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2808 Gipper Cir (a) 18-3252; SFH
Cl7Y OF 1 t_ Building & Fire Prevention Division 4 x SAJ4FORD'' -- - J PERMIT APPLICA TION FIRE DEPt*,R7,:',E.NT Application No: Documented Construction Value: $ a 10 16 Job Address: Q- Q-CK Historic District: Yes No 22-20-30-520-0000- 2-v 3Z'113 Parcel ID: i Residential Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Name Tracy Wiggers Fax: Title: Project Coordinator Email: twiggers@dwhomes-corn Property Owner Information CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive Resident of property? : Contractor Information City, State Zip: PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Phone: 407-681-1920 Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6` Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application ` e 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 co fiance with all applicable laws regulating construction and zoning. Xtureofo&r/Ag—cnt Date it nature of o ractor/Agent Date IN-,e."_ I ,=1__>e A-\ n,.,e_c Print OwncdAgcnt amc Print Contractor' gcwl' amc t,, Signature Nota -Scat f Znfate Signal oNotary-St t lorida ate Y LEE WIGGERS rotary Flbbllc- Stale of Florlde Commission# GG 161813 My Comm. Expires Nov 20, 2021 Owner/ A end t "" , olio e or A' EY LEE WIGGERS d'., - . f.: otary.Public- Slate of Florida JRM." Commission # GG 161813Z 1;` M Comm. Expires Nov 20, 2021 YPCon ct2rflAgenta4Weamttt.,ngMl own to Me or Produced ID Type of ID Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical LK Mechanical K Plumbing® Gas[] Roof Construction Type:y (;7 Occupancy Use: (z. 3 Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: I # of Stories: 2 New Construction: Electric - # of Amps 16-0 Plumbing - # of Fixtures ' (nl Fire Sprinkler Permit: Yes No © # of Heads Fire Alarm Permit: Yes No [4 APPROVALS: ZONING: '9,21• 10 UTILITIES: COMMENTS ENGINEERING:' d`%_`X- && ($ FIRE: Ok to construct single family.home with setbacks and impervious area shown on plan. 42,' /S,e- WASTE WATER: BUILDING: SF Revised: January 1. 2018 Permit Application CITY OF JVL %0' E ;; 7 6 uilrlina & Fire Prevention DivisionSkl4FORD} = -- -- `-J PERMIT APPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ I C3- co M! Job Address: IG=k CAQ-01, QO Historic District: Yes No Parcel ID: 22-20-30-520 0000- Z y113 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Name Tracy Wiggers Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive Resident of property? : Contractor Information City, State Zip: PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised: January I. 1-0ISPermit Application J'- IV 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 co lance with all applicable laws regulating construction and zoning. ll- ature of O ^r/Agent Date 'na^ture or or/Agent Date Print Otvncr; Signature Print ri ate Sign Y LEE WIGGERS I notary PWic > Stale of Florida Commission # GG 161813 My Comm, Expires Nov 20, 2021 da N FKCY LEE WIGGERS otary.Public - State of Florida Commission # GG 161813 My Comm. Expires Nov 20, 2021 Own er/A en"%t ','"•' Bt"1190"% 4 o a or Con I cntBir4edthrough F t)"gi )4picto wn to Me or Produced D Type of ID Produce ype o 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 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Z17 7 Z% WASTE WATER: FIRE: BUILDING: Revised: Januan- I.'_OIS Petniit Application REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: EIE{CyT,RICALPERMIT } :... t :;.,, f. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SJivFoun PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Property Address: 2808 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0280 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 016O F Map Date: Sept. 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 The parcel is not in the: W floodplain 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: BP# 18-3252 Reviewed by: Michael Cash, CFM Date: August 6, 2018 ORD Application for Paved Driveway, Sidewalk or FLORIDA Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you III% 1. Project Location/Address: 2 g3Op (--.t QPE(L C %ae- i-f—, C_ANJci LO CH 3Z;195 2. Proposed Activity: X Driveway Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: SFR This application ' submitte y. Property Owner Signature: Print Name: Casey Dare Address: 21'3WajestEtagle Homes Phone: (407) 865-8208 Fax: Email: cdare@dwhomeS.COm 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 installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have,ryeadnand understand the above statement and by signing this application I agree to its terms. Signature: I 1 i /1 / Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: i Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 reuw use ur veway.pm LUMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake llary, Longwood, Oviedo, Sanford. Seminole Count-,-, Winter Springs Date: VrLQ&AP I here v na e and appoint: an went of: nr w c'„mnar..O to be my la m ful artornev-in-fact to act for me to apple for. receipt for. sign for and do all thins necessary to this app ointmcnl for (check only one option): All permits and applications submitted by this contractor. z) The specific permit and application for work located at: 2 * C) CA eL t lrCC°. i\tiCrrSFi Expiration Date For This Limited Power Of Attorney: 2 ,/ 2 O 2-S License Holder Name: State License Number. Signature of License H STATE OF FLORIDA COL-NTY OF F-1 J The foregoing instriment w,as acknovvl:edaed before me this 2(P day of l p b\v\ ho is p rsonally kno%N•n•.LO Me! or who has produced as identification and xaho did'did not/fake/an oa Notary Sea]) nature Print or Type Name Notary Public — Stag of Conm-,tsslon Number Nil,, Commission Expires: RACHEL BLACKWELL Notary Public - State o; Fiorida 0`M • Commisston> GC ,66876 My Comm.:.xoires Jon ?:. 2022 9Dnded:,T-9h\27Cna:N c REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#: Project Address: "7-R08 (eikpt:)ZQ—C1rLk&S- Electrical Pen -nit #: In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. I The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100 % complete unless specifically approved by the electrical inspector.. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AIHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Casey Dare P n Name of PwTr/Tenant Ignatttr f Owner/Tenant z2 ignature of N&ary Public JURISDICTION EMPLOYEE NAME: NRISDICTION: Casey Dare Pr N Of General Contr. tr hue of eneral Contr. NOTIFIED: O Progress Energy U Florida Power & Light James J. ALanier Point Name Of Elect.Contr. Signature of Electrical Contr. CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 No is Seal or Stamp Oil ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 2/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 ICONTNAME, Ashley Cary PHONE 713-935-8811 FAX 713 358-5713 E-MAIL . ashle ca a comy_ ry@ jg INSURERS AFFORDING COVERAGE NAIC qHoustonTX77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B Weekley Homes, LLC 1111 North Post Oak Road INSURER C Houston, TX 77055-7211 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER- 1052841088 RFVISION NIIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR I TYPE OF INSURANCE IAIN WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DD(YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE DAMAGE TO RENTED PREMISES Ea occurrence) MED EXP (Any one person) PERSONAL 8 ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOCJECT OTHER: GENERAL AGGREGATE PRODUCTS -COMP/OP AGG A AUTOMOBILE X X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY NX AUTOS ONLY 250 OedComp$500 DedColl MWTB312417 3/1/2018 3/l/2019 CO(EaBINS l IN L LIMI 1. 000.000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PR PER DAMAGE Per accident X UMBRELLA LIAB EXCESS LIAB OCCUR I EACH OCCURRENCE HCLAIMS-MADE AGGREGATE DED I I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? N Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A MWC31241800 3/1/2018 3/1/2019 X PER OTH- STATUTE ER E. L. EACH ACCIDENT 1.000,000 E. L. DISEASE - EA EMPLOYE 1,000.000 E. L. DISEASE - POLICY LIMIT 1 $1.000.000 1 7 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Died. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 CERTIFICATE HOLDER CANCELLATION City of Sanford 300 N. Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD p4KE 6.. RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY = a d,b STATE OF FLORIDA DEPARTMENT OF BUSINESSANOriP,gROFESSIONAL REGULATION lfy7a CONSTRUCTION IN1D US;TRYLICENSI:NG BOARD V4ZTHEBUILDING THE PROVISI-Q," OF 7 APE 89T FIORDA STATUTES , S,EY, \/ DARE, CAIT Oil: ID HO`MESHi - i2'13 tElA'U,E STI'CEAG;L1E"8DRI`/E µ PO E+VE+DRA a F1 320$ s .: L17QbkS.,E+NUM`BERt: CBC1 a54984, EXPIRATI NxDA AUG,U5T.31, 2018 Always verify licenses online at MyFloridaLicense.com ter.? L9.i•. a y Iti •• =`• Do riot alterlthis document in any form. . r•. i This is your license. -It is unlawful for anyone. otherthan the licensee -to use this document. k Legal Department David Weekley Homes May 16, 2018 RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area To whom it may concern: Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando Area, namely: Shad Tome Brent Bartholomew Brannon Riley Lary Buffington Casey Dare John Woods Austin Lewis Burchfield ral Counsel Atlanta # Austin # Charleston # Charlotte 4 Chicago 0 Dallas/Ft.Worth 0 Denver • Greater Hilton Head Houston 4 Indianapolis + Jacksonville 4 X- inneapolis/St. Paul 4 Nashville 0 Orlando Panama City • Phoenix Raleih # Salt Lake Ciry San Antonio 4 Sarasota 4 Tampa # Wilmington PNO% SEWANOt 9 COUNTY. R.ORaa Legal Description LOT 28 REAGAN POINTE PB 81 PGS 45-52 Taxes Property Record Card Parcel: 22-20-30-520-0000-0280 Property Address: 2808 GIPPER CIR SANFORD, FL 32773-6000 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 39,160 Land Value Ag Just/Market Value " 40,000 39.160 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 40,000 39,160 Tax Amount without SOH: $745.67 2017 Tax Bill Amount $745.67 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 0 40,000 City Sanford 40,000 0 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 Land Method Frontage Depth Units Units Price Land Value LOT 0.00 1 0.00 1I $40,000.00 1 $40.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits Permit data does not od9lnale hom the Seminde County Property APpralsees office. For details or questions concerning a permit, please contact the building department of the tax district In whlch the property Is located. Extra Features Description Year Built Units Value New Cost No Extra Features FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot28ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2808 Gripper Circle Permit Office: Gk Q S tJn'o City, State, Zip: Sanford , FL , 32773 Permit Number: # - 3 2 52 Owner: 'p yJ} Jurisdiction: 691000DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) ilAEtt' 1. New construction or existing New (From Plans) 9. Wall Types(2488.7 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1350.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 891.33 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1314.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1278.00 ft' 6. Conditioned floor area above grade (ft') 1928 b. Knee Wall (Vented) R=19.0 36.00 ft' c. N/A R= ft' Conditioned floor area below grade (ft') 0 11. Ducts R ft' 7. Windows(299.7 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 390.4 a. U-Factor: Dbl, U=0.34 299.67 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 40.0 SEERA4.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.754 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1928.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 722.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 660.00 ft' None c. other (see details) R= 546.00 ft' 15. Credits Pstat Glass/Floor Area: 0.155 Total Proposed Modified Loads: 65.08 PAC CPASS Total Baseline Loads: 67.76 1 hereby certify that the plans and specifications covered by Review of the plans and OF C ST9TF this calculation are in compliance with the Florida Energy specifications covered by thisgg indicatesCode. calculation compliance with the Florida Energy Code. Before is completed O u PREPARED BY: construction DATE: 7/2/18 this building will be inspected for compliance with Section 553.908 A. I hereby certify that this buildi g, as d Code ned, is in compliance Florida Statutes. COD C¢ with the Florida Energy Wr, OWNER/ BUILDING OFFICIAL: DATE: 2 ( 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). 7/2/2018 2:34'PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FnRM R4()5-?f117 PROJECT Title: Lot28ReaganPointe7413BN Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1928 Lot # 28 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2808 Gripper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1928 17590.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 722 6736.3 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1206 10854 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 151 ft= 19 0.2 0 0.8 2 Floor over Garage 2nd Floor ---- ---- 395 ft' 19 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio 1 st Floor 95.5 ft 0 722 ft' 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ---- _--_ 660 ft' 0 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1418 ft' 318 ftz Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1268 ftZ N N 7/2/2018 2:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1 st Floor 19 Batt 9 ft' 0.11 Wood 2 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood 3 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood 4 Knee Wall (Vented) 1st Floor 19 Batt 9 ft2 0.11 Wood 5 Under Attic (Vented) 1st Floor 38 Blown 58 ft' 0.1 Wood 6 Under Attic (Vented) 2nd Floor 38 Blown 1220 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Spacep Value Ft In Ft In Area R-yahle-Eraction Absor Grade% 1 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft' 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft' 0 0 0.6 0 5 NW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul 1st Floor 7 10 0 9 4 93.3 ft' 0 0 1 0.6 0 7 NE Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft' 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul 1st Floor 7 31 0 9 4 289.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 26 6 9 4 247.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1 st Floor None 25 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.34 0.3 N 40.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 2 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 42.7 ft' 6 ft 4 in 1 ft 8 in Drapes/blinds Exterior 5 3 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 48.0 ft' 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 5 SW 3 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft 5 in None None 6 SW 4 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 11 ft 3 in None None 7 NW 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 8 NW 5 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 9 NE 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 10 NE 8 Vinyl low-E Double Yes 0.34 0.3 N 21.3 ft' 15 ft 4 in 0 ft 0 in None None 11 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 42.7 ft' 6 ft 4 in 1 ft 8 in Drapes/blinds Exterior 5 7/2/2018 2:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 F(1RM RA()S-9n17 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 395 ft' 395 ft' 54.67 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2052.2 112.66 211.88 .3647 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 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 QN RLF HVAC # Heat Cool 1 Attic 6 390.4 ft 2nd Floor 97.6 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 7/2/2018 2:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coo' [ Jan Feb Mar A r Ma Jun X Jul X Aug Se Oct Nov Dec Heating lX Jan HFeb lX Mar f APr f May JunjXj f Jul f Auf Sep Oct XNov XDec Ventin [ Jan Feb X Mar X] A r [ Ma Jun Jul Aug Se Oct X 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 58 0 0 0 1 - Electric Heat Pump 1 - Central Unit 7/2/ 2018 2:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL), DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft') 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 2808 Gripper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1350.00 ftzb. Concrete Block - Int Insul, Exterior R=7.0 891.33 ft 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft' 4 d. N/A R= ftz 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1278.00 ft' 1928 b. Knee Wall (Vented) R=19.0 36.00 ft' c. N/A R= ft' Area 11. Ducts R ft' 299.67 ft' a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 390.4 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 40.0 SEER:14.00 ft' 3.754 ft. 0.300 Insulation Area R=0.0 722.00 ft' R=0.0 660.00 ft' R= 546.