 1,50() 1,5G5 1785 1,935 2,455 HHUS410 8* 141 3% 9 3 (W)16d 10)16d 3,745 5,640 6,385 16,890 17,165 3,440 4,835 5,480 5.910 6,165 17, L17, FL 11 HGUS410 5Fc 121 3% 9fc 4 (46)1Gd 16)161 4,095 91m Sim 9,1m19,1m 3525 7,825 7,825 7,825 7,825 IIGUO410-SDS3 9t1 1213% 87A 4 (28)'74'x3'SDS 8)'/."x3"SDS 3,440 7,415 7,415 7,41517,415 2,475 5,340 5340 5,340 5.340 FL HGUS412 10'h 121 3K 10 Fc 4 (56) 16d 2011cd 5,045 9,6m 9,6m 9,6m 9,6m 4,335 8,255 825518,255 6.255 HGUS414 11 %i 121 3% 127% 4 (66)16d 22)16d 5,515 10,1 W 10,1m 10.m 10,1m 0,745 8,Fi85 8,685 j 8,685 8,685 17, L17, FL 1, Upl ft bads have oeen increased for wind or earthquake loading with no further increase alowed. Reouce where o:he: bads govern. 2. Wind (160) is a download ret.ng. 3. NnimLm hed neigh. shown is reoaired to acheve fall table loads. For less than rnnimt,m hed heicht, see technical Ix.41n T-C-REDHEEL at strongtie.com. 4. Truss chord cross -gran Jenson may I rnit allowable loads in accordance with ANSVTFI --2007. Simpson Strorg-Tie° Connecter Selector " Software ncicles the evaluation of cross-grair tension n its hanger allowable loads. For add ,ioral nfurmahen, conlaLt Si-pson Strong T e. 5. S meson Strorg Tie' Strong-Drve' SDS Heavy -Duty Connector screws are permitted to be nstalec through metal truss plates as approvec by the Truss Desigrer, provided the requrements of ANSVFPI 1-'i -. t Sections 7.5.3.4 and 9.G.2 are met (pre-dnbng requ red though the olale using a max mum of %' bit). 6. Strong-Orrve SDS Heavy -Duty Connecter screws that penetrate all pties of the support rg girder ( screws must penetrate a m nrrurn ct 1' into the last truss pFy) may also be used to -ransfer the Ioa.^, through all the pl es of the suoponng girder. When Strong-Drve SDS Heay-Duh' Connector screws do no: oenetrate all pies of the supporting g rder truss, supplemental Strong-D-ve SDS Heavy -Duty Connector ecr As at the hanger locators may be requ red to trarsfer the toad to the truss pies not pease ated byte face %stene.s. as detemred try the Cesicr . 7, The si. pportng girder truss must have adequate tnickness to accommodate the screw length, so that the se,ew does net o-ctrde Curt the back o' :he girder. 3'- or 41/2*4ong Strong-Drve SDS Heavy -Duty Connector screws may oe substituted for the Fenger Storg-Drrve SDS Heavy -Curry Connector screws w th no load reduction. 9. Loads shown are based on min mum of 2-ply 2x carrying member for nailed hangers. With 3x carryng members, use 16d x 2'ia' nails into the header and 16d Ammons into the joist with ro lead reduction. With single 2x carry ng members, use 1 Od x 11W nails into the header arc 1 Cd commons into the pest, and reduce the bad to 0.64 o' the table value. 9. Nails: 16d = 0.162' de. x 3'ia' long. See pp. 26-27 for other na I saes and nformalion. W 237 it M 7m 238 HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has na I patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 37h". Minimum and maximum nailing options provide solutions for varying heel heights and end concitions. Alternate allowable bads are provided for gaps between the end of the truss and the carrywg member up to 'h" max. to allow for greaser construction tolerances (maximum gap for standard allowable bads is t/e' per ASTM D1761 and D7147). See technical bulletin T-C-HANGERGAPS at strongbe.com for more information. Material. 16 gauge Finish: Galvanized Installation: Use all specified fasteners see General Notes Can be installed filling round holes only, o- filling round and triangle holes for maximum vdues See aternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTL,210 on a 2x6 carrying member for add,uonal uplift capac ty Options: HTU may be skewed up to 67'h°. See Hanger Options on p. 239 for allowable (cads. Seo c, Lpneeri.3 k__ r _-C,-F•'U3D at strongtie.com for S0 fasl,ne,s. Codes: See p.14 for Code Reference Key Chart Min. heel height per table i HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For'h' maximum gap, use Alternate Allowable Loads) Typical HTU26 Minimum Nailing Installation IF These products we approved fe• rstala-aon with the Strorg-Drrve' SD Connector sorev. See pp. 39-40 for more information. Standard Allowable Loads (1/8" Maximum Hanger Gap) SIMPSON stroigTie Alternate Installation - HTU28 Installed on 2x6 Carrying Member HTU210 similar) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code No. Heigh[ W H B carrying Member carried Member Uplift 160) Floor 100) Snow Roof 115) (125) Wmd 160) Uplift 160) Floor 1(100) I.Snow 115) Root 125) Wind 160) Ref. i Single 2x Saes HTU26 31h 1 is 57/• 3'h 20) lyd 11)10d x I V 730 2.40 3045 3,045 3.045 630 1,920 1,920 1920 1,920 HTU26 (Min.) i 374 i 1% Y% 3'h 20) 16d 14)10d x 1 %" 1.250 2,840 3,200 3,200 3,200 1,075 2,015 2,015 2,015 2,015 HTU26 (Max.) i 51h 1% 57l* 3'h 201113d 23)10d x 11h" 1,555 2,940 3.340 3,600 4,010 1,335 2,530 2,870 3,095 3,450 17 IIIU28(Min.) 37A I% 71A 3'h 26)l6d 14)lOdx1'h" 1,235 3,520 3895 3,895 3,695 1060 2,920 2,920 2,920 2,920 L17, HTU28 (Max.) 71A 1% 7Y* 3'h 26) 16d 26)1Od x 11h" 2,140 3,520 4,340 i 4,680 5,435 1,840 3,285 3,730 4,025 4,675 FL HTU210 (Min.f 37A 1% 97* 31h 32) l6d 14110d x 1'b" 1,330 4,355 4.35E 4,355 4,355 1,145 3,265 3.265 3,265 3,265 HTU210 (Max.) 91.6 1 % 9'h 3 h 32)16d 32) 10d x IV 3,315 4,705 5,345 5.760 5,995 2,850 4.045 4,595 4,955 5,155 i Double 2x Sizes HTU26-2 (Min) 3'h 3Y 57/m 3'h 20) 16d 14)10d 1.515 2,940 3 340 3,600 3,910 1 305 2.465 2,465 2,465 2.465 HTU26-2 (Max,) 51h 3V, 57% 3'h 20) 16d 20)10d 2,175 2,940 3,340 3,600 4,485 1,870 2,530 2.870 3,095 3,855 HTU28-2 (Mm.) 31A 3ys 7 3'11 26) 16d 14) 10d 1,530 3,520 4,310 4,310 4,310 1,315 3,235 3.235 3,235 17- HTU28-2 (Max.) 71i 3*, 7Y• 3'h 26)16d 26)10d 3,485 3,520 4340 4,680 5,850 2,995 3,285 3,730 4,025 3,2335 30 FLFLHTU210.2 Min.) 3% 13;Pc 9'/• 3'-b 32)16d 14) 10d 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3610 3,E10 10 HTU210.2(Max.) 9'l. 3ys 9Y. 3'h 32)l6d 32)10d 4.110 4,705 5,345 5,760 7,200 3,535 4,045 4,595 4.955 6,190 The maximum hanger oao is measured between the joist (or Truss) enc and the carrying memoer. 2. Minmwm heel h4ights requ red'or fcl able bads are based on a minimum 2/12 prop. 3. Uplift has been increased for wind or earthquake loading wilh no 1.0her increase allowee, reduce where other bacs govern. 4. Wind (163) is a downkac rang. 5. For hanger gaps between 'A' and'h", use the Alternate Allowable Loads. 6. Truss &ord cross-gra n tension may I mi: alnwat;le bans n accorcance with ANSIrTPI i -_;:' 7. Simpson Strong -Tie' Conrector Selecto-"' Software ,rlcludes the evauat on of cross -grain tension in its hanger alowaole bads. For adertionel information, contact Simpson Strorg-Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x c anymg members. use N10 (10d x 1112') nails irk the hezder and reduce the allowable download to 0.70 of the table value. T,ne allowable uplift 4s 10090 of the table bad. S. Nails: 16c = 0.162' dia. x 3 h' long, 1 Cd = 0.148' dia. x 3' long, 10d x 111V = 0.148' d a x 1 h' long. See pp. 26-27 for other nail sizes and nformaton. UPDATED 04/17117 11; It HTU Face -Mount Truss Hanger (cont.) OF 11•ese products are approved for installation wrath the Strong -Drive• SD Connector screw. See pp. 39-40 fo, more information. Alternate Installation Table for 2x4 and 2x6 Carryinq Member SIMPSON Sig Tie Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel H(In) t CarryingSnowCarriedUpliftFloorSnowRoofUplift ind Rel. Member Member Member 160) 100) 1 51 125) Carrong 1601 60) 1ind00) 115) 125) 160) HTU26 (Min.) 37A 212x4 10)16d 14)1Od x 11h" 925 1,470 1,670 1.800 2,040 795 1,265 i 1.435 1,550 1,755 HTU26 (Max.) 51h 2) 2x4 10)16d 20)10d x 1 1h" 1,310 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935 it, HTU28 (Max.) 7yx 2) 2x6 20)16d 26)10d x I Ih- 1,970 2,9401 3,340 3,600 3 .0,05 1.695 1 2,530 2,870 3 095 3,360 FL HTU210 (Max.) 91/4 2) 2x6 20)16d 32)10d x 11h" 2,760 2,940 3,340 3,600 3,905 2.375 1 2,530 2,870 3,095 3,360 1, See table above fcr dimensions and add lioral footnotes, 4. Nails: 16d = 0.162' dia. x 3'h' long, 10dxl'h = 0.1 z8' dia. x 1 W long. 2. Maximum hanger gao for ;he alternate natalation is W. See pp. 26-27 for other nad szes and information. 3. W nd (1 K) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions (in.) I Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code No. Height W H 8 Carrying Member Canned Member Uplift 160) Flaor 100 Shaw I (115) Roof Wind Uplift 125) I (160) (160) Floor 100 Snow 115) Roof 125) Wind 160) Rel. Single 2x Sizes HTU268 3'h 1 57L 5'N 31/ 20)16d 11)1Od x 1'fi" 610 2,/35 2735 2,/35 ( 2,135 S/S 1,/2S 1,125 1,/2S 1,125 HTU26 ( Ain.) 3It 1% 5% 31h i (20)16d 14)10d x 11h" 1,175 2,940 3,100 3,100 j 3100 11,010 1,955 1,955 1,955 1,955 HTU26 ( Max.) 5% 1% 5N 31h 20)16d 20)10dx 1'h" 1,215 2,940 3,340 3,600 1 3360 1,045 2,370 2,370 2,370 2,370 17 IITU28 ( Min.) 37h 1% 71.A, 31h 26) 16d 14) 10d x 11h" 1 125 3,770 3,770 3,770 3,770 1 970 2,825 2,825 2,825 2,825 L17, HTU28 ( Max.) 7111 11i 7'ha 3161 26)16d 26) 10d x 11h' 1,920 3 820 4,340 4,680 5,015 i 1,695 3,285 3,730 3,765 3,765 FL HTU210 ( Min.) 37A 14i 9h 3'1 32)16d 14)10d x 1'h" 1.250 3,600 ( 3,600 3,600 3,600 1 1,075 2,700 2,700 2,700 2,700 HTU210 ( Max.) WA I'A 9 A6 31h 1 (32)16d 32) 10d x 11P 3,255 1 4 705 5,020 5,020 5,020 1 2,800 3,765 3,765 3,765 3.765 Double 2x Sizes HTU26- 2 (Min.) 37h 31ds 51/;e 31h (20)16d 14)10d 1,515 2,940 (3,340 3,500 3,500 1 1,305 2.205 2,265 2,205 2,205 HT026- 2 (Max.) 5'h 315: 57hs 3l4 (20)16d 20) 10a 1,910 1.2 940 1 3,340 3,500 3,500 1,645 2,205 2,205 2,205 2,205 HTU28- 2 (Min.) 344 3'A, 7% 31h (26116d 14)10d 1 490 1 3 820 1 3,980 3.980 3,980 i 1.280 2,985 2,985 2,985 2,985 17, HTU28- 2 (Max.) 7/ 3-Ms 7tii 3'/z (26) 16d 26)10o 3,035 t 3,820 4,340 4,680 5,555 1 2 610 3.285 3,730 4,025 4,165 FL HTU210- 2 (Min.) 31A 3?1c 9156 31h i (32)16d 14)10d 1,755 4 255 4,255 14,255 4,255 1,510 3,190 3,190 3.190 3190 HTU210- 2 (Max.) 9'/ 311, 9R. 3!h (32)16d 32)10d 3,855 4.705 5.345 5,760 1 6,470 3,315 4,045 4,595 4,855 4,855, See fable fcotnotes on p, 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat SFewable up'o 671h°. Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hanqers Model No. Skew Angle Degree) Fasteners DFL/SP Agowable Loads" HF/SPF Allowable Loads'.' Carrying Member Carried - Member Uplift 133/ 160) Download 100/ 115/125) Uplift 133/ 160) Download 100/ 1151125) 51 20)16d 14)10d x 11h" 1,315 2,945 1,130 2,530 HTU26 51-671h 20)16d 12110d x 11h" 970 2,595 835 2,230 HTU28 51 26)16d 20) 1Od x 11W 2015 3.060 1,730 2,630 51-6716 26)16d 17) 10d x 1 W" 1,485 2,815 1,280 2,420 51 32) 16d 26 1Odx I' 7z" 2,715 3175 2,335 2,730 HTU210 51-671h 32)16d 22)' Odx11h' 2.005 3,040 1725 2,615 51 20) 16d 14)10d 1, 335 2,555 1,145 2,200 HTU26-2 51-671h 120)16d 12)10d 1.110 2,700 955 2,320 51 26)16d 20)10d 2, 470 3,890 2,120 3,345 HTU28-2 51-671h 26)16d 17)10d 1,710 3,775 1 470 3,245 51 32)16d 26)10d 3, 600 4,935 3,100 4,245 HTU210-2 51-671h 32)16d 22) 10d 2,255 4,790 1,940 4,120 1. Uplift loads hava bx en in;;redsad for wind or 3. Maxnnum nanijer gap between end of jout (truss) and 'ace of earthquake loading w,th ro further rcrease carrying member s 1A% alcwed. Reduce w we other bads govern. 4. Nails: 16d = 0.162' do. x 3'h' long, 13dx1 !6 = 0.148' dia. x 11h' lorg, 2. Allowable downloads may rot oe increased. 1 Od = 0.148' dia. x 3' long. See pp. 26-27 for other na I sizes a-d information, J flange A} Acu:2 flange side 0' Specify angle Top View HTU Hanger Skewed Right < 51• 0kSp.,y angle 51• to 671h' Top View HTU Hanger Skewed Right >_ 51' 01 ro 239 ri dz c z 0 c THA/THAC Adjustable Truss Hangers C4fcE fp This product is preferable to similar connectors because r of a) easier installation, b) higher loads, c) lower installed j cast, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustabdity and top flange hanger co-venience. THA hargers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange insulation. Material: See table Finish: Galvanized. Some products available in ZMAX° coating, see Corrosion Information, pp. t `-18. Installation: Use all speafed fasteners see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header -see table for mintri um top flange requirements. Instal top and face nails according to the table. Top nails shall not be within'/4" from the edge of the top flange members. Fcr the THA29, nals used for joist attachment must be driven at an angle so that they penetrate through the confer of the joist and into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be filed on all models. On models where there are more nail holes than required, the lowest four face hobs mus-, be filed. Nails used for the joist attachment must be driven at an angle so that they oeretrate through the corner of the joist into the header. Aftemate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulatec fasteners for face -mount installation and achieve the face -mount installation loads. Instal the tabulated face nails into tre face and top of the carryirg member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the ccrrer of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available w th the header flanges turned in for 3W' (except THA413) and larger, with no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart 0 DoJble- Snear Na ling Top Vew t3J4' forTHAC422 2 W fdfTHA422.2 THA426-2 0191,'THAC422 Face nails Top nails per able per table 1n' Np" 214' Inr THA422-2 and THA426-2 0 • O THA418 Couple 4x2 - Use full fade value Single4x2- See footnote 3 ff- ro/ Staigh e tbs double g hand install nals straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) Altemate Installation of THA422 Double -Shear Dome Double -Shear I Nailing I Naling Side Vew Side View, ( Avoidable on Do not i s e mode's) bend tiro f ^' U.S. Patent 5,603,580 LON Tie 2face nails Total) 4 top nails Total) O U C C U Straighteg the N double shearnailingtabs3andinstal nais stra ght Typical THA422 Top Flange Installation « on a 4x2 Floor Truss co a Min. Nader depthTypical THA29 Face Mount Installation 00, Refer to footnote 6 on p. 230 Typical THA29 Top Flange Installation 229 i THA/THAC Adjustable Truss Hangers (cont.) These products are available wrh addbonal corrosion proteci on. For more information, see p. 18. tQ a 0 p 230 SIMPSON strogee Model No. 6a Dimensions (In.) Min,' Mm . Flange Depth Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Rel. WHCCarrying Member Carried Member Uplift 160) Floor 100) Snow 1115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) I Roof Wind 1251 ( 160) Top Face I Straight Slam Top - Flange Installation' THA29 18 1 % 9 %c 59 21hc I - 4) 10d 4)10d 4) 10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1.815 THA213 18 1 % 1349c 5 f 11h - 4)10d 211& 4)10d x Ph' 1.615 1.61511,615 1,615 1,280 1,280 1,280 1.280 THA218 18 1% 171A. l 5'h 2 - 4)10d 2)1Do 4`, 1Dd x 114' 1.615 1,615 1,61511,615 1,280 1,280 1,28011,280 THA218- 2 16 31h 17114e 1 8 2 - 4)16d I (2) l6d 6)10d 2,245 2,245 2.24512,245 1.935 1,935 1,935 1,935 18, THA222- 2 16 3:i 22/rc 8 2 - 4)16d 2)16o 6)10d 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 LI5. FL THA413 18 3% 13'1f11 41h 11h - 4)1Cd l (2) 10d 4) 10d 1,615 1 615 1,61511,615 1,280 1,280 1.28011,280 THA418 16 34 171h 7'A 2 - 4)16d 2)16c 6)10d 2,245 2,245 2,24512,245 1,935 1,935 193511,935 THA422 16 3% 22 7'A 2 - 4) 1Ed 2) 160 6) 10d 2,245 2 24512.24512,245 1,935 1,935 1,935 j 1,935 THA426 14 3% 26 7'h 2 - 4) 1EA 4)16d 6)16d 2 435 2,435I2,43512 435 12.095 2,095 2,09512,095 FL THA422- 2 14 71,14 22'%c 93. 2 1 - 4)1Ed 4) 16d 6)16d 3 330 3.330 3,330 3.330 2,865 2.865 2,865 2,865 r! ,170 THA426- 2 14 714 26'/c 9 i 2 1 - 4)16d 4)16d 6)16d 3,330 3,33013,33013.330 12,865 2,865 2,86512,865 L;_,170 Face - Mount Installation' THA29 18 1% 9% 5,h 9'Nc 16) 10d 4) 10d 560 2,125 2 310I2,35012 350 480 11,740 1,785 1,815 1,815 THA213 18 1% 13`•'ic15'f. 134;c 1(14)10d 4)10d 1,170 1,?.`.5 i5 780 C8i' 735 1,77._ THA218 18 1 % 1TKa 5 f l7 c 18) lOd 4) IOd 1,170 I, ; r',5 3, 69513.695 780 4C 73'i 1," ' 77 s THA218- 2 16 3fi 17"lwl 8 1 1415c I (22) l6d 6) I15d 1,855 3695 95 1.595 3.185 3,185 3,18513,185 18, THA222- 2 16 31/, 22°r9c 8 1 10c 1 (22) 16d 6) 1fid 1,1155 3,695 3695 3,695 3695 1,595 3,185 3,1115 318.513,185 LIS, FL THA413 18 31A 135Sc 41h 1315 14) 10d 4) 10d 1,170 1,940 2,235i2,40012,400 780 1,660 1,910 2,07512,210 THA418 16 3% 171h 7A 10c 22)16d 16)16d 1,855 3695 3,695 3,695i3,695 1,595 3185 3,185 3,185 3,185 THA422 16 3% 22 A 14hc I (22)16d 6) 16d 1,855 3695 3,69513,69513,695 1,595 3,185 3,185 318513,185 THA426 14 16Nc 30)16d 1(6)16d 1,855 4 =4C. 4,4K, 4,4 Lr 4 4K 1,595 5,35 2,835 3,5{3 13 c55 FL THA422-2 14 22'A6 161 c 30)16d 16) 16d 855 5,160 5 520 5,520 5,520 1,595 4 440 4,745 4,745I 4,745 170 THA426-2 14 7'/4 26A61 94/. l 18 1(38)16d 6)16d 1,855 5 520 5,52.0 5,52015,520 1,595 4.745 4,745 4,745 4,745 170 1. Upl rt has been ncreased 60% for wind or earthquake loadrrg wi:h no further increase allowed; reduce where otner loads govern. 2.0-d ( 160) is a downloac rating. 3. For single 4x2 top chord carrying memoers or single 2x nailars, the folowing THA hangers can be installed using 1Dd x 11Y top rails and (2) 16d face nail. vein reduced allowable loads as nol.ed THA418/THA422 1. 415 to. 'or DF/SP, 1,215lb. for SPF THA426- 2 245 Ito. for DF/SP, 1,S30lb. for S°F, THA422-2,THA426- 2 2,345 lb. for DF/S? 2,015 lb. for SPF. Loads are hasec on hangar nstalat ons at panel points, 4. Face -mount insta0ation loads are based on min,mum of 2-ply 2x carryng member. For sirgle 2x carrying members, use 1Cd x 1'h' nails into :he ca, ng member and tabulated falterers into the carved member, anc use 0. 80 of the table value for 18 gauge, and 0.68 of the table val ie to, 16 gauge and 14 gauge. S. Min. Top Flange refer to the mnirn,um length of strap that must be fido forrred over the header. 6. Fo- the THA 2x moeels, one strap may be installed vertically according to tne'ace mount n3iing regwremenls anc the ether strap wrapped over the truss chard according to the top flange nadng requ rem ents (see drawrno on p. 229) ano achieve `.,II : abulated top fiance rnstaL-t on loads. 7. Nails, 16d = 0.162' do. x 31h' long, 1 Od = 0.148' de. x 3' long, 10d x 1 d' = 0.148' da. x 1'.4' long. See pp. 26-27 for o-her nail sizes and nfrrmaton THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/1-422 has a standard skew of 45°. Straps must be bent for top flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners, see General Notes Straps must be field -formed over the header a minimum of 21h" Minimum and maximum nailing configurations avadaole — six; table for nailing requirements Codes: See p. 14 `or Code Reference Key Chart Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dlmenslons Min, Top Effective Fasteners OF/SP Allowable Loads SPF/HF Mowable Loads Model 0a' in.) Chord On Height Carrying Member Carried Member Cade Na Carrying H° Uplift I Floor Snow Roof Uplift Floor Snow I Roof Ref. W H C Top Face Straight Slant Member 160)i (100) (115) (125) 160) (100) (115) (125) i Single 4) 2) 1) 2) 4x2 9 "1 10d x 1'h" 10d x V/2" 10d x l'k" 10d x 11h` 880 880 880 755 755 755 THAR/L422 M n.) 16 T4i 2244 8 18, DOLble 9 to 12 1,525 1,525 1 1 525 1,315 1,315 1,315 I 4x2 4) 10d 2)10d 1) IOd Od x 11h' 10d L15, F_ 12 1,090 1,090 1,090 935 935 935 THAR/1_422 Max.) 16 35A 2249 8 Double 4x2 9 min. 4) 10d 8) 10d 1)10d 2) 10d x Ph' 310 1,675 1,675 1 675 265 1,440 1,440 1,440 1. Uplift has beer ncreased'or wind or eanhquake loading with no'Lrther increase allowed, reduce where other bads govern, 2. Roof bads are 125% of floor loads unless I mdec by cthe, cntena. Floor loaes may be adjusted for bad dura',ons a3corc ng to the code provided they do not exceec tnose .n the roof column. 3. Whe•e the top of the carried member s rush with the top of the rarryng me'rber, Hen is equal to the depth of the cameo member. Otherwise, Hen shall be measured from the top of the bearing seat to :he top of the cannyng member. 4. Nails: 10d = 0.148' dui. x 3' long, 1 Dd x 1'h' = 0." 46' co. x 1 W long. See pp. 2f`27 for other nal s zes and information. ro 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate nght- or left-hand hips (at 45-degree skews), and can be installed before or after the hip and lack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners, see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See o.14 for Code Reference Key Chart f ---- i: ryIt vrorkmgpoint Top View Left -Hand Hip Installation THJA26 NI 7ip. ringof Top View Right -Hand Hip Installation LTSIMPSON Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model No. Carried Member Code Ref, Carrying Member Hip Jack Uplift 160) Floor 100) Snow Root 115) (125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind' 160) Hip 120 2010 2,310 12,450 0 590 1,740 2,000 2,100 2,100 20)16d 6)10dx1'h" 4)10dx1ih" IFt, L Jack 240 670 815 195THJA2658361000100 Total 960 2,680 3,080 1 3,265 13,265 785 2,320 2.670 2,800 1 2,800 1. (J ift bads have been increased for w rid or eerthxluate loading w th no further increase alowec, recuce where other loads govern. 2. Wid (160) is a dowribad rd:ng. 3. Loads shove are based on a min'mum (2) 2x6 carrying. —ember. For single 2x carrying members (min. 2x6), use 10d x 11h' nads and use 0.67 of the table value. For (2) 2x4 ca,yng members, multiply tre download by 0.50 4. 16d sinkers (3.148' dia. x 31/4' long) may be substituted for 'he specified 16d commons at 0 85 of the table bad. 5. Tabulated hip and lack allowable bads assume teat 750,' of the total bad is d stntxrted to the hio and 25% to :he lack. It s permit-ed to distribute 65% to 85% of the rabule'ed petal load to the hip, and the remaining percentage of total bad to the lack. The combired hip and jack bad may not exceed the publ shed Total Load. 6. For terminal hips, divide the total alloi bad by 2 to determine the alowaole bad for each hip. 7.Truss cho d cross -grain tension may krrv, alowatle laads in axordai w,th ANSVTPI 1 Simpson Slrorg-Tie• Connector Selector" software inckides ,tie ev Juatioi of cross -gran tension in its hanger allowable bats. Fo• additional in`ormation, contact S mpson Strong -Tie. 8. Nails: 16d = 0.162' ca. x 3'h' long, 10d x 1'h' = 0.148' dia. x V/i' long. See pp. 26-27 for other nail s-zes and nformavon. 247 II .f RIac VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade-Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples W-D" for 30 psf (TL) and 20 psf (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 gored between rows. Tye Innection Requirement Notes 2a6 rakers to ridge 4 16d toe -nails Cripple to ridge 4 16d tot -nails Cripple to rafter 416d toe -nails 3 16d face -nails Rafter to sleeper or blocking 516d toe-nalls Rafter to two 2x6 sleepera 4 16d toe-mlls Sleeper to thus 4 16d toe -halls Two 2163leepers to truss 3 16d toe -rails each sleeper 8 truss Ridge board to roof block 416d toe -rails Ridge board to truss 416d toe-naiis Purim to (Typ) 316d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe -mils Truss to cripple CA Ie to urlin 416d toe -Flails 316d tot -nailsPPP GENERAL NOTES CRIPPLE, BRACING, 8s BLOCKING NOTES Z Cold10.16mtorafter alidtoe halls P III[ I d 2'-0" O C' b f l h hl NOTE: 16d (O.li2•x3-S') COMMON NAILS w s requ rs . . m a senco o p ywood s eat ng. .2x4 continuous lateral restraint (CLR) min. is required for cripples 6'-0" to 10'-0' 1 Trusses without sheathing applied must be evaluated accordingly. nailed wf 2-10d (0.144"xV) nalls..Or 2x4 "T" or scab ralnforcemont nailed to 11a1 edge Purtins should oved.p sheathing one truss spacing minimum. of cripple with 10dj0.12e"x3.V) nails etV o.c, "T• or scab must be 90% of crippple length Cripples CLR•s "T' 'UseIncasesthatthisisImpractical, ovarlap sheathing a minimum over 10•-0 tong roqure two or both facts wf or sub. chess of 6', and nall upwards through sheathing Into purlln with a graded lumber i box or common nails. minimum of sad (0.131"x2.5") common wire nails. +Narrow edge of cripple can fats ridge or rafter, Effects of not providing sheathing below a valley set sc long as the proper number of node an must be evaluated by the building designer, installed Into ridge board This drawing applies to valleys with the following conditions: ansta0 blocking under rafter If slcapers are not used. Spans tdislanu between heels) 40'-0" or lass 4nstall blocking under Cripples it crlpplos fall between Maximum valley height; 14'-0' lower truss top Chords and lateral bracing 4 not used. Apply all nailing In accordance to current NDS requlrements. Maximum moan roof height; 301wta Nails are common wire nails unigss noted otherwise. ASCE 7-0S, 240 mph, Enclosed, Cat II, Exp B,1=1.0, Kit-1.0 Or A Maximum of ASCE 7-10, 190 mph, Enclosed, Exp D, Kzt=1.0 H, ieeeeee,• i'.•GENSF f A) i(B) ("} rvearat— WAR Atdt rtxlbv ALL NTIZ&Cal TMT uuveaa oW90".rn Faro[„ TIC WAVDfi To K.S. tlarraAClflK UCLMtsrc If[ U41AU a° ! f it Nblk"_ testaUFg RrI•Fte No. 70861 . TC LL Z0 30 40 54 REfVALLEY' f'RAbi1NG DATE 10/01/14Z. n4ie• • * cw h rr„dh, efip•Iq. •na -- yfd!•. Z. r•te•e .+stor at Ks t taro oan r,..,. i.r.er la+•..+.w. r Tn,_' , .r_r.ii t1. Pi+cti.r Fir to M'far" 1T " f"ne"Gre, aLLT.u.rr eNui vm. t•newry end,a a.d +Rt a uw.e nse.e •tMer`•Y., t.e dKe -Ua Mr. r.errtr .et•drd atrweMt r. -*.9 .ne Mien Zv & an.it i,.ve . r••r.tr .sve,a r sa-o. Lea. re.r, rr a..-,w.w t.s. L r„wnyr .•t.w awl n..r •.cro t...Lt.t a r w.,e w, n .car ., r • STATE OF TIC DL 10 BC DL 0 20 7 7 0 it 0 DRWG VACNV1801015 a o Itll\\vllll h n„^ K w..• ..or li. wti rtt ........e ..... e . w a .h. ,,, a.r.;.. .., n.....,t»..1- a.rN e. r...n. tau-: rr n.rd.re d.t. roeriwa BC LL 01 0 0 0 AN rTwmnlfvlNr ar t.w„y n, f..... a wd i+ ea,r•n wnc. met uatrt>•i i v.r n.n itiww,a.n a ir.aq w i..wa O R IOQ: 'r y..... • TO LD.30 00 4 7 6 i A ••st •n weter..e,e r revert s•p as 0 tr+M en.s,b. tusa.+.s •mpevv of prefesda.l 'a4. w` ~+v v e.."'u`sl.•'.rrywr i Vtss DUP. FAC 1.25/1 15 net tautmu love rr •rn .e.,cee. r r4bHi.r A Tir s N `SG\16. SPACING' SEE ABOVEatnoy. uc alcis rr rr.v a,re.,..r.n w. ua. }I,• o.r.r•L ,Firs .rr w.r • r+.. w.raau ....ue..rt..v Trs ....totlsa.y ssu ....r '.e-rro s'..•.