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspe ' n. herwise, a new EPL Display Card will be completed based on installed Code co liant f at re . Builder Signature: Date: Lk Address of New Home: v-Lt_E City/FL ip: 4-l_ 13Z'Y-13 kBtu/hr Efficiency 41.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat OF'ViiE ST,gl 0 f COD WE C¢ 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. 7/2/2018 2:34 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL_ IR Manual S Compliance Report KUM• Mll COMMMIG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2808 Gripper Circle, Sanford, FI 32773 Design Conditions Job: Lot28ReaganPointe7413... Date: 7/2/18 By: JA Outdoor design DB: 93.0°F Sensible gain: 28411 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.2°F Latent gain: 5342 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 33753 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31383 Btuh 110% of load Latent capacity: 7052 Btuh 1320/. of load Total capacity: 38435 Btuh 114% of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 24206 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37869 Btuh 156% of load Capacity balance: 28 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. Wri^ghtsoft" 2018-Jul-0214:33:00 a,. Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 8ReaganPointe7413BN\Lot28ReaganPointe7413BN.rup Calc = MJ8 faces: NW 1 DEL -AIR Component Constructions xEATIHs.AMCM011ttt010,e Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-3313853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2808 Gripper Circle, Sanford, FI 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 290N Outdoor: Heating Dry bulb (°F) 41 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Job: Lot28ReaganPointe7413... Date: 7/2/18 By: JA Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, Bahift2-"F ft=-°F/Btuh Btuhift2 Bah Bahia= Ban Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 166-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 It overhang (4 ft window ht, 1.44 ft sep.); 7.2 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 0 ft sep.); 8 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 6.33 ft overhang (8 ft window ht, 1.67 ft sep.); 8 ft head ht ne 385 0.089 13.0 2.59 997 2.80 1079 se 230 0.089 13.0 2.59 596 2.80 644 sw 367 0.089 13.0 2.59 950 2.80 1028 nw 231 0.089 13.0 2.59 598 2.80 647 all 1213 0.089 13.0 2.59 3141 2.80 3398 ne 268 0.167 7.0 4.86 1302 5.26 1408 se 147 0.167 7.0 4.86 712 5.26 771 sw 221 0.167 7.0 4.86 1072 5.26 1160 nw 69 0.167 7.0 4.86 337 5.26 364 all 704 0.167 7.0 4.86 3423 5.26 3703 ne 10 0.049 19.0 1.43 14 2.67 27 se 11 0.049 19.0 1.43 16 2.67 29 sw 10 0.049 19.0 1.43 14 2.67 27 nw 11 0.049 19.0 1.43 16 2.67 29 all 42 0.049 19.0 1.43 60 2.67 112 226 0.096 13.0 2.79 631 1.88 424 ne 20 0.340 0 9.89 198 22.5 449 se 40 0.340 0 9.89 396 20.9 836 nw 8 0.340 0 9.89 79 22.5 180 all 68 0.340 0 9.89 673 21.5 1464 ne 21 0.340 0 9.89 211 18.6 396 se 43 0.340 0 9.89, 422 8.67 370 se 43 0.340 0 9.89 422 12.4 529 all 85 0.340 0 9.89 844 10.5 899 F F Wrightsoft- 2018-Jul-0214:33:00 ACCl1.....,,.,. -...... w... Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 8Reagan Pointe7413BN\Lot 28Reagan Point e7413BN.rup Calc = MJ8 faces: NW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 48 0.340 0 9.89 475 23.2 1113 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.26 ft sep.); 8 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 30 0.340 0 9.89 297 21.3 640 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5 ft window ht, 1.44 ft sep.); 7.2 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 8 0.340 0 9.89 79 21.7 174 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 1.44 ft sep.); 7.2 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 8 0.340 0 9.89 79 27.1 217 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.26 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 0 9.89 309 26.5 827 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 1.44 ft sep.); 7.2 ft head ht Doors 11 DO: Door, wd sc type nw 24 0.390 0 11.3 272 12.1 291 n 21 0.390 0 11.3 242 12.1 258 all 45 0.390 0 11.3 514 12.1 549 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026 38.0 0.76 971 1.42 1821 gypsum board int fnsh Floors 20P-19t: Fir floor, frm flr, 12" thkns, r-19 cav ins, amb ovr 151 0.050 19.0 1.45 220 0.73 110 20P-19t: Fir floor; frm flr, 12" thkns, r-19 cav ins, gar ovr 401 0.050 19.0 1.45 583 0.73 292 22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989 0 28.8 2748 0 0 Wrightsoft, 2018-Jul-0214:33:00 Right -Suite® Universal 2018 18013 RSU24011 Page 2 ACCP .. , .. g BReaganPointe74138N\Lol28ReaganPointe74138N.rup Calc = MJ8 faces: NW DEL: -AIR Project Summary 1101Ms.MCOMMMs Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Proie6f information For: David Weekley Homes 2808 Gripper Circle, Sanford, FI 32773 Notes: 6/19/18 JA March 6, 2018 RH Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 20154 Btuh Ducts 2199 Btuh Central vent (58 cfm) 1853 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 24206 Btuh Infiltration Method Construction quality Fireplaces Job: LotMeaganPointe7413... Date: 7/2/18 By: JA Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 23462 Btuh Ducts 3802 Btuh Central vent (58 cfm) 1146 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 28411 Btuh Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 3093 Btuh Ducts 725 Btuh Central vent (58 cfm) 1524 Btuh Heating Cooling Area (ft2) 1928 1928 Volume (ft3) 18386 18386 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 153 80 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model C H 14N B0420000A0 AHRI ref 9162578 Outside air Equipment latent load 5342 Btuh Equipment Total Load (Sen+Lat) 33753 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 470F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 28 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FJ#- wrightsoft- 2018-Jul-0214:33:00 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 8ReaganPointe74138N\Lot 28ReaganPointe7413BN.rup Calc = MJ8 faces: NW 1 DEL -AIR Right-JO Worksheet xEam'° cmatmm ° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPoi nte7413BN Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 245. 5 If 9. 1 If 2016. 0 fiz pwdr 13. 0 If 9. 3 ft heat/cool 4. 5 x 8.5 It 38. 3 ftz Ty Construction number U- value BtuNftz° F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 yy 1/ G W - 12C- Osw Frm wall, st 2A_ 2ov _____ 13A- 7ocs Blk wall, s I OC-v 0. 089 0. 3_400. 167 0. 340 0. 049 ne ne.-, ne ne ne 2. 59 9. 89 4. 86 9. 89 1, 43 2. 80 22. 45 5. 26 18. 56 2 67405 20 289 21 10 385 0 268 0 10 997 198 1302 211 14 1079 4_ 49. 1408 396 27 644 836 0 0 0 0 0 0- 0 0 417 0 79 0 79 0 385 0 166- 19ad0 0 0 0 y/ G 12C- Osw Frm wall, st 2A- 2ov _ 13A- 76cs BIk wall, s 1OC- v 2A- 2ov 2B_ 2fv.__ 0. 089 0. 340 0. 167 0. 340 0. 340 0. 340 se se se se se se_ 2. 59 9. 89 486 . 9.89 9.89 9.89. 1.43 2.59 9.89 9 89 4.86 9_89 1,43, 2.59 9.89 9.89 2.80 20.89 5.26 8.67 23.18 12.39 2.67 2.80 21.33 21.69 5.26 272_08 6. 7 2. 80 26. 51 22. 45 270 40 230 7 596 396 0 0 0 0 0 0 0 G G 280 43 48 43 147 43 0 43 712 422 475 422 771 370 1113 529 0 0 0 0 0 6 0 0 0 0 0 0 0.. 0 0 0 0. G W GG 168- 1gad 12C- Osw Frm wall, st 2A-2ov 2B- 2fv 0. 049 0. 089 0. 340 0 340 se swsw sw_ sw sw sw nw, nw nw 11 11 16 29 0 0 0 0 0 0 0 405 30 8 367 4 950 297 79 1028 640 174 0 0 0 0 0 0 0 0 0 T-- G- W _ 13A-7ocs Blk wall, s 2B-2fv _ _ _ 166_ 19.ad __ 12C-Osw Frm wall, st 2A-2ov 2A- 2ov 0. 167 0. 340 0: 049 0. 089 0. 340 0. 340 229 8 10 270 31 8 3 221 0 1072 79.___. 1160 217 27 647 827 180 0 0 0 0 0 0 0 0 0 0 0 0- 10 231 0 014 598 309 79 00 0 0 0 0 0 0 L- D 13A- 7ocs Blk wall, s jjQ0 16B_19ad 0. 167 0 390 0_049 0.096 0,390 0_026 O_O50 nw rnv 4.86 11. 35 5.26 12.11 93 24 i 69 24 337 272 364 42 42 204 221 W nw n 1. 43 2. 79 11: 35 0.76 1.45. 1.45 2.67 1.88 12. Lt 1.42 073 0. 