•..,-s t Cracked or Broken Member Repair Detall Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design Is valid only for 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 allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section U - Minimum nailing distance on each skle of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecles as damaged member, Apply one scab per face. Mlnlmum side member tength(s) = (2XL) + (3) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered, Nall Into 2x6 members usng three (3) rows at 4' o.c., rows staggered. Nall using 30d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. i L 4' o,c Typical ~ O + 0 + 0 + 0 o + 0 1+ O + O + i 2' I — Stagger Back Face 10d Box (0.128' x' 3', min) Nails, J = Front Face 2x4 Member - Double Row Staggers 2x6 Member - Trlole Row Staopere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 19604 2315# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# nht.nt. Nail Spacing Detail L L;;', DMTMT. rruLelKTHIS WAVVM TTOALALLAfdRR/TTU" THIS PRAOMM lKLLU304THEDISTNLUM REF MEMBER REPAIR 7wsN . ! trot c h I.Mk.thy h.,I Yl.t.l W Rr.c RM.r + .rd our", itr.t :r"u.,, run alr.rq eo.p.r.mi:i.t'Y°u .I.tr,swiy Tn r.ty DATE 10/01/14 ywirwyr.r lMi.. rwtri tMr E.,-'. '•MII M~ itncMr liM ,tt DRWG REPCHRD1014 y.p.rly .tt.cn.tl rMpn ni n [nrV wDil. v. --1'ly to ch.. u I'll L.c.1bn. ra..I I.r ..r..,..K I.t.nl .t,-.tit / .b. Mrccpkv Mt 11N per KSI ..Coker ]]. D] 711, wWkJI.. AIQI p1yM. t• r.0i 1... DIt.1/. vd 4 rote. rjl+ i..hy tLM'] I.rr.t.wi tt, M tb AN TM WMMNY th aD W"'•o of liv ]rwf t.ymmt. G... .Mu t 6r r.t.W. r.r yy .evrt Ir.,. Yq, /. lv. t. bIA tn. erlr. h wth milrtn I, f.r yc onset Mnihy .N/rh& h. L0. d . No 0 0/ tru..ra thYrYW.Yyyr P. .rUyrn IN. h.Yp h/c.trs • vMK. M pM./wl.l w.lt rl t' 1 « v trAirsllSin!'i i iC E@MINL.k.Mnlarly. erDlclr, Lta1]as k tjy'yeyr/Wl tr W &AW4 DDo t—cL.• roe . Ilr,rtl.n s.r W. 1 rotes r». e..,r tn... ...It.. u.IDA ..ea It..t«w Tn ..ryrrn.rll sDv..v,.c maryorD, sc wda../..•r1 j' SPACING 24.0' MAX OF Jau: SHc7NJNG OFl42l NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE R E C O M M E N D E D S H 0 R I N G D E T A I L ISAREQUIREORE 70 BE ALACEO ON FLOOR TRUSSES, SHORING G I I i 5 K CONCENTRATEO L040 CUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE'ON-ALL,SIDES OF A PALLET, MAXIMUM 4 WEIGHT PER PALLET-IS-2000# LOAD MUST 6E SPREAD OVER AT,LEAST 2-TRUSSES. NOTE; SEE APPROPRIATE ALPINE ' DRAWING. FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE, 1. Xluilding Materini'4VLs. NOTE:: SHORING MATERIAL ANO LABOR TO -INSTALL A140_TO RrHOVE THIS tI/l„ gypsum bd. Q 2.2 psf / I/Z„ lnper. I MATERIAL' IS TO BE SUPP2_IEO IN 5/41, upsum bd, -2.8 psf/5w; Inycr I BY THE CONTRACTOR. A) cdnc. block- 60 psflil',-Inycr - t nasonrytrrickA33psf14",.Inver 2— O— 0 4- 0-- 0 MINIMUM SUBFLOOR-UNOERLAYMENT *.-2000# F, 2)-2Xfi HEADER 4X4 OR (2)'"2X4X4 0" UNDER ^ TRUSSES "WHEN -'.SHORING- POSTS @ 4 ' 0 " O . C . f- IS REQUIRED.". jL CLEAR SPAN P T YP,-- -ALPINE A E-NONE d r o 0 o u REF DETAIL ri i,- IO CJ _1 r-3 r= - o DATE 05/0 /96 c c7 0 0 ORW FiC12396074lw iTecommended Shoring tail TRUSS IC" O G O Tr,l G y r 2 V' Alpine, an ITW Company 6750 Forum Drive, Suite 305 w Orlando, FL 32821 Phone (800)755-6001ALPINEwwwalpineitwcorn Cifn Infnrmnfinn ustomer v Carpenter Contractors of America Job Number N333522 lobDescnption: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 4ddress I Cy, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name License #. Address Cty, State, Ztp State: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) View Version. 17.02 02.0211 16 JRef # 1 Wd589750109 Wind Standard ASCE7_10 Wind Speed (mph) 150 Roof Load (pst) 20 00-10 00- 0 00- Floor Load (pso. 40 00-10.00- 0 00- 5 00 500 This package contains a job notes page, 63 truss drawings and 10 details. Item Seal # Truss 1 213 18 1454 08258 FT1 3 213 18 1454 08167 FT1A 5 213 18 1454 08197 FT2 7 213 18 1454 09336 FT3 9 213 18 1454.08665 FT4 11 213 18 1454.08617 FT7 13 213 18 1454 09337 FT6 15 213.18 1454 09289 FT8G 17 214 18 0921 25429 Al 19 213 18 1454 08852 A3 21 213.18 1454 08790 A5G 23 213 18 1454.09086 G1 25 213 18 1454 08695 G3 27 213 18 1454 08431 FG1 29 213.18.1454.08462 D1 31 213 18 1454 08463 D3G 33 213.18 1454 08307 L2G 35 213.18.1454 09055 CJ54 it Florida Cet%tificate of Product Approval #FL1999 Item Seal # Truss 2 213 18 1454 09225 FT1G 4 213.18 1454 08198 FT1GE 6 213.18 1454 09211 FT2GE 8 213.18 1454 09366 FT3G 10 213.18 1454 08931 FT5 12 213.18 1454 08337 FT7GE 14 213.181454.09257 FTS 16 213.18.1454.08883 FT10G 18 213.181454.08400 A2 20 213.18.1454.08742 A4 22 213 18.1454 09102 A5GA 24 213 18.1454 08212 G2 26 213 18.1454 08587 G4G 28 213 18 1454 09213 C 1 G 30 213 18 1454 09214 02 32 213 18 1454 08478 L1 34 213 18 1454 0865x EJ74 36 7his 213 18 1637 }ifj iW1 a enthisbeenetectroricftry 3,j)ijrtaf Sipnat ire- Printrrl copizE.,,t h3ut an original siprxtturc musl Ii 1 to si re qasr e a rq n e ectrona f version. VJ C E Ns- TE CIF nAL 08/02/2018 Printed 8/2/2018 9 58 45 AM r Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone (800)755-6001ALPINEwwwalpineitwcom Site Information: Customer Carpenter Contractors of America Job Number N333522 JobDescnption: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Address City, State, Zip Item Seal # Truss 37 213 18.1454 08228 CJ14 39 213 18 1454 08976 V3 41 213 18.1454 08946 V1 43 213 18 1454 09212 MV2 45 213 18 1454 09382 MV1A 47 213 18 1454 08618 EJ7A 49 213 18 1454 09057 EJ7 51 213 18 1454 09147 CJ5S 53 213 18 1454.08509 CJ3A 55 213 18 1454 08867 CJ5A 57 213 18 1454.08540 CJ3 59 213 18 1454 08181 HJ7 61 213.181454.08991 HJ7A 63 213.18 1454 08367 HJ2 Item Seal # Truss 38 213.18 1454 08930 H 1 G 40 213 18 1454 08352 V2 42 213.18 1454 08789 MG1 44 213 18.1454 08977 MV1 46 213 18.1454 08308 EJ7S 48 213 18 1454 08791 EJ2 50 213 18 1454 08712 CJ1S 52 213 18 1454 09056 CJ3S 54 213 18.1454 08821 CJ1A 56 213 18 1454 08649 CJ5 58 213 18 1454.08947 CJ1 60 213 18 1454 08726 HJ74 62 213 18 1454.08306 HJ7S This dxament has been electrorically igned uvrvi r nvjiw Cv)nafiire. Prinirvi cwieE with3ut an orioinal sgnaturemust to verified asirtothe on%nal electronic version. No.708fi1 STATE OF OF tOdf i w ssioNAi. 08/02/2018 14111H Florida Cel!ificate of Product Approval #FL1999 Printed 8/2/2018 9 58 45 AM Job Number. N333522 Ply 1 SEQN 1631 / T17 SY42 Cust R8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 9 FROM PFH DrwNo 213 18 1454 08258 Truss Label: FT1 KM / PPH 08/01/2018 8'1"8 8'1"8 4" t— 2'6" 2,6„12 --1 2,6„12 --{ TYP) 10'6"10 + 18'8"10 ZY2 8'2" 2'6"12 —}— 2'612 -{ F5'1 4X6 15X3 =4X4 =W=3X4 A B C D E 3X3 4X4 1114X6 F G HI JK 9090 T71 X W V U T S R QP O N M L 15X3 =4X6 =4X4 11115X3 11115X3 11115X3 11115X3 =4X4 =4X6 11115X3 1112X4 W=3X6 Loading Criteria (pso Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure. NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA It NCBCLL 1000 TCDL NA psf Soffit 200 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 T2 4x2 SP #1 Bot chord 4x2 SP #1 B2 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 3X4 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 18'8"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 233 R 939 360 X 1030 / - / - / - / - 7 3 Lu- NA Cs NA VERT(TL) 0 506 F 602 240 J 1013 /- / - / - / - 3 0 Snow Duration. NA HORZ(LL) 0 039 M - - X Min Brg Width Reg = 1 5 HORZ(TL) 0 062 B J Min Brg Width Reg = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings X & J are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 874 Bearing X requires a seat plate TPI Std 2014 Rep Factors Used- Yes Max BC CSI 0 997 Max Web CSI- 0 605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Plate Type(s) Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 02 01A 1115 21 A-B 0 -723 F-G 0 -2720 B-C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) wturnrl lJu/tlur Webs Tens Comp Webs Tens Comp 1 1, ///'/r 4 r, N:•..••••..• A - X 0 - 1008 F - Q A- W 1151 0 Q- G 11 - 564 447 0 W- B 0 -1131 G- N 0 - 675 L B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 -1190 O. 7,08 C T 471 0 M - J 1270 0 T E 0 -618 08/02/2018 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r 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 properly attached rigid ceilingLocations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face _ofPtruss and position as shown above and on the Joinf Details, unless noted otherwise Defer to ALPINE dravnngs16OA-Z for standard plate 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 µ —Co~ truss in conformance with ANSI PI 1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr listingthisc+rawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability 9 and use of this c7 awing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE w al ineitw corn, TPI w t inst or , SBCA www sbcmdust corn, ICC w imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 43939 / T71 SY42 Cust R8975 JRef lWd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RBO1 Qty 1 FROM ROG DrwNo 213 18 1454 09225 Truss Label: FTiG SN / WHK 08/01/2018 811118 107 8 14'9" 18'8°10 8'1"8 2'6" 4'1"8 3'11"10 4"8 r 2'6" 2'6"l2 2,6"12 1'3" 12 11"2 2'6"12 5" TYP) 6X6 15X3 5X5 =6X6 1114X6 W=3X4 1113X4 =6X64X10 L'16X8 A B C D E IF G H I JK T Z T ':P' . wz i2 Z 19.4., IX W V U T S R Q P O N M L 15X3 6X6 5X5 =3X8 1114X6 4X4 =6X8 8X8 W=3X6 18'8"10 18'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Fig NA Ct NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw Rh / RL / W TCDL 1000 Speed NA mph Pf NA Ce. NA VERT(LL) 0 266 E 821 360 X 1176 / - / - 7 3 BCLL 000 Enclosure NA Lu NA Cs- NA VERT(TL) 0 508 E 583 240 J 1563 / - / - I - / - / 3 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 024 M - - X Min Brg Width Reg 1 5 EXP. Des Ld 55 00 HORZ TL 0 033 M J Min Br Width Re9 q 1 5 HMeanHeight NA ft NCBCLL 10 00 g Code / Misc Criteria Creep Factor 2 0 Bearings X & J are a rigid surface TCDL NA psf Soffit 2 00 BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 885 Bearing X requires a seat I9qpate Load Duration 1 00 MWFRS Parallel Dist NA TPI Sid! 2014 Max BC CSI 0 933 Members not listed have forces less than 375# Spacing 24 0 " C8C Dist a NA tt Re Factors Used Yes Max Web CSI 0 687p Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FT/RT 12(0)/l0(0) Chords Tens Comp Chords Tens Comp I NA GCpi NA Plate Type(s) Wind Duration NA WAVE VIEW Ver 17 02 02C 0211 16 A - B 0 -911 F - G 0 -4066 Lumber B-C 0 -2472 G-H 0 -3576 C- D 0- 3556 H- 1 0- 3559 Value Set 13B (Effective 6/1/2013) D - E 0 -4117 1 - J 0 -1484 Top chord 4x2 SP #1 E - F 0 -4068 Bot chord 4x2 SP 2400f-2 OE B1 4x2 SP #2 N B4 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 W21 4x2 SP #2 N Chords Tens Comp Chords Tens Comp Lumber value set "1313" uses design values approved 1/30/2013 by ALSC W - V 1816 0 R - Q 4117 0 V-U 3012 0 Q-P 4127 0 Special Loads U- T 3012 0 P- O 3872 0 Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) T - S 3013 0 O - N 3872 0 TC From 100 plf at 0 00 to 100 plf at 1861 S - R 4105 0 N - M 2847 0 BC From 10 plf at 0 00 to 10 plf at 1830 TC 695 lb Conc. Load at 14.63 Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens Comp Webs Tens Comp All plates are 3X6 except as noted r 4,, A - X 0 -1128 A - W 1346 0 Q - E 135 -404 E P 278 544 Additional Notes f. 'S •• 1% '- y W - B 0 -1368 P - G 462 0 2x6 #3 HEM better N•.• E B - V 992 0 G - N 0 449FIRorcontinuousstrongback Attach to each truss where shown with 3-1 Od Box or S a y ; V - C 0 - 794 H - N 0 - 647 Gun nails (0 128"x3",min ) Strongback material to 708 I C - S 813 0 N - I 1194 0 be supplied by erection contractor O. - S - D 0 -1043 1 --M 0 - 2061 Truss must be installed as shown with top chord up D - R 452 - 89 M - J 2165 0 SAT O COA fS 08/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingrComponentSafetyInformation, by TPI and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to drakmgs 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Bu ildingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u my co~ truss In conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or listing this orrawingg indicates acceptance of ro essiona engineering responsibility solely for the design shown. cover pae The suitability 6750 Forum Drive Forand use of this r7 awing for any structure is tphe responsibility of the Building Designer per ANSIITPI 1 Sec.2.305 SuiteFor more information see this tob's general notes page and these web sites ALPINE www alpineitw corn, TPI w Ipinst org, SBCA w sbondustry com, ICC www iccsafe org Orlando FL, 32821 Job Number. N333522 Ply 1 SEQN 1632 / T9 / SY42 Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 1 FROM HMT DrwNo 213 18 1454 08167 Truss Label- FT1A KM / WHK 08/01/2018 8'1"8 9'8"8 18'5"9 r 8'1 8 1.7„ - F 8'9„1 2'6" 2'6"12 2'6"12 —{ 1 4 8 i 2,6"12 1 2'6"12 __F 10i TYP) 4X6 15X3 =4X4 11115X3 =3X6 5X8 1112X4 A B C D E F G H I J T 1 X W V U T S R Q PO N ML K 15X3 =4X6 4X4 11115X3 11115X3 11115X3 06 1114X6 1112X4 W=3X6 1111 5X3 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 5500 EXP NA Mean Height NA ft NCBCLL. 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24 0 " C&C Dist a NA It 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 Bot chord 4x2 SP #1 B2 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =0 90 / Plate Dur Fac =0 90) TC From 100 plf at 0 00 to 100 plf at 1834 BC From 10 plf at 0 00 to 10 plf at 1834 TC 1550 lb Conc Load at 16 15 TC 328 lb Conc Load at 17 03 TC 247 lb Conc Load at 18 34 Plating Notes All plates are 3X4 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 17'2"15 18' 5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 147 S 999 360 X 976 / - / - / - I - 7 3 Lu NA Cs NA VERT(TL) 0 382 D 877 240 L 3174 / - / - / - / - 5 7 Snow Duration NA HORZ(LL) 0 027 B - - X Min Brig Width Req = 1 5 HORZ(TL) 0 045 L L Min Brig Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings X & L are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 744 Bearing X requires a seat plate TPI Std 2014 Max BC CSI 0 963 Rep Factors Used Yes Max Web CSI 627 Members not listed have forces less than 375# 0 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Plate Type(s) Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 02 01A 1115 21 A - B 0 -679 E - F 0 -2628 B -C 0-1787 F -G 0 -2199 C- D 0- 2444 G- H 0- 1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp W- V 1347 0 Q- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - Q 2502 0 Maximum Web Forces Per Ply (Ibs) tttlulrlrrllrrr r Webs Tens Comp Webs Tens Comp y A- X 0- 955 F- O A- W 1082 0 O- G 0 - 477 494 0yiPr`•. E..••.•: W- B 0 -1061 G- N 0 - 857r G yS • v '. ' B- V 697 0 N- H 946 0ei V C 0 676 H L 0 2428 0.7 0$ 1 C-T 398 0 L - 1 4 I -KT-DR-F 0 -781 396 0" 5 9 08/02/2018 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporarryybracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pry attached rl Id ceilin Locations shown forpermanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3, B7 or 910, as applicabgle App y plates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise Refer to ALPINE draw, igs160A-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 u mv:oMcun truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr listing thisdtawinqindicatesacceptanceofproessionaengineeringresponsibilitty solely for the design shown. The s i'Mability Suite Lake and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2.150 For more information see this lob's general notes page and these web sites ALPINE www alpmeitw Corr, TPI www tpinst org, SBCA www sbanduslry com, ICC www iccsafe org Odando FL, 32837 Job Number: N333522 Ply 1 SEON 1634 / T8 / SY42 Cusl RR8975JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1454 08198 Truss Label: FT1GE KM / WHK 08/01/2018 2 1'2"1 8'00" 10U 1' 4" 2" 8 j S'"10' 1 ii 4" 6'6"14 -{- 76" -- --}—_ 2'6"12 --}-- 27"4 }-- 2'5"8 TYP) F-- 2' 11 • —}- 1'4" -{ TYP) W=3X4 3X4 =3X4 =4X6 =3X6 =4X6 6X6 A B C D E G H I J K LM T 90 r a T 55TT]] 12 tt1 S R O P O N Z Y X W v T =-4X6 =4X6 =3X4 =6X6 1112X4 =3X4 L"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf 1n PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL, 4000 Wind Std NA Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Z 62 / - I - l - I - l 7 3TCDL- 1000 Speed NA mph Pf NA CeNA VERT(LL) 0 048 P 999 360 BCLL 0.00 Enclosure NA Lu. NA Cs NA VERT(TL) 0 191 P 920 240 Z- 510 / - / - / - / - / 108 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 007 O - - L 1335 / - / - / - I - / 3 0 Des Ld 55 00 EXP NA HORZ(TL) 0 017 O Z Min Br Width Re 1 5 gqCode / Misc Criteria NCBCLL1000Mean Height NA ft gCreep Factor. 2 0 PZ Min Brig Width Req = - Soffit 200 TCDL NA psf BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 836 L Min Brg Width Req = 1 5 Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 724 Bearings Z, Z, & L are a rigid surface Bearing Z requires a seat plate Spacing 24 0 " C&C Dist a NA ft Rep Factors Used No Max Web CSI 0 779 Loc from endwall NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 01A 1115 21 Chords Tens Comp Chords Tens Comp Lumber G- H 745 0 J- K 0- 1997 Value Set 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2 OE T1 4x2 SP #1 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens Comp Chords Tens Comp approved 1/30/2013 by ALSC S- R 570 0 O- P 1937 0 Special Loads R- O 1937 0 P- O 2034 0 Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 300 plf at 0 00 to 300 plf at 1615 Maximum Web Forces Per Ply (Ibs) TC From 100 plf at 16 15 to 100 plf at 18 59 Webs Tens Comp Webs Tens Camp BC From 10 plf at 0 00 to 10 plf at 1830 TC 125 lb Conc Load at 0 04 A - Y 0 -412 I - R 1064 0 TC 574 lb Conic Load at 16 15 Y - B 0 - 434 R - J 0 - 1074 tttr++ rl++urrtpyr f PlatingNotesG- S 0 -763 K- O 0- 1521 H 4 y, All are 1 5X3 except as noted ' 11 S - 1 0 - 2089 O - L 1636 0 plates •• 4••• 1 1. 0 Additional Notes 4• E Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens Comp See ANSI/TPI 1 Sect 7 for additional bracing• C requirementsBracingmaterialtobesuppliedbygX 0 -409 E - V 0 -428 erection contractor = ; O. D - W 0 • - 390 Truss must be installed as shown with top chord up SAT O . Q COAT1orvat 1# Mw„*"+*+* 08/ 02/201 s 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide bracing BCSI Unless have sheathing bottom chord shall temporary have a pernotedotherwise,top chord shall properly attached structural and attached rigid telling Locations shown for permanent lateral restraint of webs shall have bracingq installed per SCSI sections properly B3, 87 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the µ ro,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g listing this drawingq indicates acceptance of pro) essionaf engineering responsibility solely for the design shown. or cover page, , 2400 Lake Orange Dr ThesuitabilitySuiteLake and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSIrfPI 1 Sec.2.150 Far more information see thisjob's general notes page and these web sites ALPINE www al inedw corn, TPI www tipinst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1635 / T6 / SY42 Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty. 5 FROM RDG D.N. 213 18 1454 08197 Truss Label: FT2 KM / WHK 08/01/2018 6'10"8 8'8" 1 15'6"8 6'10"8 7 1'9"8 r 6'10"8 1 F 2'6" 2'6"12 — + 1'4"8 —{ f— 1'4"8 2,6"12 { T'P) 4X6 = 4X6 1.5X3 1111 5X3 1111 5X3 =1 5X3 A B C D E F G H T SO 1 1 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category. NA EXP NA Des Ld 55.00 Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA It 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 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes Ail plates are 3X4 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 III2X4 15'6"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf NA Ce NA VERT(LL). 0 117 D 999 360 S 841l- Lu NA Cs NA VERT(TL) 0 240 D 999 240 J 841 Snow Duration NA HORZ(LL) 0 024 K - - S Min Brg Width Req = 1 5 HORZ(TL) 0 036 B J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings S & J are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 587 Bearings S & J require a seat plate TPI Std 2014 Max BC CSI 0 812 W 73 73 Rep Factors Used Yes Max Web CSI 0 434 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 A-B 0 -572 E -F 0 -1920 B-C 0 -1455 F-G 0 -1455 C -D 0-1920 G-H 0 -572 D -E 0 -1926 DOE gfi 00 a. 7.08 1 a SAT O 08/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp R-Q 1132 0 N-M 1772 0 Q- P 1772 0 M- L 1772 0 P-0 1772 0 L -K 1132 0 O-N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - S 0 - 822 N - F 453 49 A-R 912 0 F -L 0 489 R-B 0 -890 L-G 512 0 B-Q 512 0 G-K 0 890 Q-C 0 -489 K-H 912 0 C - 0 453 - 49 H - J 0 822 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to ALPINEdraw.rgs 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the u rr co eurrtrussinconformancewithANSIIPI1, or for handlingq,, shipping, installation and bracing of,trussesA seal on this dr wing or cover pa e , . 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTesslonarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisc7awingforanystructureisfheresponsibilityoftheBuildingDesrgrSerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1636 / T4 / SY42 Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM ROG DrwNo 213 18 1454 09211 Truss Label: FT2GE KM / WHK 08/01/2018 1191, 1'2"1 L 157" 9 I r 1274 1f 1 13'5"12— 211.. —}— 14" —1 TYP) 3X4 1112X4 A B C D E F G H I J K LM T 1 Loading Criteria (psi) Wind Criteria TCLL. 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II EXP C Des Ld 5500 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Soffit 200 BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0" C&C Dist a 3 00 It Loc from endwall Any GCpi 0 18 Wind Duration 1 00 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 " 13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the building designer Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 291 plf at 0 00 to 350 plf at 5.88 TC From 387 plf at 5 88 to 387 plf at 942 TC From 350 plf at 9 42 to 291 plf at 1529 BC From 10 plf at 0 00 to 10 plf at 1529 TC 324 lb Conic Load at 0 04,15 29 Plating Notes All plates are 1 5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce. NA VERT(LL) 0 002 B 999 360 0' 382 / 31 / 31 /- / - Lu NA Cs NA VERT(TL) 0 008 B 999 240 Wind reactions based on MWFRS Snow Duration NA HORZ(LL) 0 001 AA - - 0 Min Big Width Req = - HORZ(TL) 0 002 AA Bearing AA is a rigid surface Code / Misc Criteria Creep Factor 2 0 Bearing AA requires a seat plate Bldg Code FBC 6th ed 201 Max TC CSI 0 424 186 TPI Std. 2014 Max BC CSI 0 030 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI 0 257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens CompFTIRT20(0)/10(0) Plate Type(s) A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver 17 02 01A 1115 21 1 wow•.• w / aw 0.708 1 SAT ' Qi a V COA #tf A4&'NfN 08/02/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens Comp C - Y 72 - 431 H - T 67 482 D - X 67 - 440 I - S 67 445 E - W 67 - 477 J - R 69 424 F-V 67 -518 K -Q 81 434 G - U 67 - 519 L - P 58 386 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (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 propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or 810, as applicable App y plates to each face ofttruss and position as shown above and on the Joini9Details, unless noted otherwise Defer to ALPINE drawings160A-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 µi-woo,,,r, truss in conformance with ANSI/I PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listingthisdtawinqindicatesacceptanceofpro)essionar engineering responsibility solely for the design shown. The suiTability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 S-ec.2. For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 32324 / T10 / SY42 Cusl RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 3 FROM RDG DrwNo 213 18 1454 09336 Truss Label: FT3 KM / WHK 08/01/2018 L 6'10"8 8'5"12 152"12 6' 10"8 1 17-4 69" 8 2,6..-----4---- 2'6"12--I-1'4"8 -I I- 1'4"8 2'6"12 —{ NP) 4X6 15X3 =3X3 =3X4 III1.5X3 1111.5X3 =3X4 =3X3 =4X6 A B C D E F G H T SO 1g,4 a n o n Ni nn I k I 11 15X3 =4X4 =3X3 11115X3 =3X3 =3X3 1111.5X3 =3X3 =4X4 1112X4 1112X4 15'2"12 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Sid NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 55 00 EXP NAKzt NA Mean Height NA It NCBCLL 1000 TCDL NA psf Soffit 200 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 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 115 E 999 360 Loc R+ I R- I Rh I Rw / U / RL R 831/- Lu NA Cs NA VERT(CL) 0157 E 999 240 Snow Duration NA HORZ(LL) 0 023 J - - 1 831I- HORZ(TL) 0 033 B Creep Factor 2 0 R Brg Width = 7 2 Min Req = 1 5 1 Brg Width = 3 5 Min Req = 1 5Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 512 Bearings R & I are a rigid surface TPI Sid 2014 Max BC CSI 0 769 Bearing R requires a seat plate Rep Factors Used Yes Max Web CSI 0 428 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) VIEW Ver 17 02 02C 0211 16 A - B 0 - 564 E - F 0 - 1875 B-C 0-1430 F -G 0 -1430 WAVE C- D 0 -1875 G- H 0 - 562 D -E 0 -1880 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp O-P 1116 0 M-L 1738 0 P- O 1738 0 L- K 1738 0 O-N 1738 0 K -J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Mtu+affrµtrr, A- R 0 -812 M- F 425 -59 A-Qhi iy O - B 8 0 - 876 K - G 500 4700 1 B - P 499 0 G - J 0 -878 1`` E ' P - C 0 - 476 J - H 896 0 f • ' C - N 425 - 59 H - 1 0 - 807 o. T08 1 S AT O COA M24; ONAL r l/IHiNN7 n 08/02/2018 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 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for satPety practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rl id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin Insalled per BCSI sections B3, B7 or 810, as applicable. App y plates to each face of ttruss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINE drawings160A-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 ANSIl1 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 6750 Forum Drive listingthisdrawingqindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The su,Ability Suite 305 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipinedw, com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N333522 Ply 1 SEQN 32323 / T38 / SY42 Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1454 09366 Truss Label: FT3G KM / WHK 08/01/2018 5'6" 5'6" 7'3"4 11'3" 1'9"4 1 3'11"12 15'2"12 3'11"12 10"4 i i 4"$ 1'212 TYP) 4X6 1111 5X3 15X3 =4X4 =3X4 1111.5X3 1113X4 =4X10 11106 =6X6 A B C D E F G H I T z SO 5Yzg,4„ R Q P O N M L K J. 15X3 =4X6 =4X4 1113X4 =3X3 1114X4 =5X8 =5X5 Loading Criteria (psf) TCLL 4000 TCDL. 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL10 00 Soffit 200 Load Duration 1 00 Spacing 24 0 " Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NAKzt NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C& C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set' 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od 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 15' 2"12 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct NA CAT NA Pf NA Ce NA Lu NA Cs NA Defl/ CSI Criteria PP Deflection in loc L/defl U# VERT( LL) 0 291 O 602 360 VERT( CL) 0 400 O 438 240 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL S 1082/- Snow Duration NA HORZ(LL) -0 030 1 - - J 1564/- HORZ( TL) 0 042 1 Creep Factor 2 0 S Brg Width = 7 2 Min Req = 1 5 J Brg Width = 3 5 Min Req = 1 5 Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 882 Bearings S & J are a rigid surface TPI Std 2014 Max BC CSI 0 934 Bearing S requires a seat plate Rep Factors Used Yes Max Web CSI 0 896 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp. Plate Type(s) WAVE VIEW Ver 17 02 02C 0211 16 A - B B- C C - D D - E i i o. 708 1 a SAT O coA # 6s/ANAL i1 yM r hra+n+aua+n 08/ 02/2018 0 - 760 E - F 0 - 3284 0 - 2060 F - G 0 - 2037 0 - 2798 G - H 0 - 2037 0 - 2807 H -1 0 - 1182 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp R- Q 1490 0 N- M 3208 0 Q- P 2781 0 M- L 3208 0 P- O 2798 0 L- K 1299 0 O - N 3198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A- S 0 -1068 O- E 177 - 649 A- R 1210 0 F -L 0 -1680 R - B 0-1159 L -H 1521 0 B- Q 905 0 H- K 0- 1447 Q- C 0-1145 K - 1 1881 0 C- P 418 0 1-1 0 -1540 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached rIqid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin mslalled per BCSI sections B3, B7 or 910, as applicable Apply lates to each face or truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for stpandard 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 s mvconp— truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive listing thisdrawingindicatesacceptanceofproesstonaengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite Fos and useofthisdrawingforanystructureispe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this yob's general notes page and these web sites ALPINE www alpinedw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32821 Job Number. N333522 Ply 1 SEON 1639 / T57 / SY42 Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 2 FROM RDG DrwNo 213 18 1454 08665 Truss Label: FT4 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL. 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " 6'10"8 I 9'3"12 14'10"12 6'10"8 2'5"4 57' r 1 2,6" 2'6"12 _ _—{'_ 1'4"8 yi NP) 4X6 1 5X3 = 3X4 III 1 5X3 A B C D Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP. NA Mean Height NA ft TCDL NA psf BCDL. NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA 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 #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 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf. NA Ce, NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std- 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s) WAVE 14'10"12 E, DeFl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0159 D 999 360 VERT(TL) 0 349 D 678 240 HORZ(LL) 0 035 B - - HORZ(TL) 0 055 B Creep Factor 2 0 Max TC CSI 0 849 Max BC CSI 0 828 Max Web CSI 0 456 VIEW Ver 17 02 01A 1115 21 8 1114X6 FG HI 3" T 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 817 /- I- /- /- /7 3 H 804 I- I- l- l- /35 R Min Brg Width Req = 1 5 H Min Brg Width Req = 1 5 Bearings R & H are a rigid surface Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 552 E- F 0 -1482 B -C 0 -1396 F-G 0 -596 C -D 0 -1783 G-H 0 -641 D -E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Q- P 1093 0 N- M 1789 0 P- O 1700 0 M- L 1785 0 O-N 1700 0 L -K 1198 0 Additional Notes Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or A - R 0 - 798 C - N 410 - 110 Gun nails (0 128"x3",min ). Strongback material to be supplied by erection contractor rlr A rr a rti'ry A - Q 881 0 Q - B 0 - 858 B - P 482 0 E - L 0 - 575 L - F 461 0 F - K 0 884 Truss must be installed as shown with top chord up i ` ••..••••••• t / P -C 0 -468 K-H 958 0 GE ar 0. 708 1 SAT O • Q r 1..QNaL NG, coA 06 08/02/2018 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 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 sheathin and bottom chord shall have a propperly attached rind ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810 as applicab-le. Apply plates to each face or truss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to' ALPINE 1401 draw7ngs 160A-Z for standard plate positions Alpine, a division of ITW Build i nl Components Group Inc shall not be responsible for any deviation from this drawin an ' failure to build the µR r M,,,,. truss in conformance with ANSI TPI 1, or for handllnq, shipping, installation and bracing of trussesA seal on this drowir5g or cover page , . 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisgnawingforanystructureisp e responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tipinst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1640 / T7 / SY42 Cust RR8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RI301 Oty 5 FROM ROG DrwNo 213 18 1454 08931 Truss Label, FT5 KM / WHK 08/01/2018 TT 00 1 T 5L 5'6" 7'3"4 L 11'4"12 5'6" 1944 i 4'1"8 2,6„ lYP) 1ii 3X6 = 3X4 1.5X3 3X4 = 3X4 III 1 5X3' = 3X4 =1 5X3 A B C D E F N M L K J I H ZYd =ZYd IIIi rX3 =ZYd =ZYd 1 5X3 "' ' ", 1112X4 1112X4 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA tt NCBCLL 1000 TCDL NA psf Soffit 200 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 42 SP #2 N Bot chord 4x2 SP #2 N Webs 42 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes 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 11'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W N 620 / - / - / - I - / 7 3PfNACeNAVERT(LL) 0 079 C 999 360 Lu NA Cs NA VERT(TL) 0 173 C 999 240 H 607 / - / - / - I - / 3 5 Snow Duration NA HORZ(LL) 0 021 B - - N Min Brg Width Req = 1 5 HORZ(TL) 0 033 B Creep Factor 2 0 H Min Brig Width Req = 1 5 Bearings N & H are a rigid surfaceCode / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 612 Bearing N requires a seat plate TPI Std 2014 Max BC CSI 0 758 Rep Factors Used Yes Max Web CSI 0 300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)I10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) VIEW Ver 17 02 01A 1115 21 A -B 0 -394 D -E 0 -994 B-C 0 -917 E -F 0 -381 WAVE C -D 0 -1001 ri s' le o. 7,08 1 e 1 coy' ..' ONAI. 08/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp M -L 779 0 K -J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-N 0 -602 E - 1 0 -618 A- M 629 0 1- F 606 0 M-B 0 -612 F-H 0 -557 J - E 445 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r 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 properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or p10, as applicable AppTy plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build inlg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the-McoM.u+r truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite t50anduseofthisdrawingforanystructureisperesponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbondustry com, ICC www iccsafe org Odando FL, 32837 Job Number: N333522 Ply 1 SEQN 1642 / Tt / SY42 Cust RR8975JRef 1Wd589750109 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RB01 Qty 10 FROM ROG Dnallo 213 18 1454 08617 Truss Label: FT7 I KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " T J— ib 1 —F 5'6" 5'6" 4' 2,6„ TYP) 7' 1 "2 11'4"10 17 2 4,3"8 1a_ -e1 Si 3X6 =3X3 1.5X3 = 3X4 = 3X4 III 1 5X3 = 3X3 III 3X6 A B C D E F GH O N M L K J I ZVA —ZYA 11111 rVZ —ZVA —ZYA ill SYZ 1 5X3 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA 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 See ANSI/TPI 1 Sect 7 for additional bracing requirements Braong material to be supplied by erection contractor Truss must be installed as shown with top chord up 11'4"10 3- T i17 T Snow Criteria (Pg,Pf In PSr) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 078 L 999 360 0 626- Lu NA Cs NA VERT(TL) 0 157 C 999 240 G 609- Snow Duration NA HORZ(LL) 0 018 B - - O Min Brg Width Req = 1 5 HORZ(TL) 0 029 B G Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings 0 & G are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 643 Bearing 0 requires a seat plate TPI Std 2014 Max BC CSI 0 705 72 30 Rep Factors Used Yes Max Web CSI 0 320 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. Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 A - B 0 - 399 D - E 0 - 1025 B- C 0- 933 E- F 0 - 403 C-D 0 -1031 F-G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp N-M 788 0 L -K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- O 0- 609 K- E 381 0 A- N 637 0 E- J 0 - 642 N -B 0 -618 J -G 672 0 08/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricatin , handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingionentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyledriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910 plicabgle Appy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise Defer to ngs 160A- Z for standard plate positions a division of ITW BuildinlgComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , g this drawing indicates acceptance of ro) essionar engineering responsibility solely for the design shown. The suitability use ofthisdrawing, forany structure is tphe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. AL NE IllICAwP 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1643 / T13 / SY42 Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Oty 1 FROM ROG Dr vNo 213 18 1454 08337 Truss Label FT7GE KM / WHK 08/01/2018 1'9" 2' 11" 12 5'3" 2 6-9.2 8'4" 2 11'1 "2 1'4" 14 1'9" 1.2"12 2'3"6 1'6" 17- 2'9,. "12 1'2"12 9"14 17„8 '1 f— ---{ I" 1,3., 17, 17-2 'i f' 1'2"6 — 4X4 A B C 1114X4 III3X4 D E F 3X33X3 1:13X6 =6X6 G H I J K T s T 3 1 5-12 1 P 0 N M L T S R O III4X4 6X6 1112X4 —3X4 C- 53"14 61„ Loading Criteria (psq Wind Criteria TCLL. 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II EXP C Des Ld 55 00 Mean Height 15 00 ft NCBCLL 1000 TCDL. 4 2 psf Soffit 200 BCDL 3 0 psi Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 It Loc from endwall Any GCpi 0 18 Wind Duration 1 00 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 291 plf at 0 00 to 350 plf at 588 TC From 387 plf at 5 88 to 387 plf at 11 28 BC From 10 plf at 0 00 to 10 plf at 1097 Plating Notes All plates are 1 5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design 11'4"14 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf, NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s) WAVE Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing _ requirements Bracing material to be supplied by erection contractor Provide for complete drainage of roof Truss must be installed as shown with top chord up Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 053 N 999 360 VERT(TL): 0 213 N 554 240 HORZ(LL) -0 011 J - - HORZ(TL) 0 026 J Creep Factor 2 0 Max TC CSI 0 881 Max BC CSI 0 908 Max Web CSI 0 760 Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W T` 316 /29 /30 /- I- /607 P 1158 199 /95 /- I- /64 J 1330 / 112 1102 / - / - / 3 2 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1 5 J Min Brg Width Req = 1 5 Bearings T, P, & J are a rigid surface Bearings T & P require a seat plate Members not listed have forces less than 375# VIEW Ver 17 02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp E - F 220 -1200 H - 1 211 - 1099 F - G 226 -1233 1-1 204 - 1069 G - H 205 -1076 08/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P - O 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - T 119 - 655 E - O 1239 - 214 A - S 576 -117 O - F 135 - 824 S - B 116 - 453 M - J 1597 - 305 P - E 203 - 1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens Comp C - R- 94 - 425 1 - M 184 - 913 D - Q 80 - 444 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (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 sheathinq and bottom chord shall have a properlyattachedrl44idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsections53, B7 or 910, as applicable AppTy plates to each face o ttruss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to ALPINEdrawmgs160A-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 µi, co,,,,fr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Or listingthisdrawing,indicates acceptance of professionar engineering responsibility solely for the design shown. The suiCability Suite 150 anduseofthisawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE w al ineitw corn, TPI w t inst or , SBCA w sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 32303 / T3 / SY42 Cust RR8975JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 2 FROM PFH DrwNo 213 18 1454 09337 Truss Label, FT6 KM / WHK 08/01/2018 5'6" 7'3" 4 11'4" 8 r 5,6„ 1,9„4 '' 4'1„4 i 8 2,6„ 1,1„ 5"8 f "{ NP) 3X6 3X3 1 5X3 3X3 3X3 III 1 5X3 1113X4 1113X6 A B C D EF GH T T512 10,g„ co J9,4„ 1\21 r O N M L K J I 15X3 3X4 3X3 1111.5X3 1113X4 3X4 1111.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NAKzt NA Des Ld 5500 Mean Height. NA ft NCBCLL 10 00 TCDL NA psi Soffit 200 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 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes 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 11'4"8 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 087 L 999 360 Loc R+ / R- I Rh / Rw / U / RL Lu- NA Cs NA VERT(CL) 0 130 C 999 240 O 625l- Snow Duration NA HORZ(LL) 0 022 B - - H 609 I- /- /- /- /- HORZ(TL) 0 034 B O Brg Width = 7 3 Min Req = 1 5 Code / Misc Criteria Creep Factor 2 0 H Brg Width = 3 3 Min Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 680 Bearings O & G are a rigid surface TPI Std 2014 Max BC CSI 0 747 Bearing O requires a seat plate Rep Factors Used Yes Max Web CSI 0 320 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02C 0211 16 A - B 0 -398 D - E 0 - 1013 B -C 0 -929 E -F 0 -410 C -D 0-1019 F -G 0 -449 1i3L1)r%I1JE:: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp N-M 786 .0 L -K 1019 0 M -L 1021 0 K -J 861 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp A- O 0- 607 K- E 398 0 A- N 635 0 E- J 0 - 654 N -B 0 -617 J -G 672 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, handlin 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 propperly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildinccL 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 seal on this drawing or cover page, , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpprolessionarengineeringresponsibilitysolelyforthedesignshown. The su,Tability Suite FosanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIrfPI1Sec.2. For more informabon see thisjob's general notes page and these web sites ALPINE v "alpineitw corn, TPI www t inst or , SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32821 Job Number. N333522 Ply 1 I SEQN 32318 / T2 / SY42 Cusl R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM PFH DrwNo 213 18 1454 09257 Truss Label: FTS KM / WHK 08/01/2018 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Kzt NA DDes Ld. 55 00 Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 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 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 3' 10"8 qq, 1'10"4 i 3'4"4 3',5" 12 r' 1_''8 1'10"4 1'6" '8 3" 1'3.12 --{ ir' 1_ l f i 1111 5X3 III3X6 1113X6 =3X3 1112X4 A B C D E F r in 9" m J I H G 11115X3 =3X3 11115X3 1112X4 r_-_ 4.1,.8 -- i Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL). 0 105 C 424 360 VERT(CL) 0 143 C 310 240 HORZ(LL)-0 089 G - - HORZ(TL) 0121 G Creep Factor 2 0 Max TC CSI 0 702 Max BC CS] 0 520 Max Web CSI' 0 028 VIEW Ver. 17 02 02C 0211 16 08/02/2018 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 218I- G 232I- A Brg Width = 3 5 Min Req = 1.5 G Brig Width = 3 5 Min Req = 1 5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# 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 BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, asapplicable. Apply plates to each face of truss and position as shown above and on the Joinf'Detalls, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildmcL1Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the o , truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 6750 Forum Drive listing this drawing, indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability, Suite 305 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesigrierperANSUTPI1Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N333522 Ply 1 SEON 32320 / T20 / SY42 Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 1 FROM PFH DrwNo 213 18 1454 09289 Truss Label FT8G KM / WHK 08/01/2018 17 8 3'5" i 5'0" 8 11 V7" 8 1'9"8 17 8 j 1'3"12 —{ F3'i I-- 1'3"12 ---{ Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " 4X6 1113X3 1113X3 =4X6 A B C D T nrMQ 9'4„ 1 H G F E 4X4 =4X4 III2X4 1112X4 c S 8 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP. NAKzt NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA It 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 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 035 C 999 360 Loc R+ I R- I Rh / Rw / U I RL Lu NA Cs NA VERT(CL) 0.049 C 999 240 H 1007(- Snow Duration NA HORZ(LL) -0 007 D - - E 985l- HORZ(TL) 0 009 D H Brg Width = 4 0 Min Req = 1 5 Code / Misc Criteria Creep Factor 2 0 E Brg Width = - Min Req = - Bldg Code FBC 6th ed 201 Max TC CSI 0 790 Bearing H is a rigid surface TPI Sid 2014 Max BC CSI 0 405 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI 0 543 Maximum Top Chord Forces Per Ply (Ibs) Chords FTIRT 12(0)/10(0) Tens Comp Chords Tens Comp Plate Type(s) A- B 0 -790 C- D 0 -788 WAVE VIEW Ver 17 02 02C 0211 16 B - C 0 -829 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp G - F 829 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-H 0-1002 C -F 0 -831 A-G 1140 0 F -D 1137 0 G-B 0 -791 D -E 0 -946 o. 708 1 o• SAT r 0 • 6C , COA aiVAl. 08/02/2018 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 shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rlqid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicabgle Applgy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Defer to ALPINEdrawngs160A-Z for standard plate positions Alpine, a division of ITW Build i nlg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µin pi,,y,,,,, truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , . 6750 Forum Drive listing this drawing indicates acceptance of pro) essionaf engineering responsibility solely for the de si n shown. The sp.Mability Suite Fosanduseofthis [pawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbundustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N333522 Ply 1 SEQN 1645 / T73 / SY42 Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1454 08883 Truss Label: FT10G KM / PPH 08/01/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL- 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA 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 Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 4 pit at 0 00 to 4 plf at 400 BC From 10 pit at 0 00 to 10 plf at 400 TC 804 lb Conc Load at 0 15, 0 34, 2 15 Additional Notes Truss must be installed as shown with top chord up 1 17'8 1 2'47 1 3'11' 15 f 1'78 1 8"15 ' 17'8 1'3"12 F3i 1.3„12 4X6 III2X4 1112X4 = 3X6 A B C D H G F E 4X4 =4X4 1112X4 i- 3'11"15 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 023 C 999 360 VERT(TL) 0 042 C 999 240 HORZ(LL) -0 009 D - - HORZ(TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 860 Max BC CSI 0 319 Max Web CSI 0 384 VIEW Ver 17 02 01A 1115 21 4 •......; 1%, 0.708 1 0 SAT 0 ; c r' (,1C' t COA IN AL EN 08/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 2O08 /- /- /- /- /4 0 E 505 /- /- /- /- / - H Min Brg Width Req = 1 5 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A -B 0 -416 C -D 0 -415 B - C 0 - 438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-H 0 -2011 C -F 0 -475 A- G 692 0 F- D 597 0 G-B 0 -450 D -E 0 -468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rlgld ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Defer to ALPINEdrawings160A-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 . Co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Orlistingthisd'rawin indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The sui abilityanduseofthisgnawingforanystructureis pro) responsibility of the Building Desigrier per ANSI[TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1585 / T37 / COMN Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB0l Oty 8 FROM PFH DrwNo' 214 18 0921 25429 Truss Label: Al KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 10" 14 7'10"14 1'+ 10, 10' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 24 19 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall not in 4 50 ft 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 #1 B2 2x6 SP #2 N Webs 2x4 SP #3 W2, W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3. Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C' member design 15' 22' 1"2 T1"2 T1"2 5X5 D Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Slid 2014 Rep Factors Used- Yes FT/RT 20(0)110(0) Plate Type(s) WAVE 30' 10, 20' Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0126 H 999 360 VERT(TL) 0 438 H 999 240 HORZ(LL) 0 046 H - - HORZ(TL) 0103 H Creep Factor 2 0 Max TC CSI 0 936 Max BC CSI 0 798 Max Web CSI 0 668 VIEW Ver 17 02 01A 1115 21 o. 708 1 0 t COA ' a ONAL 08/02/2018 30' T10"14 10, 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1643 / 704 / 1025 / - / 287 / 4 0 F 1643 / 704 / 1025 / - / - / 4 0 Wind reactions based on MWFRS B Min Big Width Req = 1 9 F Min Big Width Req = 1 9 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1115 - 2701 D - E 1140 - 2425 C - D 1140 - 2423 E - F 1115 - 2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 2289 - 852 H - F 2291 - 852 1- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 398 - 513 D - H 902 - 422 1 - D 900 - 422 H - E 398 - 513 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r sashipping, practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10 as applicab aApp y plates to each face oftrussand position as shown above and on the JolnfDetails, unless noted otherwise Refer to'ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Build incLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µrVC0~ truss in conformance with ANS11 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listing thisdrawingqindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suiTabiIity 2400 Lake and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite For more information see thisjob's general notes page and these web sites ALPINE w al ineitw com, TPI www t inst or , SBCA www sbondustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1586 / T36 / HIPS Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RB01 Qty 2 FROM ROG DrwNo 213 18 1454 08400 Truss Label: A2 SN / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Lumber 6'7" 67' 10, 10, Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 69 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h to 2h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 B2 2x6 SP #2 N Webs 2x4 SP #3 W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC 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 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design 13' 17' 23'5" 30' 65" ' 4' 1 65" 67, 4X10 =5X8 D E Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Nf Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT-20(0)/10(0) Plate Type(s) WAVE 30' 10, 20' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0127 1 999 360 VERT(TL) 0 449 1 999 240 HORZ(LL) 0 053 1 - - HORZ(TL) 0120 1 Creep Factor 2 0 Max TC CSI 0 841 Max BC CSI 0 831 Max Web CSI 0 258 VIEW Ver 17 02 01A 1115 21 X c se yrri ti i 0. 708 a SAT 0 r . COA a a ONAL 08/02/20 t 8 19 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 1308 / 1030 / - / 254 / 4 0 G 1631 /308 /1030/- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Reg = 1 9 G Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1040 - 2703 E - F 971 - 2359 C - D 970 - 2330 F - G 1039 - 2732 D - E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2309 - 796 1 - G 2334 - 824 J - 1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 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 (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted oyherwise,top chord shalt have properly attached structural sheathing and bottom chord shall have a pro peflyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 87 or 910, as applicable Apply plates to each face ofptruss and position as shown above and on the Join -Details, unless noted otherwise Refer to drawmgs 160A-Z for standard plate positions nne, a division of ITW BuildirhComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the ss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e.. ling this dYawinq indicates acceptance of professionar engineering responsibility solely for the design shown. The sui ability duseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPl 1 Sec.2. more information see this job's general notes page and these web sites ALPINE www aipineitw com; TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe ALPINE w, nw cavrury 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1587 / T35 / HIPS Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB0l Oly 2 FROM ROG DrwNo 213 18 1454 08852 Truss Label: A3 KM / WHK 08/01/2018 11' 19, 24'5" 30' i' 8' '{' 5,5„ 57' ' r SSD0514 =SSE 14 T2 12 6 -4X4 W 4X4 o C a) Zo o F ihio B G se A H y 6X8(B3) -H 510 =H0510 6X8(B3) 30' 1' 10, 10, 10' 1' 10' 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 124 1 999 360 B 1599 / 437 / 1029/ - / 220 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 446 1 999 240 G 1621 / 437 / 1029/ - /- / 4 0 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0 056 1 - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0 129 1 B Min Brg Width Reg = 1 9 NCBCLL 10 00 Mean Height 23 19 ft Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Reg = 1 9 Soffit 000 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 865 Bearings B & G are a rigid surface BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 839 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 199 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s): Wind Duration 1 60 WAVE, HS, 18SS VIEW Ver 17 02 01A 1115 21 B - C 1069 - 2660 E - F 972 - 2355 Lumber C - D 972 -2301 F - G 1068 -2711 D -E 933-1913 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 B - J 2273 -829 I - G 2318 -856 Lumber value set "1313" uses design values J - 1 1952 -635 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens Comp Webs Tens Comp a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun J - D 502 -134 E - 1 503 - 123 nails(0 113"x2 5",min ) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor Aptnleluu i/• / a) or scab reinforcement may be used in lieu of CLRrf for restraintsubstitute (1) scab (1) CLR and (2)/,, i, scabsfor (2) CLR'S where shown Scab ••....., ' 1/ reinforcement to be same size, species, grade, and `/ ' E 80% length of web member Attach with 0.128x3" gun ` y C StG` •. nails @ 6" oc 3 Loading = O, 708 1 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide 'k ; : r clearance • Wind , a•• SAT 0 • Wind loads based on MWFRS with additional C&C© ; Irr member design t1 ••.