73 11 11 16 29 424 258 1821 110 292 0 0 0 0 0 P D 12C-Osw Frm wall, r- 11 DO 16B_38ad 20P_19t_ 20P=19t 247 21, 1284 151 401 226 21 331 242 971 220 583 2748 0 0 0 0 0 0 0 0 0 0 C F F F _ 1284 151 401 0 0 0 0 0 0, 0- 0. 0 22A- tp1 0_ 050 0,9. 89 28_. 78, 0 00 7322_ 96 0 38 13 374. 0 6 c) AED excursion 0 29 Envelope loss/gain 15259 16138 964 609 12 a) Infiltration b) Room ventilation 4894 0 1574 0 260 0 84 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 4600 0 0 0 Subtotal ( lines 6 to 13) 20154 23462 1224 692 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11 % 01 0 0 0 20154 2199 0 0 0 23462 3802 0% 00/ 0 0 0 0 1224 0 0 0 0 692 0 Total room load Air required (cfm) 22353 1 1333 27265 13331122473 692 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f I.F wrlgF tsof t' 2018-Jul-02 14:33:00 Right-Suite® Universal 2018 18.0.13 RSU24011 Page 1 8Reagan Pointe7413BN\Lot28ReaganPoint e74138N. rup Calc = MJ8 faces: NW 1' DEL -AIR Right-M Worksheet HER= -AM COMMMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPointe7413BN Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family 37.0 ft 9.3 ft heat/cool 1.0 x 352.0 ft 352.0 ft2 kitchen 18.0 ft 9.3 ft heat/cool 1.0 x 238.5 ft 238.5 ft2 Ty Construction number U-value Btuh/ft? °F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (fl2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 t13A-7ocs W 12C-Osw Frm wall, st 2A-2ov _ --- - -- Blk wall, s 10c-v ------ _ 168_19ad -- --_ --_-, 12C-Osw Frm wall, st 2A-2ov ---- - - 13A-7ocs Blk wall, s 1OC-v 2A-2ov 2B_2fv---.-- __ 16B_19ad------ Frm wall, st 2A-2ov 26-2fv-- --- - - 13A-7ocs Blk wall, s 2B-2fv 168_19ad - -- - Frm wall, st 2A-2ov 2A-2ov ne Re ne ne ne - se se se se se se- se- sw sw sw sw sw sw nw nw 2.59 89 4.86 9_89 1.43 2.59 9.89 4.86 9.89 9.89 9.89 1,43 2.59 9.89 9'89 4.86 9.89 1.43, 2.59 9.89 9.89 2.80 22.45 5.26 1Q-56 2_6Z 2.80 20.89 5.26 8.67 23.18 12.39. 2.67 2.80 21.33 21.69 5.26 27.08 2. 67 2.80 26.51 0 0 163 0 9 0 0 131 43 0 43 0 0 0 0 0 0 0 0 0 0 0 0 163 0 0 0 0 45 43 0 43 0 0 0 0 0 0 0 0 0 0 0 793 0 9 0 0 220 422 0 422 0 0 0 0 0 0 0 0 0 0 0.089 0.340 0.167 0.340 0.049 0.089 0_340 0.167 0.340 0.340 0.340 0.049 0.089 0.340 0-340 0.167 0.340 0.0.49 0.089 0.340 0.340 0 0 858 0 9 0 0 238 370 0 529 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168 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. W - W 12C-Osw 0____ 0 0 168 0 0 0 0 0 0 0 0 0 0 0 0 t--G W - 0 816 0 883 0 0• 0 0 0 0 0 0 0tj12C-Osw W _ P D C F 13A-7ocs Blk wall, s 11 D0 _ --_ .__ 16B-19ad 12C-Osw Frm wall, r-' 11 DO- - _--- _ 16B_38ad -- -- - 20P_19t_ 20P-191 22A_ pl -_- 0.167 0_390 0.049 0.096 0.390 0.026 0050 0.050 0_989 nw nw nw . nw n_ 4.86 11_ _35 1.43 2.79 11.35- 0-76 1.45 1A 2878 22.45 5.26 12 11 2.67 1.88 12.11 1_ 42 Q.73 0.73 Q00 51 24 27 24 133 272 0 521 0 0 0 1065 144 291 0 0 0 0 0 0 0 0 187 0 0 0 0 35-- 0 187 0 0 0 37 0 350 0 0 0 0 61 6 0 0 239 0 0 39 21- 0 0 0 0 110 242 0 0 0 518 0 74 258. 0 0- 0 i0. 0 18 6 c) AED excursion 174 102 Envelope loss/gain 3849 26061 16861 1113 12 a) Infiltration b) Room ventilation 740 0 238 0 360 0 116 0 13 Internal gains: Occupants @ 230 Appliances/other 3 690 600 0 0 1200 Subtotal (lines 6 to 13) 4589 4134 2046 2429 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 00% 0% 0 0 0 4589 0 0 0 0 4134 0 0% 00/6 0 0 0 2046 0 0 0 0 2429 0 Total room load Air required (cfm) 4589 2741 4134 2021 2046 1221 2429 119 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed V`I'i" wrighlsoft 2018-Jul-0214:33:00 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 8ReaganPointe7413BN\Lot28ReaganPoint e7413BN.rup Calc = MJ8 faces: NW EL--AIR Right-M Worksheet M CORUMO M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPointe7413BN Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining 27.5 ft 9.3 ft heat/cool 1.0 x 103.3 ft 103.3 ftz retreat/bdrm4 40.0 ft 9.0 ft heat/cool 1.0 x 396.3 ft 396.3 ft2 Ty Construction number U-value Btulyft2 °F) Or HTM BtUWftz) Area (ftz) or perimeter (ft) Load Btuh) Area (ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw Frm wall, st 2A-2ov --- 13A-7ocs Blk wall, s 0.089 0.340 0.167 0_340 ne ne- ne ne ne_ 2.59 9:89, 4.86 9_89 1.43 2.80 22.45 5.26 18_56 2,67 2.80 20.89 5.26 8.67 23.18 12.39 2,67 2.80 21.33 21.69 5.26 27.08 2.67 2.80 26.51 22.45 0 0 47 21 0 0 0 0 0 25 0 0 0 123 0 0 0 492 0 475 0 0 0 133 3%-_- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 247 418 0 0 0 0. W _ y/ T-G 1oC-v 16B=19ad 0_049 0.089 0.340 0.167 0.340 0.340 12C-Osw Frm wall, st 2A-2ov _ Blk wall, s 10C-v 2A-2ov 2B-.2fv---_--_ 16B-19ad 12C-6sw Frm wall, st 2A-2ov 2B-2fv se se_ se se se se- se sw sw sw sw sw s-W_ nw nw nw 2.59 9.89 4.86 9.89 9.89 9.89 1.43 2.59 9.89 0_89 4.86 9.89 1 _43- 2.59 9.89 9.89 0 0 108 20 88 4 228 198 V 0 0 0 0c. 13A-7ocs 149 0 48 0 0 001 0 0 0 532 0 1113 0 0 0 0 0 0 0 0 0 W C 0.340 0.049 0.069 0.340 0,340Y 0.167 0.340 0.0490. 089 0. 340 0. 340 0 Y 0 0 0, 0 0 0 0. 0 0 0 0 0- 0 0.- 575 297 Q 0 622 640 0 0 0 0- 0 0 0 0 0 0 252 30 0 0 0 0 222 4 0 1qJ 13A- 7ocs Blk wall, s 26_ 2fv-- - -- 12C- Osw Frm wall, st 2A- 2ov 2A- 2ov 61 8 0 0 0 0 53 0 0 256 79 0 0 0 0 277 217 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 13A- 7ocs Blk wall, s 1100 16B- 19ad 12C- 0sw Frm wall, r- 11 DO _ 1613, 38ad 20P_ i 9t-__ 0. 167 0 39.0, 0_ 049 nw nw nw 4. 86 11. 35 1. 43 5. 26 12 11 2_ 67 1. 88 12. 11 1. 42 073 0. 73 0 000 0 0 0 0 0 0 0 0 0 0, 0 0_ 0 0 0 0 W P L-- D 0 0 i 0 0 0- 0- 0 0. 096 0 390. 0_ 026 0: 05.0 0_ 050 0 989n 2. 79 11, 35 0. 76 0 0 0 0 0 0 0 0 0 0 0 396 0 23 0 0 0 0 0 0 0 562 Q 17_ C F F 0 0 0 0 28 0 396 0 300 0 1451. 45 0 0 0 0 791 0 0 0 23 0 33 0 2OP- 19t, 28. 78. 103 6 c) AED excursion 116 23 Envelope loss/gain 2428 25511 1630 2482 12 a) Infiltration b) Room ventilation 550 0 177 0 772 0 248 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 0 0 0 1000 Subtotal ( lines 6 to 13) 2978 2958 2402 3730 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 00/0 00/0 0 0 0 2978 0 0 0 0 2958 0 249/6 29% 0 0 0 2402 567 0 0 0 3730 1070 Total room load Air required (cfm) 2978 1 1781 2958 1451 2969 177 4800 235 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgt tsoft' 2018-Jul-0214:33:00 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 3 8Reagan Pointe7413BN\Lot28Reagan Pointe74138N.rup Calc = MJ8 faces: NW DEL --AIR Right-J® Worksheet 1ffj=.=CMMffM ° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPointe7413BN Date: 7/2/18 By: JA i Room name bth 2 bdrm 2 2 Exposed wall 6.0 ft 25.5 If 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 6.0 x 10.0 ft 12.0 x 13.5 It 5 Room area 60.0 ftz 162.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftq Load number BtUWft2 °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yl 12C-Osw Frm wall, st 0.089 ne 2.59 2.80 0 0 0 0 122 122 315 340 2A_2ov-- - 0.340 ne 9.89 22.45 0 0 0 0 0 0 0___ 0 Vj/ 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 L--G 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 1 1 W _ 166 19ad. - - 0_049 ne 1.43 2_67 0 9 0 0 0 0 WW 12C-Osw Frm wall, st 0.089 se 2.59 2.80 54 54 140 151 108 88 228 247 G 2A-2ov 0.340 se 9.89 0 0 0 20 4 198 41.8 13A-7ocs Blk wall, s 0.167 se 4.86 20.89 5.26 0 0 0 0 0 0 0 0 0 loC-v 0.340 se 9.89 8.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B72fv------ _ _- 0.340 se 9.89 12.39 0 0 0-- 0 0_---_ 0__ 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 21.33 0 0 0 0 0 0 0 0 GG 2B-2fv 0.340 sw 9.89 21.69 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 C 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W -- _ 166r19ad _ _ _ 0.049 sw-. J :43 2,67 0 0 0 0 0 0 0 Q yJ 12C-Osw Frm wall, st 0.089 nw 2.59 280 0 0 0 0 0 0 0 0 IL--GG 2A-2ov 0.340 nw, 9.89 26.51 0 0 0 0 0 0 0 0 nvv 9.89 0 0 0 0___. 0___ 0 02A-2ov Blk wall, s 0.340 0.167 nw 4.86 22.45 5.26 0 0 0- 0 0 0 0 0 0L13A-7ocs D 11D0 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 W _ P 16B-19ad 12C-Osw Frm wall, r- 0.049 0.096 nw 1.43 2.79 2.67 1.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0- --- -- -- 0.390. n j1.35, 12.11 0 Q 0 0 0 0 Q C _ 16B-38ad 0.026 0.76 1.42 60 60 45 162 162 123 F --- 20P-19t _ - ---- 0,050 L•45 Q73 10 1-0 15 85 7 60 i __ 60 8Z 230 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 F - 22A-7p1 - - - 0.989 28.78. 