•••„•...•G . AL COAa/ON Mrorwnsnfwl'. 08/ 02/2018 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 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 have bottom have bracngperBCSIUnlessnotedotherwise,top chord shall properly attached structural sheathing and chord shall a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ , truss ANSI71 PI 1, for handling, bracing trussesA this drawi inconformancewithorshipping, installation and of seal on g listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. thisgnawingforisthetheDesigrferANSI/TPI 1 Sec.2. or cover page .. 2400 Lake Orange Dr Thesui£ability 2400 Lake Suite anduseofanystructureresponsibilityofBuildingperFor more information see thisjob's general notes page and these web sites ALPINE www al inedw com, TPI www t inst or , SBCA www sbandustry corn, ICC www imsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1588 / T34 / HIPS Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Qty 2 FROM RDG DrwNo 213 18 1454 08742 Truss Label: A4 KM / WHK 08/01/2018 5'11" 9' 15' 21' 30' r 5'11" Tl 6' 6' 3'124'1" + { 4X6 = 4 X4 e 4X6 D E F 12 2X4 Z 6 C t0 O N it) 1 B N H A I 1y6 4X6(B2) = 5X8 = 5X8 4X6(B2) 30' 1' 10, i 10 1 10 11 1 10, ' T 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 124 E 999 360 B 1548 / 440 / 1022/ - / 187 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 475 E 999 240 H 1548 / 440 / 1022/ - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 048 J - - Wind reactions based on MWFRS C HORZ(TL) 0 117 JDesLd4700 B Min Brg Width Req = 1 8 MeaMean Height 22 69 ft Code / Misc Criteria CreepFactor 2 000 H Min Brg Width Req = 1 8 SoffitNCB0 TCDL 4 2 psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 782 Bearings B & H are a rigid surface 9gLoad Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 806 Members not listed have forces less than 375# Spann 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 340 gMaximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02.01A 1115 21 B - C 1080 - 2524 E - F 989 - 2053 C - D 997 -2199 F-G 997 -2199 Lumber D - E 990 - 2053 G - H 1079 - 2524 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 B - K 2147 -832 J - H 2147 -860 Lumber value set "136" uses design values K - J 2322 - 872 approved 1/30/2013 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 D - K 626 -251 J - F 626 -251 glili{ tr O' o. 708 1 SAT O A' • C.f NA COA #o'v, 08/ 02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide bracing BCSI Unless have bottom chord shall temporary have a pernotedotherwlse,top chord shall properly attached structural sheathing and attached rlapid cellin9 Locations shown for permanent lateral restraint of webs shall have bracinq Installed per BCSI sections properly B3, B7 or B10 k asapplicableAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE 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/PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listingthisdfawinqqindicatesforthedesignshown. The sui ability Lake acceptanceofpro) essionar engineering responsibility solely and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 SuiteFor more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA v sbcindustrycorn,ICC wwwiccsafeorg Orlando FL, 32837 Job Number' N333522 Ply 1 SEQN. 1589 -/ T25 / SPEC Cusl RR8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RB0l Oily 1 FROM PFH DrwNo 213 18 1454 08790 Truss Label: A5G KM / WHK 08/01/2018 7' 15' 23' 30' 7' 8' 8' 7' SS0712 1113XB 8X10 C D T2 E 12 16 a) (a) 4X6(C1) m P =5X5(CB) W2 T3 r 4X8(C8) E) 6 F v y6 A u G K 1 1AX8 SS1017 III2X4=4X4(C1) 30' 16'10"4 8'1"12 8'1"12 6'10"4 1' 610" 4 + 15' + 23'1"12 30, Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 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 1700 Speed 150 mph Pf NA Ce NA VERT(LL)- 0 226 D 999 360 K 3881 / 2033 I - / - / - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 849 D 663 240 F 2897 / 1290 / - / - I - / 4 0 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL). 0 039 C - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0 093 C K Min Brg Width Reg = 3 2 Mean Height 22 19 ItNCB 00Code / Misc Criteria CreepFactor. 2 0 F Min Brg Width Reg = 2 4 TCDL 4 2 psf Soffit 0 Soffit000 gCDL 5 0 psi Bldg Code FBC 6th ed 201 Max TC CSI 0 928 Bearings K & F are a rigid surface ggLoad Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 571 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 655 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 144 OO FT/RT 20(0)110(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, 18SS VIEW Ver 17 02 01A.1115 21 B - C 3760 - 7769 D - E 4104 - 9211 C - D 4107 - 9214 E - F 2436 - 5479 Lumber Wind Value Set 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE T2 2x8 SP Additional Notes Chords Tens Comp Chords Tens Comp 2400f- 2 OE T3 2x4 SP #1 WIND LOAD CASE MODIFIED' B - J 6883 -3260 1 - H 4825 -2129 Bot chord 2x8 SP 2400f-2 OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 W2 2x4 SP #2 N W4 2x4 SP 2400f-2 OE Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values gWebs Tens Comp Webs Tens Comp approved 1/30/2013 by ALSC J - C 945 - 306 D - 1 865 - 1208 Bracing C - 1 2580 -1117 1 - E 4784 - 2153 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 by yp,„n t udlrhrr f'14,,r 14,1- HsupporterectioncontractorP a) or scab reinforcement may be used in lieu of CLR y`}•.•+"•••••.• restraintsubstitute (1) scab for (1) CLR and (2)v AGE S • y 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 i Q T481. nails@6" oc Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) SAT O TCFrom78plfat -1 00 to 78 plf at 31 00 10F i BC From20plfat000to20plfat3000ip • r f v TC 562lbConcLoadat703TC250 lb Conc Load at 9 06,11.06,13 06 I 4 t •+ r BC 574 lb Conc Load at 7 03 BC 136 lb Conc Load at 06,13 06 j • 0 ALCOA40t-,q 26,11BC1lb Conc Load at 14 08/02/2018 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 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Information, TPI SBCA) for functions Installers Component Safety byandsafelypracticespriortoperformingtheseshallprovidetemporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3, B7 or 810, as applicable AppTy plates to each face of truss and position as shown above and on the JolntDetalls, unless noted otherwise Refer to dra ings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW Build incLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .HmrcoM„s,, truss in confgrmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e2400 Lake Orange Dr listing this drawing indicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability gnawing and use ofthisforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1590 / T62 / HIPS Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 09102 Truss Label: A5GA KM / WHK 08/01/2018 7' 15' , 23' 30' 7' 8' 8' 7' 8X8 11106 Ei i8X8 C D T2 E T , 2 6 o ( a) (a) ZD 6X6(C3 W2= 6X6(C3) 1 B u F ye A 1 C 5X5(C3) 1114X4 =H1014 1!14X4=5X5(C3) 610"4 6' 10"4 Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL. 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22 19 ft NCBCLL 10 00 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 Loc from endwall not in 144 00 GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4 2x6 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC 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 1280" gun nails @ 6" oc Wind Wind loads and reactions based on MWFRS Bearing Block(s) Brg blocks 0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0000, 1 12" 4 Rigid Surface 2 29 667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information 8' 1"12 15' Snow Criteria (Pg,Pr in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA 30' 8' 1"12 23' 1"12 6' 10"4 30' Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT( LL) 0 264 D 999 360 B 3660 / 1670- VERT( TL) 0 987 D 569 240 F 3652 / 1660- HORZ( LL) 0 069 H - - Wind reactions based on MWFRS HORZ( TL) 0 164 H - - B Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 969 TPI Std 2014 Max BC CSI 0 869 Rep Factors Used Yes Max Web CSI 0 535 FT/ RT 20(0)/10(0) Plate Type(s) WAVE, HS VIEW Ver 17 02 01A 1 Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 700 TC From 39 plf at 7 00 to 39 plf at 23 00 TC From 78 pit at 23 00 to 78 plf at 31 00 BC From 20 pit at 0 00 to 20 plf at 703 BC From 10 plf at 7 03 to 10 plf at 2297 BC From 20 plf at 22 97 to 20 plf at 3000 TC 565 lb Conc Load at 7 03 TC 254 Ib Conc Load at 9 06,11 06,13 06,15 00 TC 250 Ib Conc Load at 16 94.18 94,20 94 TC 562 lb Conc Load at 22 97 BC 579 lb Conc Load at 7 03 BC 137 lb Conc Load at 9 06,11 06,13 06,15 00 BC 136 lb Conc Load at 16 94,18 94.20 94 BC 574 lb Conc Load at 22.27...... H. zz i3 , jam o;• SAT O X10 oNa. COA #O fi$ rwnsmwt 08/ 02/2018 W 40 40 T v T F Min Brg Width Req = - Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp 115 21 B - C 3192 - 7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 - 7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 6179 - 2790 1 - H 6133 - 2770 J - 1 6151 - 2790 H - F 6161 - 2770 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp J- C 685 0 1- E 2896 - 1378 C- I 2877 -1356 E- H 678 0 D - 1 1058 -1584 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 ComponentSafetyInformation, by TPI and SBCA) r satPety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrlidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as ap. plicable Applyplates to each face otptruss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE 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 i,rrv,,n„i,,,,,, truss in confofmance with ANSIrTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the desi n shown. The sui ability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number' N333522 Ply: 1 SEQN 1591 / T18 / COMN Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RBO1 Qty 4 FROM RDG DrwNo 213 18 1454 09086 Truss Label: Gt KM / WHK 08/01/2018 19 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5'74 10,8" 5'74 5'0"12 r 1 7'4„4 7'4"4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 It Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 61112013) 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 ALSC Wind Wind loads based on MWFRS with additional C&C member design 168"12 60"12 4X8D 21'4" 6'7"8 13.11"12 7'4"4 214" 21'4" 5'7"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 1126 / 323 / 775 I - 1201 / 8 0PfNACeNAVERT(LL) 0 049 H 999 360 Lu NA Cs NA VERT(TL)- 0 188 H 999 240 F 1043 / 291 / 631 / - / - / 8 0 Snow Duration NA HORZ(LL) 0 020 G - - Wind reactions based on MWFRS HORZ(TL) 0 048 G Creep Factor 2 0 B Min Big Width Req = 1 6 F Min Brg Width Req = 1 5CodeIfMiscCriteria Bldg Code FBC 6th ed 201 Max TC CSI 0 387 Bearings B & F are a rigid surface TPI Std 2014 Max BC CSI 0 680 Bearings B & F require a seat plate Rep Factors Used Yes Max Web CSI 0 210 Members not listed have forces less than 375# FT/RT 20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens Comp Chords Tens Comp VIEW Ver 17 02 01A 1115 21 B - C 612 -1770 D - E 637 - 1562 WAVE C - D 609 - 1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C -H 218 -377 D-G 550 -213 H - D 535 - 205 G - E 220 - 384 tttlulu l f1f rrurr„'` IS o. 708 1 S AT O COA #0'*4 N ,,,n.. 08/02/2018 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 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions Installers shall provide temporarryV bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rr id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as appllcab e Applgy prates to each face ofPtruss and positron as shown above and on the Joint Details, unless noted otherwise f efer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildrn Components Group Inc shall not be responsible for any deviation from this drawlno ang failure to build the u my coMvu truss in confprmance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wi g or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The sui ability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this Job's general notes page and these web sites ALPINE www aipineitw cam, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1592 / T16 / COMN Cust R R8975 JRef 1 Wd589750109 VARIOUS ,gA6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 08212 Truss Label: G2 FV / DF 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL- 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 57'4 10'8" 0"4 5'0"12 4x8D 21'4" 168"12 21'4" 60"12 57"4 1. 7'4"4 1311"12 21'4" ' 1. Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category. II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft 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 Webs 2x4 SP #3 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 Snow Criteria (Pg,Pf in FSF) Fig NA Ct NA CAT'NE Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL) 0 049 H 999 360 B 1123 / 322 / 774 / - / 214 / 8 0 VERT(TL) 0 188 H 999 240 F 1123 / 322 / 774 / - /- / 8 0 HORZ(LL) 0 020 H - - Wind reactions based on MWFRS HORZ(TL) 0 048 H B Min Brg Width Req = 1 6 Creep Factor 2 0 F Min Brg Width Req = 1 6 Max TC CSI 0 370 Bearings B & F are a rigid surface Max BC CSI 0 670 Bearings B & F require a seat plate near WPh r..qi n qns VIEW Ver 17 02 01A 1115 21 GE S o. 748 1 COA ao NAL 08/02/2018 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 602 - 1765 D - E 603 - 1548 C - D 603 - 1547 E - F 602 - 1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como Chords Tens C B - 1 1506 - 426 H - F 1506 - 452 1- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 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, handlm 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 propperly attached rIqid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as agplicabgle Applgy plates to each face ortruss and position as shown above and on the Joini9Detalls, unless noted otherwise F7efer 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 confQrmance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the desi n shown. The suiCabllrty anduseofthisyawingforanystructureisaresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. ALPINE rrW COW- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1651 / T15 / HIPS Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 08695 Truss Label- G3 KM / WHK 08/01/2018 9' 124" 21 W r 9, 3,4., 9' '1 6X8 =5X5 C T2 D 12 6 v c> B E A F H G 4X4(A2) III2X4 =5X5 =4X4(A2) 21'4" 1, 9'1"12 2'10" 9'4"4 L J 9'1"12 + 11,11"12 + 21'4" 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 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 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 029 G 999 360 B 1123 / 323 / 773 / - / 186 / 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 110 G 999 240 E 1123 / 323 / 773 / - / - / 8 0 BCDL 1000 Risk Category II Snow Duration: NA HORZ(LL) 0 018 H - - Wind reactions based on MWFRS Des Lid 4700 EXP C HORZ(TL) 0 042 H B Min Big Width Req = 1 6 Mean Height 15 00 ft Code / Misc Criteria CreepFactor 2 0 E Min Brg Width Req = 1 6NCBCLL1000TCDL42psf Soffit 0 00 Bldg Code FBC 6th ed 201 Max TC CSI 0 776 Bearings B & E are a rigid surface TCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to In TPI Std 2014 Max BC CSI 0 886 Bearings 8 & E require a seat plate Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 105 Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) Members not listed have forces less than 375# I 0 18 Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) GC pi Chords Tens Comp Chords Tens Comp Wind Duration 1 60 WAVE VIEW Ver 17 02 01A 1115 21 Lumber B - C 569 -1547 D - E 568 - 1542 C - D 603 -1263 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N Chords Tens Comp Chords Tens CompWebs2x4SP #3 Lumber value set "l3B" uses design values B - H 1257 - 351 G - E 1253 - 376 approved 1 /30/2013 by ALSC H - G 1261 - 352 Wind Wind loads based on MWFRS with additional C&C member design jy tt i++l t I I,I,1J! 1 rl Ih brrrr 1` fi• r E z ; o.708 i SAT O F f COA #o' sS,,,ONAk. 08/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r 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 attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10 as applicable Apply plates to each face otptruss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to' ALPINE draings160A-Z for standard plate positions Alpine, a division of ITW Build inlgComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ00 truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawl g or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofpro) essionar engineering responsibilittyv solely for the design shown. The suitability Suite Lake and : use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2.150 f For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbundustry corn, ICC www iccsafe org Orlando FL, 32837 C Job Number: N333522 Ply 1 I SEON 1594 / T69 / HIPS Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1454 08587 Truss Label: G4G KM / WHK 08/01/2018 7' 14'4" 21'4" f 7' 7.4,. 7' ' 1 6X6 ; 6X6 C T2 D 21'4" 1, 6' 10"4 3'9"12 1 3'9" 12 6' 1 O'A 6'10"4 10'8" 1 14'5"12 21'4" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL W TCDL- 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 094 H 999 360 B 2134 / 617 / - / - / - 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 365 H 999 240 E 2134 1617 I - / - I - 8 0 BCDL 1000 Risk Category II Snow DurationNA HORZ(LL) 0 042 G - - Wind reactions based on MWFRS Des Ld 4700 Cn HORZ(TL) 0 101 G B Min Brg Width Req = 2 5 Mea Height 15 00 ft MeaNCBCLL 000 Code I Misc Criteria Creep Factor 2 0 E Min Br 9 Width Re q = 2 5 TCDL 4 2 psf Soffit 0 00 Bldg Code FBC 6th ed 201 Max TC CSI 0 643 Bearings B& E are a rigid surface gBCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 685 Bearings B & E require a seat plate Spacing 24.0 " C&C Dist a 3 00 ft Rep Factors Used. No Max Web CSI 0 265 Members not listed have forces less than 375# Loc from endwall NA FT/RT 20(0)110(0) 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 01A 1115 21 Lumber B - C 1127 -3930 D - E 1127 -3930 C - D 935 - 3524 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP SS Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp Webs2x4SP #3 Lumber value set "1313" uses design values B - 1 3427 - 964 H - G 3398 - 961 approved 1/30/2013 by ALSC 1 - H 3398 - 961 G - E 3427 - 964 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 lacks with no webs Webs Tens Comp Webs Tens Comp Wind I - C 696 -74 D - G 696 -74 Wind loads and reactions based on MWFRS o. 708 1 SAT 0 Qr 08/ 02/2018 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 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 attached rlald ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, as applicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf-Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Bulldinl omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in confgrmance with ANSI/l 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page, , listing this drawing indicates for design The µnww~ 2400 Lake Orange Dr acceptance of proessionaengineeringresponsibilitysolelytheshown. sui ability and use ofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t ip nst org, SBCAwwwsbcmdustrycorn, ICC w iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 2 SEON 1595 / T70 / FLAT Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Oty 1 FROM RDG DrwNo 213 18 1454 08431 Truss Label. FG1 KM / WHK 08/01/2018 i — — — — — -- > 2 Complete Trusses Required T 2'3"15 5" 111515 I 4'4"14+ 6'6"5 8'6"12+ 10'4"5+ 1211"' 5I 1 2'0"15 2'1°7 1 2'0"7 1,9"9 1'9119 4X10 5X10 =4X8 T1 = 6X12 =8X8 --4X10 A B C D E F G N 10"1 14'5" 14 16151 18'6" 1 20'5 1 1 5' 74"1 2'0"2 2' 1111" 4X12 =6X6 = 6X6 - 5X10 H I T3 J K n rats _ l it 1114X6 =4A6 =8X10--bA14(--) --4Ab IIIZA4 =bAb 1114X6 r7'11"9 1 12'6"9 2'0"7 2'07 2'0"7 4'0"14 Loading Criteria (pso Wind Criteria TCLL 40.00 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA ft NCBCLL 0 00 TCDL NA psi 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 1'11"1 6'0" 13 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x6 SP SS T1 2x6 SP 2400f-2 OE T3 2x4 SP 2400f-2 OE Bot chord 2x6 SP SS B2 2x6 SP 2400f-2 OE7Webs2x4SP #3 W6, W, W8, W12, W20 2x4 SP #2 N W9 2x6 SP #2 N W10, W19 2x4 SP 2400f-2 OE Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord. 1 Row @ 2 75" o c Bot 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 Plating Notes All plates are 4X4 except as noted 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements Loading Girder supports 30-0-0 span to TC one face and 2-0-0 span to TC/BC split opposite face Purlins The TC of this truss shall be braced with attached N20 5 1'11"15 2'3"9 1 2'2"9 1'11"1 2'0"2 2'0"8 2'3"8 8'0"12 10'4"5 i 12'6"14 14'5"14 16'6"1 18'6"9 20'10' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 178 0 844 360 V 2251 / 45 / - / 0 / - / 5 7 Lu NA CsNA VERT(TL) 0 312 0 614 240 R 11451 / - / - / 1 / - / 4 0 Snow Duration NA HORZ(LL) 0 013 G - - L 4469 /- I - /- / - / 3 0 HORZ( TL) 0 018 G V Min Brg Width Reg = 1 5 Code I Misc Criteria Creep Factor 2 0 R Min Brg Width Req = - Bldg Code FBC 6th ed 201 Max TC CSI 0 773 L Min Brg Width Req = 1 9 TPI Std 2014 Max BC CSI 0 904 Bearings V, R, & L are a rigid surface Rep Factors Used Yes Max Weh CSI n 6O8 FT/ RT 20(0)/10(0) Plate Type(s), WAVE I VIEW Ver 17 02 01A 1115 21 Bearing Block(s) Brg blocks 0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8 124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information Additional Notes Truss must be installed as shown with top chord up Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 67 - 542 G - H 0 - 3335 C - D 1883 - 92 H - 1 0 - 4553 D- E 5495 0 1- J 0- 4542 E - F 520 - 22 J - K 0 - 4550 F - G 520 - 22 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp U - T 760 -81 P-0 5186 0 S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp yP+ H {rl'r q. A - V 20 - 716 F - Q 0 - 689 y A - U 597 -74 Q - G 0 - 3980 G` E S •'/1 ' U- B 49 -748 G- P 1010 0 F ` • B - T 47 - 621 P - H 0 - 2069 C - S 0-2282 H -N 72 -714 0 708 S -D 1161 0 1 - N 0 -545 R 0- 3780 J- M 0- 1163 R- E 0- 3463 M- K 4890 0 r E- Q 3925 0 K- L 0- 2346 d fQ I spans at 24" oc in lieu of structural sheathing COA 08/ 02/2018 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 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 temporarryY bracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached n Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as agplicab e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build itg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the-fiVlo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The su,Pability Suite 150 anduseofthisgnawingforanystructureisp e responsibility of the Building Designer per ANSI(TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpmeaw com, TPI' www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 FT/ RT 20(0)/10(0) Plate Type(s), WAVE I VIEW Ver 17 02 01A 1115 21 Bearing Block(s) Brg blocks 0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8 124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information Additional Notes Truss must be installed as shown with top chord up Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 67 - 542 G - H 0 - 3335 C - D 1883 - 92 H - 1 0 - 4553 D- E 5495 0 1- J 0- 4542 E - F 520 - 22 J - K 0 - 4550 F - G 520 - 22 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp U - T 760 -81 P-0 5186 0 S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp yP+ H {rl'r q. A - V 20 - 716 F - Q 0 - 689 y A - U 597 -74 Q - G 0 - 3980 G` E S •'/1 ' U- B 49 -748 G- P 1010 0 F ` • B - T 47 - 621 P - H 0 - 2069 C - S 0-2282 H -N 72 -714 0 708 S -D 1161 0 1 - N 0 -545 R 0- 3780 J- M 0- 1163 R- E 0- 3463 M- K 4890 0 r E- Q 3925 0 K- L 0- 2346 d fQ I spans at 24" oc in lieu of structural sheathing COA 08/ 02/2018 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 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 temporarryY bracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached n Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as agplicab e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build itg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the-fiVlo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The su,Pability Suite 150 anduseofthisgnawingforanystructureisp e responsibility of the Building Designer per ANSI(TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpmeaw com, TPI' www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp U - T 760 -81 P-0 5186 0 S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp yP+ H {rl'r q. A - V 20 - 716 F - Q 0 - 689 y A - U 597 -74 Q - G 0 - 3980 G` E S •'/1 ' U- B 49 -748 G- P 1010 0 F ` • B - T 47 - 621 P - H 0 - 2069 C - S 0-2282 H -N 72 -714 0 708 S -D 1161 0 1 - N 0 -545 R 0- 3780 J- M 0- 1163 R- E 0- 3463 M- K 4890 0 r E- Q 3925 0 K- L 0- 2346 d fQ I spans at 24" oc in lieu of structural sheathing COA 08/ 02/2018 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 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 temporarryY bracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached n Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as agplicab e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build itg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the-fiVlo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The su,Pability Suite 150 anduseofthisgnawingforanystructureisp e responsibility of the Building Designer per ANSI(TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpmeaw com, TPI' www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 spans at 24" oc in lieu of structural sheathing COA 08/ 02/2018 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 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 temporarryY bracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached n Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as agplicab e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build itg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the-fiVlo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The su,Pability Suite 150 anduseofthisgnawingforanystructureisp e responsibility of the Building Designer per ANSI(TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpmeaw com, TPI' www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1596 / T14 / HIPS Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM PFH DrWNO 213 18 1454 09213 Truss Label: C1G KM / WHK 08/01/2018 1'10"8 64" 9'10"4 14'5"8 164" 1'10"8 4'5"8 3'6"4 I 47'4 i 110"8 12 4X4 6 ;8X12 C 1112X4 D T2 E 8X12 F 4X8(63) 4X8( C' B3) o_ e6 A it I I u Loading Criteria (psf) TCLL 2000 TCDL 17.00 BCLL000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 1112A4 = 6Xl U = Il l Ul4 1112A4 16' 4" 2' 0"4 1 4'3"12 3'8" 4'3"12 2VA 2' 0"4 64" 1 10' 14'3"12 164" Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT NA Pf NA Ce NA Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) 0 230 D 837 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 2095 / 986 /- Enclosure. Closed Lu NA Cs NA VERT(TL) 0 863 D 352 240 G 2106 / 862 /- Risk Category II Snow Duration NA HORZ(LL) 0 032 C - - Wind reactions based on MWFRS EXP C HORZ(TL) 0 076 C B Min Brg Width Req = 2 5 Code / Misc Criteria Mean Height: 20 91 ft Creep Factor 2 0 G Min Brg Width Req = 2 5 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 797 Bearings B & G are a rigid surface BCDL 5 0 psf TPI Std 2014 Max BC CSI 0 919 W 40 40 MWFRS Parallel Dist 0 to h/2 Members not listed have forces less than 375# C& C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 365 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 144 00 FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, HS VIEW Ver 17 02 01A 1115 21 B - C 1506 - 3622 E - F 3224 - 7916 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2 OE Bot chord 2x6 SP SS Webs 2x4 SP #3 .W2, W6 2x4 SP 2400f-2 OE - Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Cur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 1633 BC From 20 pit at 0 00 to 20 plf at 1633 TC 66 lb Conc Load at 1 91,1444 TC 47 lb Conc Load at 3 94, 5 94, 7 94, 8 40 10 40,12 40 BC 51 lb Conc Load at 1 09 BC: 37 lb Conc Load at 1.91,14 44 BC. 148 lb Conc Load at 309 BC' 33 lb Conc Load at 3 94, 5 94, 7 94, 8 40 10 40,12 40 BC 246 lb Conc Load at 509 BC 347 lb Conc Load at 7 06, 9 06,11 06,13 06 Wind Wind loads and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIED' 08/ 02/2018 C - D 3135 - 7698 F - G 1593 - 3893 D - E 3135 - 7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 3182-1311 1 - H 3467 -1411 K - J 3213 -1302 H - G 3423 - 1399 J - 1 8001 -3272 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - J 4616 -1895 1 - F 4588 -1870 D - J 349 - 380 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 BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r 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 rl id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise Defer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the N rtw couann truss in confgrmance with ANSI/1 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawl or cover page .. 2400 Lake Orange Or listing this drawingqindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. For more information see this Job's general notes pie and these web sites_ ALPINE www alRinedw corn, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Truss Label: Dt Ply 1 Oty 3 SEQN 1597 / FROM ROG T48 / COMN Cust R R8975 JRef 1 Wd589750109 DnvNo 213 18 1454 08462 KM / WHK 08/01/2018 T10" r T 10" i' 7' 10" H0510 C 12 6 v ao Bt i v D cc A J 4X4(B1) 4X4(B1) 112X4 Loading Criteria (psrl Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 22 40 It NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing 24 0 " C&C Dist a 3 00 It Loc from endwall not in 9 00 It 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 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 15'8" T 10" 7' 10" T10" 15,8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl U# Loc R I U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 010 E 999 360 B 849 1240 / 579 / - / 153 / 4 0 Lu NA Cs NA VERT(TL) 0 041 E 999 240 D 765 1210 / 494 I - l - l - Snow Duration NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS HORZ(TL) 0 020 E B Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 D Min Brg Width Req = - Bldg Code FBC 6th ed 201 Max TC CSI 0 878 Bearing B is a rigid surface TPI Sid 2014 Rep Factors Used Yes Max BC CSI 0 736 Max Web CSI 0 134 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Plate Type(s), Chords Tens Comp Chords Tens Comp WAVE, HS VIEW Ver 17 02 01A 1115 21 B - C 448 - 1063 C - D 464 - 1061 F a. 708 1 4 SAT b COA l'si, PNAL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - E 838 - 294 E - D 838 - 294 08/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildinglonentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyledrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or p10 placable. A ,pTy pOates to each face ortruss and position as shown above and on the Joint Details, unless noted otherwise Defer to ngs 160A-Z for standard plate positions a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anyy failure to build theinconformancewithANSI1, or for handling, shipping, installation and bracing of,trussesA seal on this drowirig or cover pae g this drawing indicates acceptance of proressionar engineering responsibility solely for the design shown. The suitabilityuseofthis9rawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALNE m RVICOAIF 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1598 / T47 / COMN crust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 1 FROM RDG DwNo 213 18 1454 09214 Truss Label: D2 KM / WHK 08/01/2018 T 10" 158" r T l 0" T 10" H0510 C 4X4(Bl) 111ZA4=4X4(Bl) 15'8" 1 710 T10" 710 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 011 E 999 360 B 849 / 361 / 579 I - / 153 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs- NA VERT(TL) 0 041 E 999 240 D 765 / 315 / 494 I - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS Des Ld 47 00 C HORZ(TL) 0 020 E B Min Brg Width Req = 1 5 NCBCLL 1000 MeaMean Height 22 40 ft Code / Misc Criteria Creep Factor 2 0 D Min Brg Width Req = 1 5 Soffit 000 TCDL 4 2 psf BCDL- 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 878 Bearings B & D are a rigid surfacegg Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 736 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 0 134 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not In 9 00 ft FT/RT 20(0)/11)(0) Chords Tens Comp Chords Tens Comp GCpI 0 18 Plate Type(s) Wind Duration 1 60 WAVE, HS VIEW Ver 17 02 01A 1115 21 B - C 448 -1063 C - D 464 -1061 Lumber Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N B - E 838 - 294 E - D 838 - 294 Webs 2x4 SP #3 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 I X SAT 0 • fF 08/02/2018 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or 810, as applicable Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the mnwcp truss in confgrmance with ANSIrT,,,,,,,, PI 1, or for handling, shipping, installation and bracing of seal on this drawing or cover page , , 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureispro) responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA www sbcmdus" com, ICC www iccsafe org Odando FL, 32837 Job Number: N333522 Ply 1 SEON. 1599 / T46 / HIPS Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE1258MA1258TA ,RB01 Oty 1 FROM RDG DrwNo 213 18 1454 08463 Truss Label: D3G KM / WHK 08/01/2018 7' 7' 8'8" 1'8" 4X6 =4X6 C D 158" 15' 8" 7' 1 Tl" 12 7' 1"12 1' 4"8 Tl"12 1, 8' 6"4 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed. 150 mph Pf NA Ce NA VERT(LL) 0 049 G 999 360 B 1445 / 616 / - 1- / - / 4 0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) 0 189 G 999 240 E 1445 / 617 / - / - I - / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 018 G - - Wind reactions based on MWFRS Des Ld 47 00 EX P C HORZ(TL) 0 045 G B Min Brg Width Req = 1 5 NCBCLL 0 00 Mean Height 22 19 ft Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1 5 TCDL 4 2 psf Soffit 0 00 Bldg Code FBC 6th ed 201 Max TC CSI 0 887 Bearings B & E are a rigid surface 99BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 392 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI 0 252 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 01A 1115 21 B - C 962 - 2271 D - E 962 - 2271 Lumber C - D 792 - 1936 Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N T1 2x4 SP #1 Chords Tens Comp Chords Tens Comp Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 B - H 1910 - 785 G - E 1911 - 785 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 H - G 1936 -792 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Loading 1 hip supports 7-0-0 jacks with no webs C - H 660 -194 G - D 645 - 186 Wind Wind loads and reactions based on MWFRS 016tre iii N/N411//`/'' - M H. y r,7 COA 10NAL 08/ 02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r 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 riqid ceiling Locations shown forpermanent lateral restraint of webs shall hay bracin installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on tine Joinf9Details, unless noted otherwise. Refer to ALPINE dray ings160A-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 µw10,,,,,,,,, truss in confgrmance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproesslonaenineerinqresponsibilitysolelyforthedesinshown. The suiCability Suite 150 and useofthissawingforanystructureistheresponsibilityoftheuildingDesigrierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al meow corn; TPI www t mst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1649 / T26 / HIPM Cusl RR8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7, ,258SE/258MA/258TA ,RB01 Oty 1 FROM ROG DrwNo 213 18 1454 08478 Truss Label: Lt KM / WHK 08/01/2018 Y 14'0"8 15' 9' 5'0"8 11" 111 CT2 8 = 4X4D 2X4 ( A 1) — 4A4 1113X6 15' 1' 9' 3"8 9' 3"8 4' 10" 12 14' 2"4 911 15' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 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 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 055 G 999 360 B 772 / 221 / 568 / - / 127 / 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0.205 G 999 240 E 740 / 213 / 451 / - / - / 8 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 022 G - - Wind reactions based on MWFRS Des Lc47 00 EXP C HORZ(TL) 0 051 G B Min Brg Width Req = 1 5 NCBCLL 10 00 Mean Height 15 00 ft Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1 5 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf p BldgCode FBC 6th ed 201 Max TC CSI 0 937 Bearings B & F are a rigid surface g gLoadDuration 1 25 MWFRS Parallel Dist- h/2 to h TPI Std 2014 Max BC CSI 0 899 Bearings B & F require a seat plate Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 393 Members not listed have forces less than 375# Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) 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 01A 1115 21 B - C 390 -1053 C - D 416 - 886 Lumber Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 T2 2x4 SP #2 N Chords Tens Comp Bot chord 2x4 SP #2 N Webs 2x4 SP #3 B - G 917 -438 Lumber value set 1313" uses design values approved 1/ 30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Wind Wind loads based on MWFRS with additional C&C G - D 1031 -482 D - F 337 -662 member design Right end vertical not exposed to wind pressure 0. T. 0861 S QAT0J ' A C0 A v'JD0NAI. 08/02/ 20f8 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 SafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or 910, as applicable App y plates to each face of ttruss and position as shown above and on the Joini Details, unless noted otherwise liefer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µnw o,,ip,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr listing this drawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesinshown. The suiCability Suite Lake and use of this drawing, for anystructure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see this fob's general notes page and these web sites ALPINE w alpineaw com, TPI w tpinst org, SBCA w sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1601 / T75 / HIPM Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 08307 Truss Label: L2G KM / WHK 08/01/2018 7' 10' 8" 1 14' 1 15' r 7 1 3,8„ 1 3,41111 4X10 1112X4 4X8 C DT2 E 124 T LiN B 31 S A N 3' a1 3X6( A1) I 1114X4 H 5X 10 F 1113X6 11, 15' Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 15 00 It NCBCLL 0 00 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 Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/112013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 7' 1"12 7' 1"12 3' 6"4 10' 8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) 0 060 1 999 360 Lu NA Cs NA VERT(TL) 0 225 I 999 240 Snow Duration NA HORZ(LL) 0 016 G - - HORZ( TL) 0 038 G Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 730 TPI Std- 2014 Max BC CSI 0 642 Rep Factors Used No Max Web CSI 0 855 FT/ RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 o. 7Q8 1 Q :• SAT 0 • try', COA a' N A _,, 3' 6"4 14' 2"4 9" l'2 15' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1283 /394 /- /- /- /80 F 1614 /472 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Bearings B & G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 828 - 2782 D - E 557 -1901 C - D 557 - 1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 2572 - 750 1 - H 2619 - 757 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - I 775 -111 H - E 2245 - 657 C - H 238 - 855 E - G 483 -1472 D - H 326 - 637 08/ 02/2018 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 ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted othervase,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached wd ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Inslalled per BCSI sections B3, B7 or B10 asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise F7efer to drawings 16OA-Z for standard plate positions Alpine, a division of ITW Buildm Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in confofmance with ANSI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drAwing or cover page . . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The sui ability anduseofthisQawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIlTPI1Sec.2. ALPINE R COMP M' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1610 / T29 / EJAC Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 4 FROM RDG DrwNo 213 18 1454 08556 Truss Label: EJ74 KM / WHK 08/01/2018 5 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any 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 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", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Def1/CSI Criteria PP Deflection in loc L/defl U# VERT(LL). NA VERT(TL). NA HORZ(LL) 0 017 D HORZ(TL) 0 041 D Creep Factor 2 0 Max TC CSI 0 898 Max BC CSI 0 590 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 oti i 0.708 1 S AT 0 A" • : i 1 COAA ,sIONAI. ti01 pb&"9nr+ulw* 08/02/2018 C LO r— N Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /80 D 134 112 /103 /- /- /15 C 228 / 97 / 132 I - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro pper y attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face ortruss and position as shown above and on the Joint"Details, unless noted otherwise Refer to ALPINEdrawings160A-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 .+ Co~ truss in confgrmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wirlg or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiCabllrty Suite 150anduseofthisgnawingforanystructureisperesponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbondustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1621 / T66 /JACK Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RB01 Oly 2 FROM RDG DrwNo 213 18 1454 09055 Truss Label: CJ54 KM / WHK 08/01/2018 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category: II EXP C Des Ld 4700 Mean Height 15 00 ft 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 Loc from endwall not in 4 50 ft 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 "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) 0 131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 19 C 4'11'A 4'11'A Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) 0 006 D HORZ(TL) 0 013 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 391 TPI Std 2014 Max BC CSI 0 278 Rep Factors Used Yes Max Web CSI 0 000 FT/RT.20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 i o. 708 1 Q• SAT 0 •Q COA era' a ONAIL 08/02/2018 r- Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /80 D 93 /8 /70 /- I- /15 C 156 /66 /89 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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 BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the µm.m,Wru truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page • • 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisQawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIfTPI1Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEON 1623 / T67 / JACK Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 2 FROM RDG DrwNo- 213 18 1637 17241 Truss Label: CJ34 JB / WHK 08/01/2018 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any 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 '1313" uses design values approved 1/3012013 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 12 4 C 2X4( A1) Snow Criteria (Pg, Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20( 0)110(0) Plate Type(s) WAVE 211 "4 2' 11 "4 Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL). NA VERT(TL) NA HORZ(LL) 0 001 D HORZ(TL)- 0 002 D Creep Factor 2 0 Max TC CSI 0 161 Max BC CSI 0 085 Max Web CSI' 0 000 VIEW Ver 17 02 01A 1115 21 08/02/2018 co Maximum Reactions ( Ibs) Loc R I / Rw /Rh /RL /W B 242 /71 / 199 /- /50 /80 D 51 /4 / 39 /- /- /15 C 82 /35 / 45 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building 1 Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, B7 or 910, le Apply plates to each face of ttruss and position as shown above and on the JoinfDetails, unless noted otherwise 17efer to line, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the 55 in confofmance with ANSI1I PI 1, or for handling, shipping, installation and bracing of trussesA seal on this draw! g or cover page _ ing this drawing indicates acceptance of pro essiona engineering responsibilittyv solely for the design shown. The sui ability d use of this drawing for any structure is p e responsibility of the building DesigrSer per ANSI/TPI 1 Sec.2. more information see this job' s general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe ALPINE AN r1 W COMPANY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1625 / T24 / JACK Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Oty 2 FROM RDG DnwNo 213 18 1454 08228 Truss Label CJ14 KM / WHK 08/01/2018 12 4 C B T 7„I11 ti D 2X4(A1) 1, 11"4 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 17.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category II C Des Ld 4700 Mean Height 15 00 ft NCBCLL 10.00 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 Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SIP #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 11 "4 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl L/# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration. NA HORZ(LL) 0 000 D HORZ(TL) 0 000 C Code if Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 2017 Max TC CSI 0 159 TPI Std 2014 Max BC CSI 0 020 Rep Factors Used Yes Max Web CSI 0 000 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 08/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 191 /88/174 /- /25 /80 D 7 /11 /16 /- /- /15 C -21 /31 /24 /- /- /15 Wind reactions based on MWFRS B Min Brig Width Req = 1 5 D Min Brig Width Req = - C Min Brig Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted oyherwlse,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3, B7 or B10. as agplicabe Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE 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 ,wnwcoMauar truss in confgrmance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and use ofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec. 2. For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbcindustrycom, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1602 / T23 / HIPM Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 08930 Truss Label: H1G KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL. 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 7' 7' 4X6 C 10'10"7 T 10"7 T2 III2X4 D 12 6 c+i v B 1a A 1 1 tFE 2X4(A1) 1112X4 1113X6 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL- 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 lacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure T 11 T1"12 T1"12 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE T4" 13 i 3'8"11 10'10"7 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 572 / 198 / - / - / - / 8 0VERT(LL) 0 020 F 999 360 VERT(TL) 0 076 F 999 240 F 995 / 224 / - / - / - / 11 3 HORZ(LL) 0 012 F E 611 / 207 / - / - / - / 5.7 HORZ(TL) 0 030 F Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1.5 Max TC CSI 0 805 F Min Brg Width Req = 1 5 Max BC CSI 0681 E Min Brg Width Req = 1 5 Max Web CSI 0 181 Bearings B, F. & E are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver 17 02 01A 1115 21 i z 0.Z08 1 o t SAT O : Q, 1 4z < COA'e, 'DNA 08/02/2018 Chords Tens Comp B - C 179 - 449 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or 810, as aQplicabge Apply Oates to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Build incLComponents Group Inc shall not be responsible for any deviation from this drawing,apy failure to build the truss in confprmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawin or cover page , listing this drawing indicates acceptance of pro) essionar engineering responsibilitty solely for the design shown. The sui abilityanduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. ALPINE Co~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN. 1603 / T53 / VAL Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM PFH DrwNo 213 18 1454 08976 Truss Label: V3 KM / WHK 08/01/2018 1110,18 6' 1011,18 12' 1110,18 4' 1 "8 4' 1 "8 1110,18 12 6 =4X4 4X4 III 2X4 = 4X4(D 1) nxnrnil B C D T 11 "4 T Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 22 39 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration. 1.25 MWFRS Parallel Dist h to 2h Spacing 24 0" C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/112013) 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 ALSC Wind 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 . 12' 6' 6' 6' 12' Snow Criteria (Pg,Pf in PSF) Pig NA Ct NA CAT N! Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s) WAVE Defl/CSI Criteria Maximum Reactions (lbs), or `=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL) 0 001 H 999 360 1` 98 / 31 / 54 /- / 2 VERT(TL) 0.003 H 999 240 Wind reactions based on MWFRS HORZ(LL) -0 000 F - - I Min Brg Width Req = - HORZ(TL) 0 001 F Bearing A is a rigid surface Creep Factor 2 0 144 Max TC CSI 0 337 Members not listed have forces less than 375# Max BC CSI 0 117 Maximum Web Forces Per Ply (Ibs) Max Web CSI 0 074 Webs Tens Comp C - G 248 - 400 VIEW Ver 17 02 01A 1115 21 08/02/2018 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 properlyattachedriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslalledperBCSIsections63, B7 or 910 as applicable AppTy Oates to each face of truss 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 BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in confgrmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page - listing this drawing indicates acceptance of pro) essionar engineering responsibility solely for the de si n shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE AN fiW .OM ulY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number N333522 Ply 1 SEON. 1604 / T44 / VAL Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A619A7 ,258SE/258MA1258TA ,RB01 Oly 1 FROM PFH DrwNo 213 18 1454 08352 Truss Label- V2 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL 0.00 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 1110"8 61"8 8' 1'10"8 T 4'3" T 110"8 i 12 6 . 