0.00 0 0 0 0 6 c) AED excursion 11 205 Envelope loss/gain 200 232 950 1483 12 a) Infiltration 116 37 492 158 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 300 Subtotal (lines 6 to 13) 316 270 1442 1942 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 316 270 1442 1942 15 Duct loads 24 % 29% 74 77 24 % 299/6 340 557 Total room load i 1 390 347 1783 2499 Air required (cfm) 23 17 106 122 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoPt 2018-Jul-0214:33:00 ACA A Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 8ReaganPointe7413BN\Lot28ReaganPointe7413BN.rup Calc = MJ8 faces: NW DEL --AIR Right-JO Worksheet wA°° -=commmmEntire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMeaganPointe7413BN Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bdrm 3 11.0 If 9.0 It heat/cool 1.0 x 139.5 It 139.5 ft2 msir wic 11.0 It 9.0 It heat/cool 16.5 x 6.5 It 107.3 ft2 Ty Construction number U-value BtulVft2 °F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (f12) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Vj/ L-G T--G 12C-Osw Frm wall, st 2Q 2ov 13A-7ocs Blk wall, s t OC-Y- -- - 166-19ad _ 0.089 0.340 0.167 0.340, 0049 ne ne_ ne ne ne 2.59 9:89. 4.86 9-89 v 1i43 2.80 22.45 5.26 18.56 2 67 99 20 0 00 79 O 0 0 0 205 198 0 0 0 221 449 0 0 0 59 0 0 0 59 0 0 0 0 152 0 164 0. 0 0 0 0 0Q 0 y/ T_C 12C-Osw Frm wall, st 2A-2ov--------- I3A-7ocs Blk wall, s IOC-v 2A-2ov 0.089 0_340 0.167 0.340 0.340 0.340 0.049 0.089 0.340 0.340 0.167 0.340 0.049 0.089 0.340 0.340 se se se se se se_ se sw sw sw sw sw- sw nw nw nw 2.59 9.89 4.86 9.89 9.89 9.89. 1.43 2.59 9.89 R 889 4.86 9=89 1.43. 2.59 9.89 9.89 2.80 20_89 5.26 8.67 23.18 12.39 2.67 2.80 21.33 21 69 5.26 27 0 2.67 2.80 26.51 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0. 0 0 0 0 0 0. W; G I-G C 0 0 0 0 0 0 0 0 0. W j i--( T-6_ Va/ II-G 2B_2fv___ 16B-19ad 12C-Osw Frm wall, st 2A-2ov 2B,2fv -__ 13A-7ocs Blk wall, s 28_2fv -- --- 16B_19ad_____ - 12C-Osw Frm wall, st 2A-2ov 2A-2ov 0___ 0 0 0 0 0 0 0 0 0 D 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 41 0 0 0 0.- 105 0 0 0 0 0- 113 0 0 41 0 0 13A-7ocs D Blk wall, s- 11 DO 0.167 0,390 0.049 0.096 0.390_n_ 0.026 0.:050 0_050 0_989 nw nw_ nw 4.86 11 35 1.43 5.26 12 11 2.67 1.888 12.11 1 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 W - P 0 16B-119ad 12C-Osw Frm wall, r- 11D0 16B_38ad 20P _19t- 2OP-19t _ 22A tpl 0 0 0 0 0 0 0- 0- 0. 0 0 0. 152 0 2.79 11.35 0.76 0 0 140 0 0 106 0 0 0 0 0 0.-_ 0 Q l81C _ F F _ F - 140 198 107 107 1,45 1.45 0.73 0.73 0 0 0 0 0 0 0 0 0 40-- 0 40 0 59 29 28 78. 0.00 0 6 c) AED excursion 11 21 Envelope loss/gain 508 8571 396 1 438 12 a) Infiltration b) Room ventilation 212 0 68 0 212 0 68 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 300 0 1 0 0 Subtotal (lines 6 to 13) 720 1226 608 506 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24 % 29% 0 0 0 720 170 0 0 0 1226 352 24 % 29% 0 0 0 608 144 0 0 0 506 145 Total room load Air required (cfm) 890 53 151; T7 752 45 651 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk- 2018-Jul-02 14:33:00 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 8ReaganPoint e7413BN\Lot28Reagan Point e74136N.rup Calc = MJ8 faces: NW DEL --AIR Right-J® Worksheet KEff -AMMU'°= Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPoi nte7413BN Date: 7/2/18 By: JA 1 Room name mstr we mstr bth 2 Exposed wall 3.0 ft 20.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 6. 0 x 3.0 ft 18. 0 ft' 1. 0 x 112.0 ft 112. 0 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number 8tuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W- t2.59 I G 12C- Osw Frm wall, st A- 2ov_ - -- - 13A- 7ocs Blk wall, s 110C-v-- 0. 089 0. 340 0. 167 ne ne- ne 9: 89 4. 86 2. 80 22. 45 5. 26 27 0 0 27 0 70 0 76 0 0 99 0 0 99 0 0 256 0 0 277 0 0 tWif 6 W _ 168 19ad -- - 0. 340 0` 049 ne ne 9. 89---- 1- 13 1856 2 670 0 0 0 0 0 0 0 0 0 y1 12C-Osw Frm wall, st 2A- 2ov 13A- 7ocs'Blk wall, s 0. 089 0. 340 0. 167 se se se 2. 59 9. 89 4. 86 2. 80 20. 89 5. 26 0 0 0 0 0 0'- 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G W{- G G 1OC- v 2A- 2ov 0. 340 0. 340 se se 9. 89 9. 89 8. 67 23. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-- G 2B.2fv- - - . 0.340 se 9.89 12.39 0 0 0 0 0 0 0 0 W 168-19ad 12C- Osw Frm wall, st 0. 049 0. 089 se_ sw 1. 43 2. 59 2. 6.7 2. 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G 2A- 2ov 28- 2fv -- - -- 0. 340 0_ 340 sw sw 9. 89 9. 89 21. 33 21, 69--- 0 0 0 0- 0 0 0 0 0 0- 0 0- 0 V/ G 13A- 7ocs Blk wall, s 2B- 2fv 0. 167 0. 340 sw sw 4. 86 9. 89 5. 26 27. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76B- 19ad.--- 0.049 svw. 1,.43 2.67 0 A 0 0 0 0 D. 12C- Osw Fnn wall, st 0.089 nw 2.59 2.80 0 0 0 0 86 78 201 217 tj 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 8 0 79 180 IL- D 13A- 7ocs Blk wall, s- 0.167 nw 0 0 0 4.86 5.26 0 0 0 0 0 11 DO- ---- - - 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 W168-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0 ID, 11 DO -- ---- - 0.3.90n. 11 -35 12.11. 0 0 0 0 0 0 0 0. 159 C168-38ad 0.026 0.76 1.42 18 1'8 14 26 112 112 85 F --- 20P 19t- - - - 0.'50 1 450.73 18 18 26 j3 83 3 92 F 20P-19t 0.050 1.45 0.73 0 0 0 0 49 49 71 36 22A_ tpl - -- 0.989 28 780_00 0 0 0 17- 0 6 c) AED excursion 5 56 Envelope loss/gain 110 109 784 971 12 a) Infiltration 58 19 396 127 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 168 128 1180 1098 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 168 128 1180 1098 Duct loads 124 29% 40 37 24 % 29% 278 315 r Total room load 207 164 1458 1413 Air required (cfm) 12 8 87 69 ACCA to meet all requirements of Manual J 8th Ed. f° I'F" 2018-Jul-0214:33:00 A A^Right-Suite® Universal 2018 18.0.13 RSU24011 l Page 6 8ReaganPointe7413BN\ Lot28ReaganPointe7413BN.rup Calc = MJ8 faces: NW PDEL--AIR Right-J® Worksheet EEO=-°" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot28ReaganPoi nte7413BN Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 0 It 9. 0 ft heat/cool 7. 0 x 6.5 It 45. 5 ft2 mstr m1 33. 0 It 9. 0 If heat/cool 1. 0 x 243.5 It 243. 5 ft2 Ty Construction number U- value BtUWftz ° F) Or HTM BtutVft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G_ W yJ G 12C- Osw Frm wall, st 2A: 2ov -. _ _- _ 13A- 7ocs Bik wall, s 10C- v _ _ 166` 19ad__-_ _ 12C- 0sw Frm wall, st 2A- 2ov _ 13A- 7ocs Blk wall, s 10C- v 2A- 2ov 2B2fv----_ 16B- 19ad 12C- 0sw Frm wall, st 2A- 2ov 2B- 2(v 13A- 7ocs Blk wall, s 2B_ 2f_v_- - ----- 16B_ 19ad---_ 12C- 0sw Frm wall, st 2A- 2ov 2A- 2ov Blk wall, s 11 DO 166_ 19ad _ 12C- 0sw Frm wall, r 11 D_0 16B_ 38ad 20P_ 19t___- 20P^ 19t 0. 089 0: 340 0. 167 0. 340 0 049 ne ne- ne ne ne- 2. 59 9. 89. 4. 86 9_ 89 1. 43 2. 80 22. 45 5. 26 1_ 8.56 2. 67 2. 80 29A. 5. 26 8. 67 23. 18 12. 39 2. 67 2. 80 21. 33 2169-- 5. 26 27- 08 2: 67 280 26. 51 22. 45 5. 26 12. 11 267 1. 88 12. 11 1. 42 0: 73 0. 73 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 A' 0 0 0 0 0 0 0 0 AO 0 0 0 0 10 0 0 0^ 0 0 0. 0 0_ 14 0 0 0 0. 0 0- 27 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 10 0 0 0. 089 0. 340 0. 167 0. 340 0. 340 0. 340 0. 049 0. 089 0. 340 0340- sw 0. 167 0. 340 0. 049 0. 089 0. 340 0. 340 0. 767 0, 390 0. 049 0. 096 0. 3.90 0. 026 0. 050 y 0. 050 0_ 989 se se se se se se- se sw sw sw sw A_ w_ nw r1w nw rW M_ nw_ n_ 2. 59 9. 4. 86 9. 89 9. 89 9. 89 1. 43 2. 59 9. 89 9, 89 4. 86 9_ 89 1. 43 2. 59 9. 89 9. 89 0 6 11. 35 1. 43 2. 79 11 3.5 0. 76 1.. 45, 1. 45 28. 78 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. W G L- G 11. 153 0 8 11 406 0 174 0 0 0 0 0 0 0 0 0 0 0 0 145 0 3 376 0 79.-_ W---_ 0 0 10 144 31 0___ 0 0 10 113 0 0 0 0 14 292 309 0 0 27 316 827 0 13A- 7ocs D 0 0 0 0 11 0 0 0 0 0 0 W _ P L-- D 0___ 0 0 46 0 46 0 0 0 0 46 0 46 0- 0 11 16 0 0- 29 0 0 345 0. 0 0 34 0 0 65 0 244 0 244 0 0 0 C _-_ F _ F 244 0 184 0 354 0 33 0 0 66 0 244 0 177 P 2A-tpl - 0 6 c) AED excursion 28 260 Envelope loss/gain 101 69 1654 2618 12 a) Infiltration b) Room ventilation 0 0 0 0 727 0 234 0 13 Intemal gains: Occupants @ 230 Appliances/ other 0 0 600 1 230 600 Subtotal ( lines 6 to 13) 101 669 2381 3682 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 29% 0 0 0 101 24 0 0 0 669 192 24% 29% 0 0 0 2381 562 0 0 0 3682 1057 Total room load Air required (cfm) 124 1 7 862 42 2943 175 4739 232 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fi& wrightsoft- 2018-Jul-0214:33:00 A w-^ -* Right -Suite® Universal 2018 18.0.13 RSU24011 Page 7 8ReaganPointe7413BN\ Lot28ReaganPointe7413BN.rup Calc = MJ8 faces: NW l ®EL -AIR Duct System Summary HUMO - AM C0 m=1010 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2808 Gripper Circle, Sanford, FI 32773 Job: LotMeaganPointe7413... Date: 7/2/18 By: JA Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.261 in/100ft 0.261 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 130 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 bdrm 2 c 2499 106 122 0.308 6.0 Ox 0 VIFx 25.4 85.0 SO bdrm 3 c 1577 53 77 0.322 6.0 Ox 0 VIFx 20.5 85.0 SO bth 2 h 390 23 17 0.324 4.0 Ox 0 VIFx 19.9 85.0 st1 dining h 2978 178 145 0.268 7.0 Ox 0 VIFx 32.0 95.0 st2 family h 4589 274 202 0.295 9.0 Ox 0 VIFx 20.2 95.0 st2 kitchen h 2046 122 119 0.287 6.0 Ox 0 VIFx 23.5 95.0 st2 mstr bth h 1458 87 69 0.268 6.0 Ox 0 VIFx 26.8 100.0 st3 mstr rm c 4739 175 232 0.269 8.0 Ox 0 VIFx 26.5 100.0 st3 mstr we h 207 12 8 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 mstr wic h 752 45 32 0.261 4.0 Ox 0 VIFx 30.1 100.0 st3 pwdr h 1224 73 34 0.283 5.0 Ox 0 VIFx 25.2 95.0 st2 retreat/bdrm4 c 2400 89 117 0.348 6.0 Ox 0 VIFx 12.8 85.0 sti retreat/bdrm4-A c 2400 89 117 0.350 6.0 Ox 0 VIFx 12.0 85.0 st1 util c 862 7 42 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 687 834 0.261 597 16.0 0 x 0 VinlFlx st3 Peak AVF 327 383 0.261 702 10.0 0 x 0 VinlFlx SO st2 Peak AVF 646 499 0.268 605 14.0 0 x 0 VinlFlx W rightso1Ft- 2018-Jul-02 14:33:01 w - Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 8ReaganPointe7413BN\Lol28ReaganPoinle74138N.rup Calc = MJ8 laces: NW Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft• 2018-Jul-02 14:33:01 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 ACrA...8ReaganPointe7413BN\Lot28ReaganPoinle7413BN.rup Calc = MJ8 laces: NW 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot28ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2808 Gripper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 sor*nkler cover r)[ates and walls or ce0fincis- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/2/2018 1:09 PM EnergyGaugeO 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, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other. than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 7/2/2018 1:09:40 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: Lot28ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2808 Gripper Circle Permit Office: City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 1928 sq.ft. Cond. Volume: 17590 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402,4.1.2. SIGNATURE: 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: O TiiE S74 iL vo 11Q06D 4Y.' O 7/2/2018 1:10 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: 2808 Gripper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/2/2018 1:09 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 air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/2/2018 1:09 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan"efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, 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 MAXIMUIv CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 7/2/2018 1:09 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: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/2/2018 1:09 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 (MandatoryM energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/2/2018 1:09 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB 3" bath duct s BY BLDR MIN 2' FROM WALL ; A/C to roof cap c OC'4PADW/fOn 1( Nutone 696RNB DI IN 3.5 ton ./Sk. 240r Ipn 1Q'.rs aws U CO xe rn o4x a-c n _ 12x8 I.cd 0 1ax13 plan platform by 6 4s bldr BEDRM 2 BEDRM 4 n 7" HONEYWELL 2 ZONE DAMPER SYSTEM AT 115 o 6 V V $1 4 FAMILY KITCHEN HZ221K 10.61.cd tOx81wed 2 s 6 cn AROtsrz 120 10.10 roq 1Ox10 L 6 ARD14rz nJ 6' rag ii CPRD12 y 1yy} 12%12" 1 1yy0 OATS C7735A 1000 OTNa32-200-AO 10.10 rag 14x1 14.8 eE f0 6 Iwed TH8320U2008DAC B•r 16 I L FT ahge- I I 6" I I 4avo tron. BEORM3 'L Sp 9 zy J,® 6 lrcdr-' tOx81 cd 115 8" oubW. a40W, 7 chow a toI' vw or.dl cop cn Q ENTRY provlM o%c"euct Z 2 Q R I0x6 I d a ar... 7'klYa en wnt 4' dryer ductW r _ ' 1fix18 rag Of O to II cap 35 A to roof cap :P.1 r '1 w/dryar vent box ________ jBi4 I.W 3" bath uct I Bx4 1 d 1_ s a:." w w o W t0 WOII Cap 1:1C I GARAGEGARAGE I 4' - I I; °' 4" Q' Q 0 N w/fan i , sxsles :. 4• f\ Nutone 696RNB I Transfer ducts rules sized in9 41`d B' I w,meit compliance with Florida Residential Building Code - 3" both duct t0 roof Ca p 18:18 rap 1 W ER' I 1 IPI 8 M1602.4 Balanced Return Air, exceptions 1-3. W/fan OW R' xs RET EAT I Builder must provide Nutone 696RNB B H ? I zoom. N j unrestricted 1 inch undercut ID. wissb. i 14.8 I.edy8I _ on doors to habitable rooms. HONEYWELL Y8150 FRESH I lii AIR VENTILATION SYSTEM 60'EPLOCK, fLENABLE METAL'PIPE, R o V) INSULATE W/ 1.5 W V 0 DUCT WRAP WALLEINCAAPPP R Oa10 RAD Y8150 FRESH AIR DAMPER O 0) O O r_ OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP O d Q Dp c N N 0y C) v o Q) ZRating N u.l .. .. > o Z o m Z w 3 al-ml a D J O Q OY Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r-6 Insulation volue. m 0- J (n 0 0 114 wrK JIL 16 VTh I JIL i 1 1 1 I 1 , PJ I So RECORD COPY Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 8- 3252 PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 28, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Ok to construct single family home 1 . -. ....t with setbacks and impervious area v1 1ie shown on plan. s'2,9,, /SiL AUG 2 2 Oil v— r0P,I T Get e 0 Jet\ teal a°ti Q1,oe 2 P, 04, °o o. G w l_ P.C. located on Lot 29 2802 Gipper Circle Sanford, FL 32773 Lots 28 Area Calculations Total Lot Area = 3,203 sq ft (100%) Impervious Area = 1650 sq ft (52%) Pervious Area = 1553 sq ft (48%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan T oQ° ea a\WS J. ePo5 a aN90'00.0.0 . 167.26- E 133.19 36T ,21:00 .21.02:5 W 4W Ltij 5` UE 00 0 oo pa26, 9- to 0 '620Q ' 29 O O O ry z z 2 a 1;. N' 90'00'00" E :115:54 _ 2808 GIPPER CIRCLE, SANFORD, FLORIDA 32773 Graphic Scale 6. ' 2 ' 40' Scale: 1 "=20' 3 lPl P.T. located on Lot 27 O y0 d sea 6 • QtoQ 0 r.3 en. °0 C 01co os c0re 11 d, 00'' cpo t p ti° ` P0 J2 r FA z L1 N 58e06'35" E 39.17'(P) L2 N 58006'35" E 40.00'(P) Lot 27 DGQaa aka\\ eGaQe P eel C25 Revised Address - 08/22/18 Revised Plot Plan - 08/21/18 Is Revision: New Plans - 06/28/18 r= Proposed Elevation Revision: Added Parking Lot 28 - 2/9/17 R= 2228.48 (P) L= 40.00'(P) A= 01 °01'43"(P) Chord Bearing= S 57034'23" W 40.00'(P) This is NOT a Boundary Survey Field Date: 6/28/2018 Date Completed: 06/28/18 NOTES- I hereby Certify that this Boundary Survey of the above Described Property Is Survey Is Based upon the Legal Description Supplied by Cllent. True and Correct to the Best of my Knowledge and Boller as recently Surveyed Drawn By: G.S. File Number.IS-49105 PP Abutting Propertles Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. under my Direction on the Date Shawn, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Lend Surveylr Legend- Subject to any Easements and/or Restrictions of Record. Beadng bask shown hereon is Assumed and Based upon the Une Denoted with a BB-. In the State of Florida In accordance with Chapter 5.1-17.052 Florida Administrative Codes. Pursuant 1 tkm s72 27 Fksrlda Statutes. C Calculated PC - Point of Curvature Building Ties are NOT to be used to reconstruct Property Llnes. B CentedlnB ConcreteBlock Pg. -Page PI - Point of IntefseMn Fence Ownership is NOTdetermined.tCKFIRF Rbof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS QC;.OP F9, CMConcreteMonumentP.O.B. - Point of Beginning agrreotherwise noted. FOF Conc. Concrete P.O.L -Point on Una Septic Tanks and/or Drainffeld locations are approximate and MUST be verified by NO. No. s THE D DE Dascrlptksn DrainageEasemnmtEasement PP - Power Pole PRM - Permanent Reference MonumentPatrick appropriate Utility Location Companies. appropriater tion Companies. o riate Survey Location other than Intended Without Written Verification, Will be FIRI F K. Irelan " tORtoF• 6637 LB 762: EsmL - F. E.MA • Pectoral Emorgancy PT - Point of TangersLy at the User's Sole Risk and Without Liability totheSurveyor. Nothing Hereon shall De T'hIB $UNQy IS intende 'Y use of Said Certified Parties Management AgenLy R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. ThIS $UNe NOT VALID UNL and Emtwssed with Surveyor's Seal. FFE F, Finished Floor Elevation Rod. - Radial Found R- Reber 8 Cap POINTSOF INTEREST- PROPOSE DRIVEWAY OVER NORTH EASEMENT. Ireland & ASSoctiarfes S rveyti'r g Inc. LIron Lengthth ( Arc) RIM - Recovered Rfd. - Roofed r M Measured Set - Set h' Reber & LBDecUSIIII-C . 