06 =06 AiO4(Dl) B C=4X4(D1) D L-I Li G F E III2X4 1112X4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 39 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h to 2h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft 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 Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N) Pf NA Ce NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s). WAVE 8' 8' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 001 F 999 360 VERT(TL) 0 003 F 999 240 HORZ(LL) -0 000 E - HORZ(TL) 0 001 E Creep Factor: 2 0 Max TC CSI 0 463 Max BC CSI 0 117 Max Web CSI 0 058 VIEW Ver 17 02 01A 1115 21 S. o. 708 1 It a t S Ai O Q t (r C0ALA& AL 111310.10 ,10 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /960 Wind reactions based on MWFRS G Min Brg Width Req = - Beanng A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r 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 erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Bu ildinl Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the w w:oMM truss in confprmance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Or listing this drawingg indicates acceptance of pro) essionaf engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureistPheresponsibilityoftheBuildingDesignerperANSI(TPI 1 Sec.2. For more information see thisjob's generat notes page and these web sites ALPINE www alpineaw corn, TPI www tpmst org, SBCA v sbcmdustry corn, ICC www imsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1605 / T56 / VAL Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB0l Qty 1 FROM PFH DrwNo 213 18 1454 08946 Truss Label, V1 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL. 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Lumber 1 ' 10' 8 4' f 1'10"8 i 2'1"8 ) 2 12 1 6 2 5.62 4X4-4X4(D1) T A 4X4(D1) B Cv 1 D Wind Criteria Wind Sid ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 24 39 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h to 2h C&C Dist a3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind 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 . Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA ' Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used Yes FT/ RT 20(0)/l0(0) Plate Type(s) WAVE 4' 4' 4' Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) 0 005 999 360 VERT( TL) 0 017 999 240 HORZ( LL) -0 002 - - HORZ( TL) 0 004 Creep Factor 2 0 Max TC CSI 0 097 Max BC CSI 0 141 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 0. 708 1 o t, SAT O fi r• CONSONAI. 08/ 02/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rad ceiling Locations shown for permanent lateral restraint of webs shall have bracin inslalled per BCSI sections B3, B7 or 610, as applicabge. Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawlno any failure to build the mnw[o PNIY truss in confprmance with ANSIfTPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suf ability and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSIffPI 1 Sec.2. Suite 150 For more information see lhislob's general notes page and these web sites ALPINE www alpineaw com, TPI www tpinst org, SBCA www sbcmdustrycom, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1606 / T41 / MONO CustNR R8975 JRef 1 Wd589750109 VARIOUS , 9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG Drwo 213 18 1454 08789 Truss Label: MG1 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 4; T 6- 6 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 44 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall not in 144 00 GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at 0 00 to 78 plf at 700 BC From 10 plf at 0 00 to 10 plf at 700 BC 765 lb Conc Load at 1 40, 3 40, 5 40 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 4' 10" 4' 10" Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)110(0) Plate Type(s) WAVE 7' 2' 2" 7' 4XR B Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( I-Q. 0 012 D 999 360 VERT( TL) 0 044 D 999 240 HORZ( LL) -0 009 D - - HORZ( TL) 0 021 D Creep Factor 2 0 Max TC CSI 0 773 Max BC CSI 0 586 Max Web CSI 0 783 VIEW Ver 17 02 01A 1115 21 ow, M H, Qr 0. 708 1 o SAT O . A, co 08/ 02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1521 /499 /- !- /- /40 C 1389 /460/- Wind reactions based on MWFRS A Min Brg Width Req = 1 8 C Min Big Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp A - B 433 -1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - D 1070 - 312 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - B 2057 - 589 B - C 503 - 1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to ALPINE drawings160A-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 µ00 truss in conformance with ANSI/TPI 1, or for hancll14 shipping, installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suit -ability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigFierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1607 / T12 / VAL Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 2 FROM PFH DrwNo 213 18 1454 09212 Truss Label: MV2 KM / WHK 08/01/2018 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL. 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22 56 It NCBCLL1000 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 Loc from endwall not in 9 00 ft 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 Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others 3' 6"12 4' 3' 6"12 5"4 1 Ii12X4 C I N 1 DF E 1113X6 4' L 3'612 5"4i r 3N6"12 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) 0.004 E HORZ( TL) 0 009 E Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 198 TPI Sid 2014 Max BC CSI 0 164 Rep Factors Used Yes Max Web CSI 0 083 FT/ RT 20(0)/10(0) Plate Type(s) VIEW Ver. 17 02 01A 1115 21 WAVEo. 708 1 CO 08/ 02/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F` 97 / 33 / 67 /- 121 / 48.0 Wind reactions based on MWFRS F Min Brg Width Req =' - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handlingshipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly aidceillnLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 910, fie Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to 60A-Z for standard plate positions a division of ITW BuildingComponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the confgrmance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of.trussesA seal on this drowirfg or cover pane. . this drawing indicates acceptance of pro) essronar engineering responsibility solely for the design shown. The suiTability e ofthisyawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 Sec.2. PI ANEII ccwm2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 32333 / T11 / VAL Cusl R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1454 08977 Truss Label: MV1 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Lumber Wind Criteria Wind Sid ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP C Mean Height 23 06 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 018 Wind Duration 1 60 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 approved 1/30/2013 by ALSC Wind 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 12 6 B 2' 2' Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). 0 007 B 999 360 VERT(TL) 0 027 B 999 240 HORZ(LL) 0 003 B - - HORZ(TL). 0 007 B Creep Factor 2 0 Max TC CSI 0 057 Max BC CSI 0 132 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 iltuHtll uyrrrrnr'' at;••GE Sic .• -. o. 708 1 _ S AT O _ co ALAL 08/02/2018 Maximum Reactions (lbs), or'=PLF Loc R I /Rw /Rh /RL /W D' 97 /16 /60 /- 112 /240 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (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 o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face ofptruss and position as shown above and on the Joinf9Details, unless noted otherwise f efer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Bwldin$Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the N nvco~ truss in confprmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilittyvsolelyforthedesignshown. The suitability Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw corn, TPI www tpinst org, SBCA www sbcindustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number, N333522 Ply 1 SEON 32332 / T33 / VAL Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1454 09382 Truss Label: MV1A KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " SO N C 12 6 1112X4 B T V A 4X4(D1) ar 11'4" 15 DE III3X6 f 3,6"8 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Kzt NA Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft 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 Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others 3'6"8 3'6"8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Nf Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 1'11" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(CL) NA HORZ(LL) -0 002 B HORZ(TL) 0 003 D Creep Factor 2 0 Max TC CSI 0 397 Max BC CSI 0 118 Max Web CSI 0 184 VIEW Ver 17 02 02C 0211 16 VIN - eVi o.708 1 — SAT 0 Q s• caw, r. i .• OONAL 08/02/2018 Maximum Reactions (lbs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E' 140 /- /- /92 /37 /26 Wind reactions based on MWFRS E Big Width = 42 5 Min Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp B -D 435 -318 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 (BuildingComponentSafetyInformation, by TPI and SBCA) r 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 dattachedriq ceiling Locations shown for permanent lateral restraint of webs shall have bracin inslalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the , truss in confprmance with ANSI TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawl or cover pa e, , 6750 Forum DriveItthisdrawingqindicatesacceptanceofpro) essionar engineering responsibilitty solely for the desiqn shown. The sui ability Suite FosanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 5ec.2. For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32821 Job Number' N333522 Ply 1 SEQN 1612 / T68 / EJAC Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Qty 5 FROM ROG DrwNo 213 18 1454 08308 Truss Label. EJ7S KM / WHK 08/01/2018 Loading Criteria (psi) TCLL. 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6"6 4X4(61) C Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 44 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration: 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 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 (3) 0 131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT. N) Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 015 B HORZ(TL) 0 030 C Creep Factor 2 0 Max TC CSI 0 777 Max BC CSI 0 606 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/02/2018 B Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 / 93 / 255 I - / 176 / - C 137 /16 /107 /- I- /15 B 254 / 174 / 154 / - I - / 1 5 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r 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 ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise f7efer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildinccL Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the AN WCOMPAN truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page .. 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTessionarenineenngresponsibilitysolelyforthedesnshown. The suitability Suite Lake and use of this gnawing for any structure is the responsibilit,7 of the Building Designer per ANSIrrPI 1 Sec.2.150 For more information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpmst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1647 / T40 / EJAC Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 10 FROM RDG DrwNo 213 18 1454 08618 Truss Label: EJ7A FV / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6" 6 L Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 19 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3.00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N 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 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 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE C 7 - i 7- DeFl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL)' NA VERT( TL) NA HORZ( LL) -0 014 C HORZ( TL) 0 028 D Creep Factor 2 0 Max TIC CSI 0 750 Max BC CSI 0 596 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/ 02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - / 200 / 4 0 D 136 /14 /104 /- I- /15 C 250 / 170 / 150 / - / - 11 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping. installing and bracing Refer to and follow the latest edition of BCSI (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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u my coMvun truss in confprmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suiTability Suite Lake and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2.150 For more information see this fob's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply 1 SEON 1613 / T54 / EJAC Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 8 FROM RDG DrwNo 213 18 1454 08791 Truss Label: EJ2 SIN / DF 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP: C Mean Height 20 91 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3 00 It Loc from endwall Any 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 " 136" 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 lop chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 12 4X4(B1) Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT NI Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE C 1 l :, 1 ' 10"8 0 1 Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 C HORZ(TL) 0 000 C Creep Factor 2 0 Max TC CSI 0 183 Max BC CSI 0 031 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/02/2018 cM d Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /40 D 33 /3 /27 /- /- /15 C 47 /36 /20 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, 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 sheathingg and bottom chord shall have a propperly attached rI Id ceilinq Locations shown for permanent lateral restraint of webs shall have bracnq installed per BCSI sections B3, B7 or B10 as applicable Apply Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Defer to' ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the mrrwoo wwr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www aipineaw com, TPI www tipinst or , SBCA www sticindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number, N333522 Ply 1 SEQN 1609 / T22 / EJAC Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RB01 Qty 7 FROM ROG DrwNo 213 18 1454 09057 Truss Label. EJ7 KM / WHK 0810112018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 7' 1 7' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft 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 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", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf NA Ce. NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used- Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 017 D HORZ(TL) 0 040 D Creep Factor 2 0 Max TC CSI 0 956 Max BC CSI 0 602 Max Web CSI0 000 VIEW Ver 17 02 01A 1115 21 o. 708 1 G•. SAT O t Coa` ONAl. E ,•' '' 08/ 02/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 /94 /349 /- /152 /80 D 136 /13 /106 /- /- /15 C 237 /113 /153 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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 ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rI Id ceilln Locations shown forpermanent lateral restraint of webs shall have bracln Installed per BCSI sections B3, 67 or p10, as applicable Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise kefer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µrtwCOMy,,,, truss in confprmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 2400 Lake Orange Dr listing this drawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this drawing for any structure is p e responsibility of the Building Desigrler per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this fob's general notes page and these web sites ALPINE www alpmeitw com, TPI www tpinst org, SBCA www sbcnndustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1619 / T50 / JACK Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1454 08712 Truss Label- CJ1S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 10 00 Soffit 000 Load Duration1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20 92 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall Any 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 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 01 12 6 V 4X4( B1) C 11 " 4 f 11 n4 i Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT. N/ Pf NA Ce NA Lu NA Cs' NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE Defl/ CSI Criteria PP Deflection in loc L/defl V# VERT( LL) NA VERT( TL) NA HORZ( LL) -0 000 B HORZ( TL) 0 000 B Creep Factor 2 0 Max TC CSI: 0 027 Max BC CSI 0 007 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 H. X1P,,.......• k V` 6E SF o. 708 1 SAT O : Q CID .• QNAL N • Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 51 /6 /36 I- 121 / - C 17 /2 /13 /- /- /15 B 32 /24 /20 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = Members not listed have forces less than 375# 08/ 02/2018 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, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brawn installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise Refer 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 drawing,anvy failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawirfg or cover pae listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and useofthisdrawing, forany structure is the responsibility of the Building Desigrier per ANS11TPI 1 Sec.2. ALPINE R co~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1615 / T45 / JACK Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 09147 Truss Label: CJ5S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6"61 4X4(B1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 92 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft 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 "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) 0 131 "x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT.N Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE 4' 11 "4 4' 11 "4 Defl/CSI Criteria A PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 007 B HORZ(TL) 0 012 C Creep Factor 2 0 Max TC CSI 0 509 Max BC CSI 0 308 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/02/2018 f C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 246 / 62 / 180 I - 1121 / - C 97 /11 /76 I- /- /15 B 177 /120 /108 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# 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, handlin 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 temporarryy bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedra4dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqinstalledperBCSIsectionsB3, B7 or 910, as applicable Apply places to each face of truss and position as shown above and on the Jolnt Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,an (allure to build the µNo,µ truss in confprmance with ANSIFrPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawi g or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely for the de si n shown. The suiCability Suite Lake and use of thisdrawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindustry writ, ICC www iccsafe org Orlando FL, 32837 Job Number, N333522 Ply 1 SEQN 1616 / T19 / JACK Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 09056 Truss Label: CJ3S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL17 00 BCLL 000 BCDL . 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6" 6 i Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 42 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall Any 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 "l3B" 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 4X4( B1) 12 B 2' 11'A 2' 11 "4 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT. N) Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE C Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) NA VERT( TL) NA HORZ( LL) -0 002 B HORZ( TL) 0 003 C Creep Factor 2 0 Max TC CSI 0283, Max BC CSI 0 111 Max Web CSI 0 000 VIEW Ver 17 02 01All 15 21 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W A 148 / 34 / 108 I - / 70 / - C 57 / 6 /44 I- /- /15 B 106 / 72 /64 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# s N s • J LOGE 0.708 1 z ,o SAT O F co -' poNai. yy' Mn"1094 t 08/ 02/ 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, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryY bracing perBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached rigid ceilinq Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss ANSI/ TPI 1, for handling, bracing this drawing µits, co~ in confgrmance with or shipping, installation and of.trussesA seal on or cover page , , listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability and useofthisdrawing, forany structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2.150 2400 Lake Orange Dr Suite Lake notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbondustry corn, ICC iccsafe org For moreinformationseemoreinformationseethisjob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbondustry corn, ICC imsafe org Orlando FL, 32837 Orlando FL, 32837general Job Number: N333522 Ply 1 SEON 1617 / T27 / JACK Cust. R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R1301 Oty 9 FROM HMT DrwNo 213 18 1454 08509 Truss Label: CJ3A KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL: 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " IN 12 6 N 9) B SOTN T 6"6 A i C, D Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 17 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall Any 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 "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) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct.NA CAT W Pf NA Ce. NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s)- WAVE 2' 11 "4 2'11'A Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 001 C HORZ(TL) 0 001 C Creep Factor 2 0 Max TC CSI 0 253 Max BC CSI 0 096 Max Web CSI 0 000 VIEW Ver, 17 02 01A 1115 21 08/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /81 /207 /- /94 /40 D 55 /3 /42 !- I- /15 C 94 /65 /52 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# 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, installingand 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 propper y attached riqqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face oftrussand position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Bui Idng Components Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the .w Co~ truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of thisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Far more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI w t inst or , SBCA www sbcindust com, ]CC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1618 / T52 / JACK Cusl RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RB01 Oily 13 FROM HINT DrwNo 213 18 1454 08821 Truss Label: CJ1A KM / WHK 08/01/2018 12 6 C B T T T0) f'7 6"6 D 4X4(B1) 11"4 1, 11 "4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) -0 000 C Des Ld 4700 EXP C HORZ(TL) 0 001 C Code I Misc CriteriaNCBCLL1000 Mean Height 20 67 ft TCDL 4 2 psf Creep Factor 2 0 Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 183 Load Duration 1 25 MWFRS Parallel Dist- 0 to h/2 TPI Std 2014 Max BC CSI 0 020 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 01A 1115 21WindDuration160WAVE 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 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 L ,a SAT O 4' t coNAt. Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 182 /72 /173 I- /45 /40 D 12 /6 /13 I- /- /15 C - 12 /27 /20 I- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Beanng B is a rigid surface Members not listed have forces less than 375# 08/ 02/2018 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, handlin 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 temporarryy bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or 810, as applicable AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to drawings 160A- Z for standard plate positions Alpine, a division of ITW Build inccL Components Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of.trussesA seal on this drawirfg or cover page. listing this drawing indicates acceptance of pro essiona engineering responsibilitty solely for the design shown. The suitability and useofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALPINE IN rIW'. OMCAM' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1614 / T28 / JACK Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty. 9 FROM HMT DrwNo 213 18 1454 08867 Truss Label: CJ5A KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Y6"6 1 4'11"4 4'11"4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 67 ft TCDL 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft 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 "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) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 006 C HORZ(TL) 0 010 D Creep Factor 2 0 Max TIC CSI 0 475 Max BC CSI 0 298 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 0 ( ."* H. E SAC •. p. 708 1 o't' SAT O COA #o'g ONA'01I. 0,0 08/02/20I s L Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 / 107 / 272 I - / 145 / 4 0 D 96 /10 /73 /- /- /15 C 171 1116 /102 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safely practices prior to performing these functions Installers shall provide temporary BCSI Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or Bl0, e. ADDTV plates to each face oftrussand position as shown above and on the Joinf Details. unless noted otherwise Refer to 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 confprmance with ANSIPI 1, or for handling, shippinp, installation and bracing of,trussesA seal on this drawing or cover page. listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is p X. responsibility of theBuilding Designer per ANSIlTPI 1 Sec.2. For more information see this lob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org. SBCA www sbcindustry cam, ICC www iccsafe ALPINE M Rw co~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1620 / T32 / JACK Cusl RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RB01 Qly 6 FROM HMT DrwNo 213 18 1454 08649 Truss Label. CJ5 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL. 