1301 S. International Parkway Suite 2001 N& D N.R. Nall & Disk Non- Radlal Reber Cap 7623' Typ. - Typed f i. PLake Mary, Florida 32746 ORB P Official Records Book Plot UE - Utl11ty, Easement WM - Water Motor www.Irelandsurveying.com P. B. r•• ti Plat Book Wnnd Perm G - Delta (cantrm Angle) 0- - Chain Link Fence 1310ED63FCAE6/ EB.., Office-407.678.3366 Fax-407.320.8165 RECORD COPY Residential Load Demand General Method 1952 square feet X 3VA = 5856 VA Small appliance load = 3000 VA Laundry = 1500 VA total 10,356 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2575 VA total 5575 VA LANF INDryer5000VADisposal650VA Dishwasher 1200 VA.: r Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA # g$- 3 2 52 Micro. 1200 VA total 34,845 VA - 240V= 145 amps= 150 amp service Model 7413 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 Permit RECORD COPY City, of Sanford Building and Fire Prevention Product Approval S 1 S- 3252 Project Location Address tion Form As required by Florida Statute 553.542 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. 'A/e recommend that you contact your local product supplier shouid 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 \n`wVV.floriecbu!Icino.orc. 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 iDescription Florida Approval include decimal) Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswin,g/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Giazzed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswin.g/Outswing (X - Configuration) Sliding I MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI windows and Doors I Sliding Glass Docr I FFL# 16054-R4 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' I FL# 5302.3 wide. Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic Other 2. Windows June 2014 Single Hung Silver Line by Anderson Extruded Vinyl Sin,g'e Hung I FL# 19715 Window I;d F 4+ 4ionzontalSliderSaverLinebyAndersonIExLtided , Inyl Horl 7on.a S i er Ltt L Window w/ Nailing Fin I easement j I Double Hung Fixed I Silver Line by Anderson Extruded PVC Picture Window I FL# 14918.2 w/Nailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker j Dual Action j Other Category / Subcategory Manufacturer Product I Florida Approval j Description (including decimal) Panel Walls j Siding i James Hardie Building I HardiePlank, Cemplank fiber- I FL# 13192.2 R3 Products, Inc. cement lap siding Soffits James Hardie-B.uildin.g .HardieSoffit Panels, Cemscffit FL# 13265.1 R-2 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver j Glass block Membrane Greenhouse j l E.P.S Composite Panels Other Aluminum Coils, Inc. I Aluminum Soffits FL 12194 R-2 Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R15 laminated, 5-tab and hip/ridge asphalt shingles Underlayments Interwrap, Inc. I Rhino Rocf I FL# 15215-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles j Roofing Insulation Waterproofing tune 2014tune 2014 3uilt up roofing System Modified Bitumen Single Ply Roof ISystems i Roofing slate Cements/ Adhesives / Coating j Liquid Appiied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing t E.P.S. Roof Panels Roof Vents I Millennium Metals, Inc. I MMI-2B Off Ridge Vent j FL# 16568-R1 Other Category/ Subcategory9Y Manufacturer Product Description Florida Approval + include decimal) I Shutters Accordion Bahama Colonial Roll up Equipment Other Skylights Skylights Other Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 j FL# 2197-R5 Engineered Lumber Boise Cascade j Laminated Veneer Lumber I FL# 1644-R4 Railing Coclers/Freezers Concrete Admixtures Precast Lintels j CAST-CRETE USA, Inc. j 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics j j Deck / Roof June 20la i hall Prefab Sheds Other New Exterior Envelope Products Applicant's Signature Applicant's Name _Tracy Wiggers_ Please Print) tune 2014 Z Z ry rr- Q W I__ ry Q J In Ld 0 W Z ry W Q O Z Ld 0 Z Uf Z Li G7 J W ry Z H 0 Q ry C 0 Z Z W Y Q ry O 0 O Z J O Q ZUW U (n Q W = Q cn O O Z J W IZ W ~ W Cr I Z o O Z 0 W Z W J z a Q Ld W I-_ W J fy- W LdO > Q O Ld Cy- 0 ~ W Z Ory _ W W Z cf) Z U) (j H Lu Ory Cr) < U J W F— O Z Q O w Q W of 14 1 11 i- rIu 6' F06 rN r-4'4"1 6'4" 19'4' 1ST FLOOR TRUSS LAYOUT RECORD COPY 30' 1 I ICl/ 11 lllll 6" I-------------------._.:--------- i---4W' I 6'4' 2 N D 1 4 i I 9'4" FLOOR TRUSS LA rAN RD AgRTr<1. 1 8-- 325.2 SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4- 3/16" HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 0 - 9'-4" HEIGHT 7) HUS26 10) THA422 19'-8" HEIGHT 0'-0" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES-. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBIUTY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7413 - B LOT/BLK/SUBOIV LOT 28 REAGAN POINTE SCALE DATE IDRAWN BY JOB NUMBER 10-18 ICRH 21305 , ALPINE M'wcol~ re leaf ems;_ a Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com omer:rvAccu-Span Truss Company Job Number: 21305 escription: 7413 - B /7413 - B -David W eekley Homes City, State, Zip: SANFORD, FL 32773 'ess: Lot 28 Reagan Point Name, Address and License # of Structural FOR if one exists for the building: Name: I License A Address: City, State, Zip: State: Ib Engineering Criteria: gn Code: FBC2017RES View Version: 17.02.01.1115.21 JRef #. 1 W cJ4080019 f Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): 40.00-10.00- 0 5.00 5.00 This package contains a job notes page, 42 truss drawings and 3 details. Item Seal # Truss 1 191.18.1411.09978 Al 3 191.18.1411.09776 A3 5 191.18.1411.09744 A5 7 191.18.1411.09620 B1 9 191.18.1411.09855 B2 11 191.18.1411.09977 64 13 191.18.1411.09572 B6 15 191.18.1411.09915 88 17 191.18.1411.09697 EJ5 19 191.18.1411.09869 ER 21 191.18.1411.09918 ERB 23 191.18.1411.09760 CJ3 25 191.18.1411.09806 HJ3 27 191.18.1411.10136 HJ7 29 191.18.1411.09777 F01 31 191.18.1411.46157 F03 33 191.18.1412.05267 F04 35 191.18.1412.09473 F05A Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 191.18.1411.09993 A2 4 191.18.1411.09511 A4 6 191.18.1411.10166 A5A 8 191.18.1411.09745 131A 10 191.18.1411.09543 B3 12 191.18.1411.10135 B5 14 191.18.1411.09917 87 16 191.18.1411.09652 EJ3 18 191.18.1411.09557 EJ5A 20 191.18.1411.09542 EJ7A 22 191.18.1411.09682 CJ 1 24 191.18.1411.09854 CJ5 26 191.18.1411.09479 HJ5 28 191.18.1411.43720 FG1 30 191.18.1411.10009 F02 32 191.18.1412.03720 F03A 34 191.18.1412.07217 F05 36 191.18.1411.11741 F06 MI Ullpll a a _ ATE c'• ORS • v Z ONAL`w+'' This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 07/11/2018 verified using the original electronic version. Printed 7/11/2018 11:15:53 AM ALPINE u+irn ia u'u+r Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: Accu-Span Truss Company Job Number: 21305 JobDescription: 7413 - B /7413 - B -David W eekley Homes Address: Lot 28 Reagan Point City, State, Zip: SANFORD, FL 32773 Item Seal # Truss 37 191.18.1411.09510 F07 39 191.18.1411.09791 F09 41 191.18.1412.12567 F11 Item Seal # Truss 38 191.18.1411.09651 F08 40 191.18.1411.09653 F10 42 191.18.1411.10134 F12 VATE0("4z' ss/ ONA`.- This document has been electronically signed and sealed using Digital Signature. Printed copies without an original signature must be 07/ 1 1 /2018 "rifled using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 7/11/2018 11:15:53 AM Job Number: 21305 Ply: 1 SEON: 562208 / T5 / COMN Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes City: 2 FROM: CH DrwNo: 191.18.1411.09978 Truss Label: Al KM / BAF 07/10/2018 T6'12 15' 22'5'4 _ 30' T6"12 + T5"4 ' i T54 T6"12 1'4" i 10, 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 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 MW FRS with additional C&C member design. 