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T T 2X4(A1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall not in 4 50 ft 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 "l3B" 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 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 4' 11 "4 4' 11 "4 Defl/CSI Criteria t PP Deflection in loc L/deft L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 005 D HORZ(TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 422 Max BC CSI 0 287 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/02/2018 C M 9) CV Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 338 / 76 / 277 I - / 112 / 8 0 D 94 /8 /71 /- /- /15 C 163 / 78 / 103 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r 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 ell attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Appty plates to each face oftruss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build inlComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µ,r,.CO.M„, truss in confgrmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the desi n shown. The suiCabilityanduseofthisdrawing, for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1622 / T58 / JACK Cusl RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 6 FROM HMT DrwNo 213 18 1454 08540 Truss Label: CJ3 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " C co r- ZY) Cn tf `— M fV A D Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any 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 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 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code FBC 6th ed TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 2' 11 "4 2'11'A Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 001 D HORZ(TL) 0 002 D Creep Factor 2 0 Max TC CSI 0 180 Max BC CSI0.091 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115.21 o. 708 1 a t SAT 0 A, s ONAL coA #o'$q J„kI w, 08/ 02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 248 /61 /212 /- /74 /80 D 52 /4 /41 /- I- /15 C 87 /43 /52 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building lonent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly led rlpld ceillnq Locations shown for permanent lateral restraint of webs shall have bracing InsTalled per BCSI sections 63, B7 or 610, plicabieApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Defer to ngs 160A- Z for standard plate positions a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pagqe, g this drawing indicates acceptance of pro) essionar engineering responsibility solely for the desi n shown. The sLiiTability use of this drawing for any structure is the responsibility of the Building Desigrier per ANSIrrPI 1 Sec.2. re information see this job's general notes page and these web sites ALPINE www alpineitw corn, TPI www tpinst org, SBCA www sbundustry com. ICC www iccsafe ALPINE AN ifW: OMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 3Z Job Number. N333522 Ply 1 SEQN 1624 / T31 / JACK Cust. R R8975 JRef. 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 6 FROM RDG DrwNo 213 18 1454 08947 Truss Label: CJ1 KM / WHK 08/01/2018 12 6 C B C0 4"3 co A Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47.00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any 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 " 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) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct.NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 11 "4 11 "4 ' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 D HORZ(TL) 0 000 D Creep Factor 2 0 Max TC CSI 0 171 Max BC CSI 0 022 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 rrrr S' . 14 0. 7.08 1 SAT 0 ol COA 4 °P$ I1IALjw"SM w,• 08/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 /66 /189 /- /36 /80 D 7 /11 114 /- /- /15 C -21 /35 /24 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarybracingperBCSIUnlessnotedolherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro PryattachedrlpidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face oftrussand position as shown above and on the JoingDetails, unless noted otherwise liefer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Budding Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the mrw:oMvu truss In conformance with ANSIIf PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 150 and useofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1626 / T30 / HIP_ Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,Rl30l Qty 3 FROM HMT DrwNo 213 18 1454 08181 Truss Label, HJ7 KM / WHK 08/01/2018 413 / 1'5" Loading Criteria (psf) Wind Criteria TCLL 2000 Wmd Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700DDes 0 00 Mean Height 15 00 ft 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 Loc from 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 #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hlpjack supports 6-11-8 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 (3) 0 131 "x3 0", min toe -nails at bottom chord 5'2"5 9110"1 5'2"5 4711 E T v 9'57 14" 10 9'57 9'1 "1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 425 / 125 I - /- /- / 10.6Pf, NA Ce. NA VERT(LL) 0 017 C 999 360 Lu NA Cs NA VERT(TL)- 0 067 C 999 240 E 443 / 56 / - I 1 / 0 / 1 5 Snow Duration NA HORZ(LL) 0 006 F - - D 305 / 156 / - /- /- / 1 5 HORZ(TL) 0 014 F Creep Factor 2 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TIC CSI 0 901 E Min Brg Width Req = - TPI Sid 2014 Max BC CSI 0 623 D Min Brg Width Req = - Rep Factors Used No Max Web CSI 0 420 Bearing B is a rigid surface Bearing B requires a seat plate FT/RT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# VIEW Ver 17 02 01A 1115 21WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B-C 341 -817 08/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 333 - 831 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care In fabricating, handling,shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Jjd ceiling Locations shown forpermanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3, B7 or B10, e -Apply plates to each face oftrussand position as shown above and on the JoInf Details, unless noted otherwise Defer to a division of ITW Buildlnc Components Group Inc shall not be responsible for any deviation from this drawln anv failure to build the In conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drowirsg or cover page . . g this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability use ofthisgnawingforanystructureispe responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. ALPINE W R co—W 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply 1 SEQN 1628 / T63 / HIP_ Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1454 08726 Truss Label: HJ74 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5' 3" 7 9110,11 5'3" 7 r 4'6"10 0 3X6(A1) UP— i L 5'1"11 5'1"11 Wind Criteria Snow Criteria (Pg,Pf in PSF) Wmd Std ASCE 7-10 Fig NA Ct NA CAT Nl Speed 150 mph Pf NA Ce NA Enclosure Closed Lu. NA Cs NA Risk Category II Snow Duration NA EXP C Mean Height 15 00 ft Code / Misc Criteria TCDL 4 2 psf BCDL 5 0 psf Bldg Code FBC 6th ed 201 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 C&C Dist a 3 00 ft Rep Factors Used No Loc from endwall NA FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, 18SS 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 "l3B" uses design_ values approved 1/30/2013 by ALSC Loading Hiplack supports 6-11-8 setback lacks 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 (3) 0 131 "x3 0", min toe -nails at bottom chord 4T 8 6"14 9'3"3 9110"1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Loc R I U / Rw / Rh / RL VERT(LL) 0 038 G 999 360 H 415 / 128 / - / - / - VERT(TL) 0 142 G 999 240 E 427 / 64 I - / 0 / - HORZ(LL) 0 009 F - - D 305 / 151 I - l - I - HORZ(TL) 0 020 F Wind reactions based on MWFRS Creep Factor 2 0 H Min Big Width Req = 1 5 Max TC CSI 0 786 E Min Big Width Req = - Max BC CSI 0 673 D Min Brg Width Req = - Max Web CSI 0 579 Bearing H is a rigid surface Bearing H requires a seat plate VIEW Ver 17 02 01A 1115 21 H • /i r o. 708 1 ONAL CIO A # iftm 1w010r 08/02/2018 W 106 15 15 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 375 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 382 -1275 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 (BuildingComponentSafetyInformation, by TPI and SBCA) r 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 rl4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuddincLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the-rn,co~ truss in confgrmance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaenineerinqresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisdrawingforanystructureisp e responsibility of the Building Desigrier per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1627 / T21 / HIP_ Cust R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 4 FROM HMT DrwNo 213 18 1454 08991 Truss Label: HJ7A KM / WHK 08/01/2018 Loading Criteria (pso TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5'2"3 9110"1 5'2"3 47'14 12 424 3X6 C N OV O B A L-AN 3X4(B1) 1'5" 9'5"10 14"6 9'5"10 9'10"1 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 18 ft TCDL. 4 2 psf BCDL' 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from 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 #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) -0 023 C 999 360 VERT(TL) 0 061 C 999 240 HORZ(LL) -0 010 E - - HORZ(TL) 0 012 E Creep Factor 2 0 Max TC CSI 0 809 Max BC CSI 0 621 Max Web CSI 0 392 VIEW Ver 17 02 01A 1115 21 Additional Notespl+i+{t1l+uirru Provide (3) 0 131"x3 0", min toe -nails at top chord 0""0 H, Provide (3) 0 131"x3 0", min toe -nails at bottom chord `i t•,.•.... evil o. 708 1 S AT O coo, #0 Ali. `o,` f+' 08/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 423 /181 /- /- /- /49 E 439 /101 /- /- /- /15 D 312 /209 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Beanng B is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 437 - 755 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (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 propperly attached ri id telling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . . listing this drawing indicates acceptance of ro essiona en ineenno responsibility solely for the design shown. The suitabilityanduseofthisgnawingforanystructureistheresponsibiIlWoftheBuildingDesigrferperANSI/TPI 1 Sec.2. ALPINE M, my cow.aun 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number, N333522 Ply 1 SEQN 1629 / T51 / HIP_ Cust RR8975 JRef 1Wd589750109 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1454 08306 Truss Label: HJ7S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 3X4(B1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 43 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from 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 #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 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 (3) 0 131"x3.0", min toe -nails at bottom chord 5' 2"3 9110,11 5'2"3 47' 14 9' 5" 10 9' 5" 10 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf. NA Ce. NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE Dell/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) -0 023 B 999 360 VERT(TL) 0 059 B 999 240 HORZ(LL) -0 010 D - HORZ(TL). 0 012 D Creep Factor 2 0 Max TC CSI 0 803 Max BC CSI 0 627 Max Web CSI 0 397 VIEW Ver 17 02 01A 1115 21 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- 149 D 443 /105 /- /- /- /15 C 311 1211 /- I- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp A - B 449 -749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp B - E 446 - 763 08/02/2018 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 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 propperlyattachednpidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqInstalledperBCSIsectionsB3, B7 or 910 as applicable Apply plates to each face oftrussand 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 BuildincL 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 seal on this drawing or cover page, listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE MI ff W :OMDAM' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1630 / T42 / HIP_ Cusl R R8975 JRef 1 Wd589750109 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Qly 2 FROM RDG DrwNo 213 18 1454 08367 Truss Label: HJ2 CH / DF 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Lid. 47 00 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 12 C4.24 r T T 1'5" Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20 90 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 1-10-0 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 -nails at bottom chord 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf. NA Ce NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE 2'7"1 2'7'r 1 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 D HORZ(TL) 0 001 D Creep Factor 2 0 Max TC CSI 0 136 Max BC CSI 0 031 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 y r,• F o. cos 1 o:• SAT O ; Q coAL 08/ 02/2018 in Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 151 /- /- /- /4.9 D 4 /- /7 /- /- /15 C 18 112 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (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 propperly attached rI id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,an failure to build the wmvcoMcu truss in conformance with ANSI/TPI Pl1, or for handling, shipping, installation and bracing of.trussesA seal on this drawi g or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisQawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 r- 120 mph Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Bence Goble Vertical Spacing Species I Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace Is 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' B' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' B' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' p Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' j S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Nt Nt F 3 3' 9' 5' 3' 5' 7' 6' ill 7' 5' 9' 2' 9' 7' 10, I1' 11' e' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' Il' 7' 5' 9' 2' 9' 7' 10, 1l' 11' e' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F 3 4' 2' 7' 1' 7' 9' 8' 9' 9' V 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' i U H F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' 111 O I 1 Standard 4' 2' 6' V 6' 5' B' 1' 8' 8' 10' 5' 10, 10' 12' B' 13, 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' B' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' QJ D- 4 D F L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Stud 44' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' B' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10' 11' 10' 12' 7' 14' 0' 14' 0' Q 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' UU IJF Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I 1 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9'• 7' 4' 7' 10' 9' B. 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 4' 9'- 77 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 1 6' 6' 1 6' 11' 8' B' 1 9' 3' 1 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hen -Fir N1 / 82 Standard 1 1 N2 1 Stud N3 Stud 1 1 03 IStandard Dou las Fir -Larch Southern Pineww N3 # 3 Stud Stud Standard Standard Group BI Hem- Flr N1 L Btr NI Dou las Flr-Larch Southern Pineww NI Nl N2 M2 lx4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes) Wind Load deflection criterion Is L/240. Provide upLlft connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. aymn L Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) able Truss )K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlon )K) k'For (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may lee T doubled when diagonal 18' )1E 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 600N 'L' at each end. Max web Brnce Gable Vertical Plate Sizes total length Is 14', e I Vertical Length No Splice 2x6 DF-L N2 or Less than 4' 0' 2x3 better diagonal Greater than 4' 0', but 3X4 Vertical length shownV4- brace) single 9 llllll 1 I/ilff less than 11' 6' In table above.ordouble cut ) // Greater than "' 6' 47(4 as shown) at L 1 f• + Refer to common truss design for upper end. • peak, splice, and heel plates. IM Connectdlagona at t IFIN ix • Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart ab •Oar nx nbl v e r Ic len4h. not addressed by this detail. wwARrm1O— READ AND FOLLOW ALL NOTES a THIS DRAVDia 1e O 7 8 1 _ REF ASCE7-10-GAB16015 wwDPoRTANTws FUa4TSl1 THISDRAWING7I1ALLf7,lTRACTCRS DIl1UDING THE INSTALLER Trusses require extreme care ion fabricating, handing, shipping, Installing and bracing. R•f.E to arn4 fellow the latest edition of ICSI (lustling Component Safety Information, by TPI and SICA) f slaty S DATE 10/01/14 p-ctioes prior to performing these functions Installers shall provide temporary bracing I I. unless no otherwise, top chord shall heve property attached structural sheathing and am ch d = DRWG A16015ENC101014 as shall have • property attached rlpld telling. Locations shown for permanent lateral restrain of ebb CAT O a fff77l rrr'' I shall have brocI ng metalled per ICSI sections 23, 37 or Ila, — epplioable. Apply plates to e + f • ; Qw Q I I I LJ I 1 of truss and position as shown above and m the Joint Detalls, unless rated otherwise. III IU ILf Refer to droeings I6CA-Z for standard plate positions. • • ['V r Alpine, a divlslon of ITV IuldFp Components Group Inc shall net be responsible for any devio e•• 4 i\ C AN RWQDMPAW this drawing, any faMrre to build the truss In conformance with ANSI/TPI 1, or for handLrrg, •• , e' MAX, TOT, LD, 60 PSF Installation L bracingoftrusses. aaee.m,aw gas A seal on this growing or rover page Ilrtwng this drawng. Indicates acceptance of profesziorol 13723\ Rrverpon\ Dnve engbwori ng rwspan4bAltyy solely for the des shown. The suitability wW use of this drawYq t Suite\200 for any structure b tine respornsbRlty of tin lu4dng Designer per ANSVTPI t Sec2 y4 0 A4 \ Maryland\Heights,\MO\ 63043 For Wore Infomation see this Job's general rates page and these gob altos 7jNfp IMII* MAX. SPACING 24.0' ALPINE, • w.alpineltwconlTPI- www.tpinstargi SICM www.sbclndustry.orgl 100 www)ccsafe.org 5 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 ri 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 r 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ri 120 mph Wind Soeed. 30' Mean Heloht. Partially Enclosed. Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces Q) Ix4 'L' Brace al(1) 2x4 'LBrace Is 2) 2x4 'L' Brace 1) 2x6 'L' Brace is(2) 2x6 L. Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' U S f F3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q HF Standard J S P 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' i1' 9' 3' 191' 9' 12' 2' 13' 11' 14' 0' 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' ou I DfrLStud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13' 0' 1 % 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' ID' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P P 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U u r rlrStud 4' 0', 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' Q 1 4' 5' 7' 3' 7' 6' 8' 7' 8' I1' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' l' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ A D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 6; Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' ill 9' 14' 0' 14' 0' 1 / # 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' C lam! S P F 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u P Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O 1 Stnndnrd 4' 5' 6' 6' 6' 11' 8' B. 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' Ill 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 1 7' 11' 1 8' 2' 1 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L I Stud 4' 6' 1 6' 10' 1 7' 3' 9' I' 1 9' 7' 1 11' 0' 1 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' a-- 1 Stnndnrd 4' 5' 1 6' 1' j 6' 5- 8' 1' 1 8' 7' 1 10' 11' 1 11' 5' 1 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI Spruce - Pine -Fir Hem -Fir 1 / # 2 TStqndqrdU 1 #2 Stud M3 1 Stud 1 1 N3 Stnndnrd Dou ins Fir -Larch Southern Pine 3 # 3 Stud Stud Standard Standard Group BI Hem - Fir 1 L Btr I Dou las Fir -Larch Southern Plnew 1 Nl 2 # 2 Ix4 Braces shall be SRB (Stress-Roted Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections For 135 pLf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Symm Attach 'L' braces with 10d (0,128'x3.0' min) malls. About) able Truss AFor ( U 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, T in 18' , I8(end zones eend 6' space o c malls 3betweenzones. vertical length may be doubled when diagonal 18, )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length. diagonal brace for 690N I Gable Vertical. Plate Sizes at each end. Max web Brace total length Is 14'. Ai# Verticnl Len tin No Spit ce 2x6 DF- L #2 or Less than 4' 0' 2x4 T Greater than 4' 0', but better diagonalI11111 1 11ir1 less than 12' 0' 4x4 Vertical. length shown bracer single 8' In table above. or double cut . fib'/ + Refer to common truss design for 45' (asshown) at L 1 ` a upper end. 1 a w r peak, splice, and heel plates. I alit as Connect diagonalof . aa Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart a)ove r%or m x able ver ca en •%1, not addressed by this detail. VARNB/O— READ AND FOLLOW ALL NOTES ON THIS DRAWING 0. REF ASCE%-10-GAB16030 wwDf4XTANTse FIBhOSH THISBRAVINGTOALLCONTRACTORSDKLMINGTHEINSTALLERS.=4d' folllo sthe 1teesteedltiort2Cslln["cliinng Chp—mitt SafettyypInff-tionl byaTFland SicAReI., DATE10/01/14 prwctk.t prior to performig the" functions. Installers shall provide temporarybrep Unless notes other. 1", top chord small have properly attached structural shrathirg and bat S p1T O DRWG A16030ENCi01014 sa sh.It h.-'a property attached IWpId calling. Locations shown For permanent lateralreslreIntsmall have bracing Installedpar3CSIsections33, 37 or lie, as applicable. Apply plates to eaof truss and positionassh.— Now end on the Joint Detass, unless noted otherwise. Refer to drawings I6OA-2 for standard plate posltbro. Alpine, a division of ITV Building Components Group Inc. shall not be responsible fr any devleANnwcc PANY this drawinganyfalturetobuildthetrussInconformancewithANSI/TPI 1, or For handling, shis•wea, MAX, TOT, LD. 60 PSF Installation L bracing oftrusses.A see) on this drawing or cover page listing this drawing, Indicates acceptance of professiony13723\ Rrverpon\ Dnve engIneerwg resporMYlty solelyfrthedesignshownThesvltabNtyaMmeofthisdrawing ` ON AL Y 1.We\200 fr eery struct re Is the responsib" of the Binding Designer per ANSI/TPI 1 S—Z'rJf 1/i Maryland\Heights,\MO\63043 For more Information see this Job's general notes pope and these web sites, 1 fHf11lot,M MAX. SPACING 24.0' ALPINE- w walpinNbcomi TPIL wes.tpinstarg, SBCM w—sbc"histry.orgi 100 —.1—safe.orp Gable Stud Reinforcement Detail ASCE 7-10; 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 140 moh Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B rSPr 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' S' 8' 9' ill 1' Il' 7' 13' 3' 13' 9' 3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' ill 3' 13, 1' 13' 7' Q H F Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' 1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' IV 8' 13' 4' 13' 11' J S P 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13, 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' u D F L Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13, 8' d Standard 3' V 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U 1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' e' 10, 1' 12, 9' 13' 3' 14' 0' 14' 0' S P rr 3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' U u P Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13, 1' 14' 0' 14' 0' Hl Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11" Ill 1' ill 11' 14' 0 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' 11' 13' 5' 14' 0' 14' 0' S P 2 4' 0' 6' 10, 7' 2' 8' 1' 8' 5' 9' B. 10, 1' 12, 9' 13' 3' 14' 0' 14' 0' 3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' 0) rDr L Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' L U u Stud 4' 3' 7' V 7' 7' 8' 10' 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' O I F Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10, 6' 10, 11' 12' 10' 13, 9' 14' 0' 14' 0' X 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' S P k2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 11' V 14' 0' 14' 0' 14' 0' 14' 0' d C j.-- I 3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 0' D F L Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11- 0' 13' 5' 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3' 10' 11' 1 11' 11' 1 12' 9" 14' 0' 14' 0' Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem -Fir NI / #2 Standard #2 Stud N3 Stud 1 1 #3 IStandard Dou las fir -Larch Southern Pines• N3 N3 Stud Stud Standard Standard Group Bh Hem -Fir I L Btr 1 Dou las Flr-Larch Southern Pine— 1 Nl N2 N2 lx4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About jl= Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss X For (1) 'L' brace- space nails at 2' O.C. In IS' end zones and 4' o.c. between zones. K)JEFor (2) 'L' braces. space nails at 3' O.C. Diagonal brace option- T In IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace Is used. Connect I member length. diagonal brace for 7750 'L' L at each end. Max web Br ce Gable Vertical Plate Sizes total length Is 14'. 31E 31E ' Vertical Length No Spike 2x6 DF-L N2 or Less than 4' 0' 2%3 better diagonal r Greater than 4' 0', but 4x4 Vertical length shown brncei single 18, 1 ililll 111/ff less than 10' 0' In table above. or double cut +• ) 45' (as shown) at L 1/f, + Refer to common truss design for upper end. WINpeak, splice, and heel plates. e /( Refer to the Building Designer for conditions Connect diagonn at • \ ••. not addressed by this detail, midpoint of vertical web. Refer to chart . a 4 or ax gab ve ti a th. mVARNM-- READ AND FTI.Lpv ALL NOTES ON THIS DRAWDNiId e lo$ • REF ASCE7-10-GABI8015 wwDPURTAHrw• FueaSH THIS DRAVING To ALL CONTRACT66 DuDDIla_G THE D06TALLOf iTrusses rvqu e extreme care In fabricating, handling, shipping, Installing and bracing, Reflr to ritl fot( ow the (&test edition of SCSI (wilding component Safety Information, try TPI end SIGU fet7 _ DATE 10/01/14 practices prior to performing them functions. Installers shall provide temporary bracing Lw Lk - A.- noted othe..lm, top chord shalt have property attached structurat sheathing and b ton cord E DRWG A18015ENCi01014 shall have a properly attached r d ceiling. Locations shown for permanent lateral rostra of welt f7 I shop have bracing Installed per 1CSt sections 23, 17 or DIO, as &pWkabi.. Apply pinles < I h FaFf S AT O AtIIIilll I of truss and p—ttion as shown above and — the Joint Details, ,Lee. noted otherwise. i./(¢ w L$' I IL— 1 r Il f— Refer to dr&.Ings I6CA-Z for standard plate positions. / • l! AlpM, a division of ITV Building Components Group Inc. than not be responslM For any Wv1.%• /~ i •a / 1 AN mvaonAP(wr this drawing any Failure to build the truss In conformance with ANSI/TPI L or for hantlling s •. a +* MAX. TOT. LD. 60 PSF InstallationLb—ing of truisms. ••w•&air es•••• A seLL on this drawing or cover page UwUng this drawing, Ydcates acceptance of profe.aonLL 13723\ R, a pan\ Dr— enprneerh respontrsity solely for the design shown The sdtLLMty end use of thY i—ing ( j G S u i t e\ 200 for say st ..t— is the respia—b Uty of the IhAdrng Deslprner per M6I/TPI 1 Ser.2 ' 4 S jOA l A h, Y t,` Maryland\ Heights,\MO\63043 For more information see this Job's general notes page and these ..b sites fF IIMI MAX. SPACING 24.0 ALPINE. r w,alpheltwconi TPI- w.w.tpinst.orgi SICK e.r.sbdndustry.orgi IM ...Jccsaf..orp CLR Reinforcing Member Substitution T-Reinforcement This detail. Is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcements or reinforcement method Is desired. L-Reinf, Notes: This detall Is only applicable for changing the specifled CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified,in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint 1 T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 1 2x6 2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()1() T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, i Apply to either side of web narrow face. Attach with lod (0,128'x3,0',min) nalls at 6' a,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement; Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. uVARNINGI— READ AND FOLLOV ALL NOTES ON THIS DRAWING ssDPIIRTANTss FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care h fabricating, handlig, shipping, Installing and bracing. RafefoliostheIatertedltlonofICSIOuRdingComponentSafetyInformation, by TPI and SICA) for Practices prior to performing these functions. Installers shall provide temporary bracing pe Unless rated otherwise, top chord shall have properly attached structural sheathing and bot ws shall have a properly attached rigid telling, Locations shown for permanent lateral restraint shall have bracing installed per ICSI sections 13, 17 ar 110, as appltnble. /pPIY Platys to III III Ill r of truss and poslSIon az shown abave and on the hint DetaRs, unless noted otherslse. Refer to drawings 16CA-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any cl-latl RW COMiMNY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, ship Installation s bracing of trusses. A seal on this drawing or cover page listing this drawing, ideates acceptance of professional 13723\ Rrverport\ Dnve erigirerig responslblJty solely for the design shown TM suitability and —a of this drawing Suite\200 for structureanystructe Is the resporrdblHF yoftheidng Deslprrr par ANSVt. TPI ISec2- For more Information see this Job's general notes page and these web sit— ALPINE- sss. alpinelts.com, TPI- w—Apinst.arg, SICA- wwwsbclndustry.org, ICO wwsJccsafe,org Scab 1Y` H a aauaa•• a e'// 1"CIAJAa /ice T-Reinf. L-Reinf. i T L PSF REF CLR Subst, Z TC DL PSF DATE 10/01/14 AT 0 wie A.- F BC DL PSF DRWG BRCLBSUB1014 4 BC ILL PSF a.e„ al••a•'t ` `! TOT, LD. PSF AI. `` DUR, FAC, MYQIIAhlIRBH11 NitiM 2018 SPACING T Relnfol Memk Ga Tr Gable Detail Fir I Pt -in VPrticnls Gable Truss Plate Sizes opropriate Alpine gable detail For e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. P. 2* 2X4 2X8 rroviae connecTlons tor upurT speciriea on Tne engineerea Truss aesign. Attach each 'T' reinforcing member with End Driven Nalls- IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails- 10d Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENCI01014, A14015ENCI01014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A1203OENCI01014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 S11515ENC100815, S12015ENC100815, S14015ENC10081 owK.SHNQJWP,15, S18015ENC100815, S20015ENC100815, S20015END P", 001 D10 ft4y S11530ENC100815, S12030ENC100815, 514030E03C1S18030ENC100815, S20030ENC100815, S200 Mk'vl'iSeeappropriateAlpinegabledetailformaxAC&'IrTf l T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SIR R3 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' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 VAIMINGls. READ An Fu1oV ALL NOTES w TNIS DRAVING! I PDRTANTss FURNISH naS DRAVING M ALL CDNTRACTORS INCLUDING TIE tNST Z REF LET -IN V E R T DATE 10/O1/14 QII 1LJJo ANITWCOMPANY 13723\Riverport\Dnve Susie\2DO Marylantl\Heighl5,\MO\6304J TafollowthelatestedltlonofSCSI (Bustling Component Safety Information, by TPI and SDfaafetn's Trusses require extreme core In fabricating, handling, shipping, Installing and bracing.andpracticespriortoperformingthesefunctions. Installers shall provide temporary braCSI. 1 Unless noted otherwise, top chord shall have properly attached structural sheathing shall have a properly attached rigid c0ing. Locations shown for permanent lateral restraint shall have bracing installed per SCSI sections 13, 17 or 110, as applicable. Apply plates to ea f of truss and position os shown above and on the Joint DetaXs, unless noted otherwise. Refer to drawings I6CA-z for standard plate positions. Alpine, s division of ITV Bullding Components Group Inc. shall not be esponsible for any deviation this drowl&ng any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shpping, Insttaation L brscing of trusses. A seal on this drawing or cover page Ulsti g this drawling, Indicates acceptance of professzi enBin••r'InB re ty •Uy for the design •he- The s•ty and use of this drawing for any structure Is the responsibility of the Bulking Designer per ANSI/TPI I Sect. For Wore Information see this Job's general notes page sad these wtb sites ALPIND www.alpneltw.con) TPI- www,tpnst.orgi SBCA- www.sbcndustry.org) IC6 w jccmfe.orp t = O i ' L. 1 C • v rate tit te.,rwi• '` i4 I/ A , w/J 10% LfJ1Ml ItcllirlUMLt OA RX W§2018 MAX, TOT. LD. 60 PSF DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24.0' NAIL REINF RCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line, nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x OA05' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth Alpine 18-gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nall Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-9age Wave Alpine 20-gage H Alpine 18-gage S A &NF9 AN RW QOMPANY 13723\ Riverporl\ Drive Suite\ 200 Maryland\ Heights,\ MO\ 63043 Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. This Detail Is Applicable nlyy Offset No -More Than 1/2' Fr asiVAINDliss READ AND fTw r nV ALL NOTES DI TIOS DRAVDGI DVMTAWr a FLMISH THIS DRAVING TO ALL CRf RACTORS DICLUDDIG THE WSTALLI Trusses r.q b-. estreme care in fabricating, handling, shipping, Installing and bracing. RI llae the latest edition of 3CSI (Building Conponent Safety Infornotlon, by TPI and SICA) actkes prior to performing these functlons. Installers shall provide temporary bracing less noted otherwise, top chord shall have properly attached structural sheathing and Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). T hl s e¢}l.el .wJ l1 In . I a gn P i o o.7.08" D• to mid all hove n overty attached rigid ceiling. Locations shown for pernanent lateral restrnlrS o elfl S qT . a a ull hove bracing installed per SCSI sections 13, 37 or 110, as applicable. Apply plates to d7di f sjf truss and position as shown above and an the Joint Details, unless noted other.,... e fifer to drawings 16OA-Z for standard plate positions, •s 444 Alpine, a division of ITV Building Corponents Group Inc. shall not be wsponslblw Far any devh n • J •`-' its drawing any failure to build the truss in conformance with ANSI/TPI 1, or for hardline, •hip •w ` + • G !, i rtallatiom L bracing of trusses. ••e•eu a•+'• A seal on this drawing cr cover page listing this drawing, Indicates acceptance of prof.ssbnol gins 5 0 mWor l)ty solely for the design shown The sultalWty wrd use of this dr awk 9 G r way structuree Is the responsibility of the IhDesigner par ANSI/TPI I S—Z f 4 S10 J For pore information see this Job's general notes page wind these web sites. off I I I1 tr ALPINEww.atpinelt—i TPL www.tpinst.orgi SOCM wew.sbcindustry.orgi IM —.1ccsafe.orgco Line Joint Configuration. ctor Plate Has Been h On The Truss Design Drawing. REF NAIL REINFORCEMI DATE 10/01/14 DRWG REPPLTNL1014 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 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 Orr 120 moh Wind Soeed, 15' Mean Heloht, Partlally Enclosed, Exoosure D. Kzt = 1.00 S 2 x 4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace - 1) 2x4 'L' Brace is 2) 2x4 'L' Brace - 1) 2x6 'L' Brace at 2) 2x6 L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' U S P F H F 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10, 11' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' R1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' J a S P 82 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' k3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' of CDr L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U t«1 / 82 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P P N3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' DJ O Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 83 D F L Stud Standard 7' d S P F SI / 82 7 7 10' 7' 5, 4, 0' R3 4' 0 7' 1 7' 8' 10' 14' 0' 4' 0' U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' X Nl 4' 5' 1 7' 4' 7' 7' 1 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d N S P M2 4' 3' 7' 3' 7' 6' 8' 6" 8' 10' 10, 2' 10' 7' 13' S' 13' 11' 14' 0' 14' 0' k3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 13' 4' 13' 10' 14' 0' 14' 0' D F L Stud 4' 2' 1 7' 2' 7' 5' 11 10' 1' 1 10' 6'1 13' 4' 1 13' 10' 14' 0' 14' 0' Standard 1 4' 0' 1 6' 6' 6' 11' 1 8' 5' 1 8' 9' 1 10' 0' 1 10' 5'1 13' 2' 1 13' 9' 14' 0' 14' 0' aymmAbout, able Truss Dlagonal brace options vertical length may be TI doubled when diagonal lB' K brace Is used. Connect Jdiagonalbracefor6001 at each end. Max web Brace total length Is 14', 2x6 DF-L N2 or better diagonal T It Vertical length shown bracer single 18, In table above. or double cut 45' as shown) at L 1 upper end. 0 Connect dlagono at midpoint of vertical well. Refer to chart w•VARNDwieas READ NO FOLLOV ALL NOTES ON THIS DRAVDIO : ssDPORTANfww ROM TMS BRAVING TO ALL fLCENACTCRS V.I.. T1E OCSTALLOlS= Trusses r,q lr,, extreme care in fabricating,handlbq, shipping, IntWIing and bracing. Ref t follow the latest edition of ICSI Clullding Component Safety Inf.—tbn, by TPI and SIGu fo prnctkes PH to performing these functions. Installers shall provide temporary Iw•ncI_ l Unless roied atlierwise, top chord properattachedngllhaveproperlyattachedstructuralsheathiand bo shall have . properly attached rigid [Ming. Locations eh..n for permanent lateral restraint I FI 1mvuse bmposlIng installed per NCSI sections R7 or 310, as as plates to eo plypUd o of oftruss and position hoer above and on tM JOYrt theDet unless unlessnoted lee. dotIIIIIIRefertodrawings16DA-Z for standard plate positions. AN Rwcx*A PAW Alpine, a division,of ITV Building Components Group Inc. shall not be responsible for any devlati this drawing, any failure to build the truss in conformance with ANSI/TPI L or for handling, sNpl inst. 11etbn L bracing of truest.. seal A onthis drawing ar cover page Ilstbp this drawing, Indicates acceptance of professional Rwerpon\ Dove for amyengmearli% 1. tt solely h des mow^ The suttarltt)' ANSI/TPI I Sect wl ofthisdm tie drq Designer k SuiteSmle\ 20U MarylaM\ Height.,\ MO\63043 ucture of per For Wore information ate this Job'. general notes page and the.. ..b sites ALPINE- weer. alpineitw.conl TPI- www.tpinstargi SDCM www.sbclndustr urgi IM www.1—safe.org or AWO.", V{! fQNAI. Bracing Group Species and Grades, Group AI S ruce- Plne-Flr Hem -Fir N1 / N2 Stantlnrd N2 Stud N3 Stud 1 1 k3 ISt.roard Douglas Fir - Larch Southern Plneww N3 N3 Stud Stud Standard Standard Group BI Hen -Fir NI L Btr kl Douglas Fir - Larch Southern Plnews kl NI k2 N2 1x4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial. 45 Stress -Rated Boards, Group B values may be used with these iades.i Gable Truss Detail Notesi Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing ( 5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For ( 1) 'L' brace, space nails at 2' o.c. In Is' end zones and 4' o.c. between zones. K )KFor ( 2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th n44" Less than4' 0' Greater than 4'0',butless than It' 6' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. X. TOT. LD, 60 PSF X. SPACING 24.0' EF ASCE7- 10-GAB16015 ATE 8/ 3/15 RWG S16015ENC100815 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 120 moh Wind Speed, 30' Mean Helaht. Partially Enclosed. Exoosure D. Kzt = 1.00 GobLe Vertical. n e .®®®®®®®®®®® NM"- aymm About IL able Truss Dlagonal brace option vertical length may be T doubled when diagonal 18' iK brace Is used. Connect L I diagonal brace for 690k L' tlateachend. Max web Brace total length Is 14'. iK iK 2x6 DF-L k2 or Vertical length shown In table above. 145'(as better diagonal brace) single or double cut shown) at T- B' L tl K 1 upper end. Connect diagona at 14N `N Refer to chart jdbn%! or pax qabv WAW INGII READ AND FOLLOW ALL IQTES IH THIS DRAVDQ a Q. 7 Op csDFMTANTssFUMSH &S DRAVING To ALL CONTRACT13RS INCLUDING THE DISTALLERr e O require extreme care In fabricating, handling, shipdna, Installing and brocina. RefID' to aril prwcc a prxr io pwrrorn q ions. ins- aw sago provias temporary orac nU n' w Unlewhallss noted Other.W, top chordpIdshell hove properly attached structural sheatHN and Y ton clyrtl bikNshellMvebraInlnitalledcperkL`SI sectlgarnsLk3 7 ortions 310, as ppkable.ntApply relates to alrostra. ar4 SAT O ; rA of truss and position as shonm above and on the Joint Details, unless noted otherwise.if Refer to dra s 16OA-z for standard Z a wYq patty positions..4 16e Alpine, o division of ITV khirYp Coiponents Group Inc eMll not be responsible for on y devla eT*Je tt(V. AN RWCXWPtANYthisdrawlingonyfasuretoYJIdthetrusshconformancewithANSI/TPI 1, or for hanrlYng, as wea stellatbn L bracing of trusses. - ea weigh. ass we 1 A soat on this drawing or cover page Ustft this drawing, ideates acceptance of professionol 13723%Riverport\ Dnve engYgMiD resporWMshown. lty solely fortheresignown. The shrtaMoar use oause of this dm*V f Style\ 200 far arhy structure, Ie the respons•Llty of the IkAdng Desiqur per ANSI/T I 1 Ser2. ,pr S rQN a1. at Maryland\Helghts,\MO\63043 For rare Infornatlon see this Job's perrral rates pope and these web sltes wff took, ALPIND w—stpi neitwsom TPI- www.tpinst.orgi SICA- www.sbcinrustry.orgi ILO wwwkcsafe.ar Bracing Group Species and Grades, Group AI S ruse -Pine - Fir Hen - Fir NI / N2 Stondard k2 Stud k3 Stud N3 Standard Dou Las Fir -Larch Southern Pine sw N3 N3 Stud Stud Stnndnrd Stnndnrd Group BI Hen - Fir MI L Btr Nl Dou Las Fir -Larch Southern Pines— N1 kl N2 k2 Ix4 Braces shall be SRB ( Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360, Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d ( 0.128'x3.0' nln) nails. X For (1) 'L' brace, space nails at 2' o.c. In Is' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len fltin No S fl Less than 4' 0' 2X4 Greater than 4' 0', but I 4X4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GABI6030 DATE 8/3/15 DR W G S16030ENC100815 MAX, TOT, LD. 60 PSF MAX. SPACING 24.0' STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH IOd BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) 10d COMMON (0.148'x3.0') OR BOX/GUN <0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3A') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- 0.148'x3') NAILS OR 4) 10d BOX/GUN attachment methods STRONGBACK BRIDGING SPACING REQUIREMENTS Jp to 10' None required 10' to 20' 1 roe (at center of n) to 30 2 roes U at each U3points) 30' to 40 3 roes G at each U4paints) er 40' Space roes at 10' ncpoints) All scab -on blocks shall be a minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c, (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), V ----V 40 TA0" H .Ryrrrti' ATCH S w •w•aee.ia• f` r G, TO BOTT * • h i_ STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES - °: WA1019Q.. READ AND FRLOW ALL NOTES ON TMS DRAV1103 * • O. T L PSF REF STRONGBACK OPOUAARbFURNISHTHISDRAWDIGToALLDENTRACTDRSOCLUDINGTHEOSTALLMS.3 Trusses requlre ..t ... care In fabricating, hondhhg, shipping, Installing and bracing. RefeNta nd• ratto. the latest edition of PCSI Glundhhg component Safety Information, by TP[ and SBCA> f a y• C DL PSF DATE 10/01/14 practices pior to perfarming the.. functions. Installers shall provide temporary bracing P. 1 S . a Unless noted property a top chard shaft have properly attached structural lateral and bat we S Q` BC DL PSF DRWG STRBRIBR1014 shallhave • properly attached rigoid calling. ctio Locations23,11 shown for permanent lateral restraint we I shall have and position ionas s per aboI sections the Joint orDet as applicable. Apply plates to ea f e dL pOI of truss and ings 1 n as form above and on the is.Details, unless noted otherwise.- 44 r BC LL PSF L_II— ILrJ Refer to dradnps 160A-2 for standard plote posltlons. r a40.•• • Alpine, a clvlslom of Iry Building components Group Inc. shall not b. responslbt• for any d.viatio • .•G t1 TOT. LD, PSF AN iTWOJMPAthisdrawing, y faaurw to build the truss In conformance with ANSI/TPI 1, r for hantlOng, shlppIn •••.a. •ewa• ` ¢ Installation aanyoftrusses. n0h« this, drawing so cfo page d s this TheftabIndicates and! we o of prof. l rS(V NAL ` DUR FAC 1 OO 13723\ Rrverpon\ DrivefitysolelyforthedewhomTin• .ieir per and use of ehls is Suite, No faranystructureIstheresponsWltyoftiN Jldirhg neslgner per ANSI/IPI I seCY. 41 r+ i0Ak1 Maryland\Heights,\ MO\ 630a3 For Hare Information see this Job's general notes page and these web sites BW SPACING ALPINE, w w.alpinelt•.coni TPI, www.tpimstorgi S1CM wwwsbclndustr .r i ICC, ww,Jccsaf..r A Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, K)K Attach each valley to every supporting truss with: 2) 16d box (0,135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square orlpitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max. 2X4 X4 8-0-0 max 4X4 12 12 Max. I 1X3 6-0-0 1X3 (Max Spacing) 1X3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation. Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley I Le-nalLed X3 \ X4 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 2X4 4X4 Tf Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail Valley SPaG',t mn wwmalm, l Partial Framing Plan iiiiIVARNIP07 READ AND fDLLav ALL haTES ON TICS DRATmtri 0, 7$ j T L 30 30 40PSF REF VALLEY DETAILKDFMTAW- FLOM THIS DRAVDIG TO ALL CMTRACMRS DCLIIDDG TW DWALLERi _ Trusses requl— estrene care In fabricating, handling, shipping, Installing And bracing. Refer toyntl follow DL 20 15 7PSF DATE 10/O1/2014thelatesteditionOfSCSI4ultlbgCarponentSafetyInforr.aWn, by TPI aid SIaU for se practices prior to performbp these functions. Installers shalt provide terporary bracing per IC DRWG VAL160101014llnl.ss noted otherwise, top chord shall have properly attached structural sheathing and batten dV. B DL 10 10 10 PSFshalIhaveAproperlyattachedrigidc.lig. Locations shown for pernanent lateral rertr.lnt of shall have bracing Installed ICSI sections 23, 37 110, Apply to f r /\ O11 d 11 I I1' I III LI J ILrJ per r As applicable. plates each e of truss and posltlon As shorn above and on the Joint Details, unless noted otMr•Ise.0 Refer to and P"' 160A-2 for st.M—d plate positions. '. 72 `, _ V LL 0 0 0 PSF 55ANfTWODMPALJY Alpine, dvlslan of ITV Building Conpon.nts Grail Inc. shalt not be responsible for any al tlan f this dr—ing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 4 ` •• I • 1 • T. LD. 60 57PSF Installatlan L bracing of trusses. A seal this dr.wbp or cover page Usting this draft, invlcotes Acceptance of professional A c' v ! DUR.FAC. 1.25/1.33 1.15 1.1513723\Rnrerport\Dnve g r.span .al y for the tle:tpn :rq•n TM sr-bNlty aid use of this drawingV.Z'.P 4 ef L,OA1 A tN\ AI- 1111 Sude\ 200 Pon Anry e hi responsWty of tix l Designer per ANSI/TPI 1 Sec2. i Y t SPACING 24.0' MarylarW\Hnghls,\MO\63043 for more lnfarnatl— see this Job's general notes page and these web sites. tµtlwALPINE.. •.aton.lt•.con, TPb www.tpinst.crgi SICAo w wsbdndustry.orgi Ica w-.1—Afe.arg r VALLEY FRAMING 8t BRACING DETAIL Lumber Size and Grade Minumum Requirements Ridge board... 2x6 (min) N2 Southern Pine or better, Rafter spans 20'-D' or less... (A) 2x6 SP 1112, SPF N1/1112, DF N2 or better a) 2x6 SP N2, SPF Nl/N2, DF N2 or better Purllns/Lateral bracing... 2x6 SPFN2, HF N2, DF N2 or better Sleepers-. 2x(width of rafter seat cut) SPF N3 or better 2 parallel 2x6 SPF N3 Cripples and blocking... 2x6 SPF N3 or better Truss Below... See design - Southern Pine Material RIDGE BOARD 2x6) COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS— 2x4 B CKI NG 20PuA'n 24 SPACED 24- O.C. (Where no sheathing GENERAL NOTES 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 purlin with a minimum of 8-8d (0.131'W.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 heels) 40'-0" or loss Maximum valley height: 14'4' Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 8, 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 Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. TO" O.C.(Typ) Connection Requirement Notes 1. 2x6 rafters to ridge 416d toe -nails Attachment can be made directly 2. Cripple to ridge 416d toe -nails or through plywood sheathing 3. Cripple to rafter 4 16d toe -nails by cutting a 2"W' notch In sheathing (•') 816d face -nails 4'-0" TYPICAL 4. Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails S. Purlin Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails 8. Purlin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12 Cri le to 3 16d toe -nails hphed) ( NOT REQUIRED IF SLEEPERS ARE USED) pP N Collar beam to rafter 4 16d toenails 8a BLOCKING NOTESCRIPPLE, BRACING, NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples V-0" to 10'.0" Ion nailed w/ 2 -10d (0.148"0") nails. Or 2x4"r' or scab reinforcement nailed to flat edge of cripple with 10d 50.125'W.0") nails at 6" o.c. 'T' or scab must be 90 % of cripple length. Cripples over 10'-0' long require 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 requirements. Nails are common wire nails unless noted otherwise. JI H. '*w GENS•• C f (A) B) (••) n`ARNId;is Rcw Alm roLLoV ALLmIes m Tens mAvwo 2 j W-TMWA M UW_ No.70861 TC LL 20 30 40 54 REF VALLEY FRAMING d bncktp Refen"to an{ Trusses nqui• extr—a care In fabrlcatine, MMkig, Wppbtg, Insultinand fottm the latest edition of SCSI r...d a ra,tponent safety Inf—tlon, by TPI and SaW foaiini•ty. practlCes peter to perfor?*V these furctiorm Insulter: shell provide tenpor'ary br'adno Pee NRI • e y • ifR TIC DL 10 20 7 7 DATE 10/01/14 DRWG VACNV1801015 wessnotedoth—Ise, top chord shall have property attached structurrt eneawne and bolson c.4. BC DL 0 0 0 0 shah have a propef4y atu0ed cestio. Locations 0— for pererrent latent restraint sobs sera have and po. io.lrtstell.dper abo1sections"onth J or Rlo, as unless no Apply plates to eaQh f, • oftrussabposWonushawhaboveandontheJoint310, s, unless noted otherwise. FA.t . J STATE VT ( BC LL o 0 0 0 ll V AN ITWODMPANY Rehr to dmwkVs I"A-Z fw staMord plate posrdons. Alpkw, a dNsfi- of ITV a.arin the p converenss rdow >.c ah.0 not w nsponWe rorMvry d..Iet sYq, any fasure to build the truss In confwnance vith ANSVgP1 1, w for nasi0 shboNA. i L' OR` O4••'F ems• • TOT LD 30 50 47 61 betattatlon s b_ g of trusses. 7 A seat on this drasep er cover Pape Wtstp this Omebro bidlates amptarce of professlorial y eis,. aee•• 7 DUR FAC. 1.25/1.15 e.pt...p rrap\er_ rsy golly for w stgn sheen the aWabdhq w u— of ttds dnebp f Fir- Is W 1Fr ltlip {4sfprw' N6[/iTt I SerZ by- \`• N 1.. E 133e9 Laket-1 D— Eanh CM. MO 63046 arty sbtcivvv rrKyorrilhly °f per For' Wore brf—tlon a- this job's gerrral not" p`e`tr`ndthese eb'Ius, AVINDeesrlpYvltezAmT1, e—AphrtoM SSCA- ew. yaryl too —Accsafe-0 1 SPACING SEE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / -J 7c::;Z % Documented Construction Value: Job Address: J` Historic District: Yes No Parcel ID: Z Ac_ Residential23 Commercial Type of Work: Cw k Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FJNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE, RECORDING FOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date; 50 Edition (2014) Florida Building Code Revised• June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature of Owner/Agent Date Signature of Contr r/Agent D Ato TONY MAHAFFEY Print Owner/Agent's Name Print Contractor/Agen 's Ne I Signature of Notary -State of Florida Date Signature of o ary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/Agent is J( Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof [] Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30. 2015 Permit App:icntion