114X6D 30' 10, 20' 10, 1'4 30' in20 419'8"12 Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 B 1306 1144 / 637 I - / 180 / 4.0 Lu: NA Cs: NA VERT(TL): 0.245 H 999 240 F 1307 / 144 / 637 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS HORZ(TL): 0.063 H B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.955 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.289 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02 01A 1114 21 B - C 455 -2182 D - E 468 -1968 C - D 468 -1967 E - F 455 - 2184 0278 °v vIVMt- p1<b'' wn M1 1— 07/ 1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1878 - 299 H - F 1879 - 320 1 - H 1258 -138 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 757 -146 D - H 759 -146 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling, shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI onc7 SBCA) fb, safety practices poor to performing these functions. Installers shall provide temporary _ bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a prorlerly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINEdrawings160A-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 m mco Am truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA peal on this drawing or cover page, ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solelyor the desi n shown. The sui abili Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this Lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insl.o ; SBCA: www.sbcmdusl .00m; ICC: www.iccsafe.o Orlando FL, 32837 Job Number: 21305 Ply: 1 SEQN: 562209 / T40 / HIPS Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 2 FROM: CH DrwNo: 191.18.1411.09993 Truss Label: A2 KM / DF 07/10/2018 6'10'8 13' 1T 23'1'8 30' 610"8 1'4" i'_ '1 6'9"4 6'9'4 i' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: B Des Ld: 37.00 Mean Height: 22.99 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 34, T5 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 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. m4x6 N4x6 D E 30' 12 4' 6712 13' 1T + 23712 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): 0.115 J 999 240 Lu: NA Cs: NA VERT(TL): 0.399 J 999 240 Snow Duration: NA HORZ(LL): 0.041 D - - HORZ(TL): 0.092 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.413 TPI Std: 2014 Max BC CSI: 0.547 Rep Factors Used: Yes Max Web CSI: 0.597 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 QO v # • 111 s .Q • ATE 4' 0 27s'.,SS/pNAIL. 07/ 1 1 /2018 69 i 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1280 / 146 / 641 / - / 160 / 4.0 G 1280 / 146 / 641 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 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 503 - 2154 E - F 446 -1644 C - D 446 -1644 F - G 503 - 2155 D - E 430 -1396 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 1858 - 346 J - I 1856 - 371 L - K 1855 - 347 1 - G 1859 - 371 K - J 1396 - 207 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 188 - 597 E - J 431 - 74 D - K 429 - 73 J - F 188 - 600 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, byV TPI and SBCA) y sa ety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a property attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build inccLLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µ .rra%1rr truss in conformance with ANSI ITPI 1, or or handling, shlppinq, installation and bracing of trussesA Seal on this drawing or cover page, , 2400 Lake Orange Dr. I isting this drawing indicates acceptance of pro) esslonaf engineering responsibility solely for the design shown. The suiTability 9 and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineilw.com; TPI: www.t inst.o ; SBCA: www.sbandust .com: [CC: —.iccsafe.orq Orlando FL, 32837 Job Number: 21305 Ply: 1 SEQN: 562210 / T44 / HIPS Cusl: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Cry: 2 FROM: CH DrwNo: 191.18.1411.09776 Truss Label: A3 SN / OF 07/10/2018 5'9"4 11' 19, 24'2"12 30' 5'9"4 5'2" 12 8' 5.2" 12 5'9"4 P'4„ Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 8,3„ 8'3" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.49 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 5X6 5X6 D E 6,9„ 15' 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 30' 21'9" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.085 J 999 240 VERT(TL): 0.232 J 999 240 HORZ(LL): 0.0351 - - HORZ(TL): 0.066 1 Creep Factor: 2.0 Max TC CSI: 0.690 Max BC CSI: 0.695 Max Web CSI: 0.158 VIEW Ver. 17.02.01A.1114.21 j • vry't • ATE 0 278'4 s/QNAI . 07/ 1 1 /2018 t2 in io TY 1'4 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1215 1148 1642 / - / 139 / 4.0 G 1215 /148 /642 /- /- /4.0 Wind reactions based on MWFRS B Min Big Width Reg = 1.5 G Min Big Width Reg = 1.5 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 535 - 2019 E - F 523 -1825 C - D 524 -1825 F - G 534 - 2019 D - E 464 -1464 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1746 - 382 J - 1 1417 - 287 K - J 1417 - 266 I - G 1746 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 415 -75 E - 1 415 -74 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reguire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponenttSafetyInformation, byY TPI and SBCA) fi5r safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.. Unless noted oTherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the , nwco~ truss in conformance with ANSI/TPI 1, or (or handlin shipping, installation and bracing of.trussesA seal on this drawing or cover pa e , , 13723 Riverport Drivelistingthisdrawingindicatesacceptanceofpro) esslonal" engineering responsibility solely for the design shown. The suitability and use of this c7 awing for any structure is the responsibility of the building Designer per ANSIrrPI 1 Sec.2. Suite 200 For more information see this iob's oeneral notes pacts and these web sites: ALPINE: www.alpineitw com; TPI: www.lpinst om; SBCA: www.sbcinduslry.com; ICC: www.iccsafe.oiv Maryland Heights, MO 6304: Job Number: 21305 Ply: 1 SEQN: 562211 / T9 / HIPS Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 2 FROM: CH DrwNo: 191.18.1411.09511 Truss Label: A4 SN / DF 07/10/2018 4'9"4 9' 15' 21' 25'212 30' 4'9"4 4'2"12 6' 6' 4'2"12 4'9"4 5X6 III2X4 = 5X6 D E F 30' 6_ 15' 6_ 21' 9 1 4 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W a 1215 / 276 / 639 / - / 119 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.102 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.278 E 999 240 H 1215 / 276 / 639 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 J - - Wind reactions based on MWFRS Des Ld: EXP: B HORZ TL : 0.070 J B Min Br Width Re 1.59q Code I Misc CriteriaCL10. 00 NCBCLL: 10.00 Mean Height: 21.99 ft9 Creep Factor: 2.0 H Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.346 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.750 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.149 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): VIEW Vec 17.02.01A.1114.21 B - C 569 -2038 E - F 577 -1864 C - D 516 -1799 F - G 515 -1799 D - E 577 -1864 G - H 569 - 2038 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. ps g a'JY° O Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1772 - 420 K - J 1566 - 333 L - K 1566 - 3D9 J - H 1772 - 444 Qre 4 OR`OP,.•`- 0 27a'k 07/ 11 /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 (BuildingComponentSfetyInformation, by TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporarybracingperBSI. Unless noted oy erwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach8d rigid ceiling 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. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinc Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIl7 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 13723 Riverpon Drivelistingthisdrawingindicatesacceptanceofpro- esslona. engineering responsibility solely for the design shown. The suitability and use of this r7 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: wvnv.al ineitw.com: TPI: www.t inst.o : SBCA: wwwsbandusl .com: ICC: www.iccsafe.om Maryland Heights, MO 6304 Job Number: 21305 1 Ply: 1 SEQN: 562234 / T16 / HIPS Cust: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09744 Truss Label: A5 SN / OF 07/10/2018 1'1"15 7' 15' 23' 30' 1'1" 5 5'10"1 8' 8' 7' T ,2 6 p T1 0 III3X8 1 B A L K 4X6(Al) r2X4 c 5X6 = 3X4 = 6X6 C D E T ws=4xa(c8) F 'a G l 7X8 =7X8 B3 o4X10=4X10(C8) 30' 14, 4'2"8 6'9"8 8' 6'9"8 4'2"8 1'4" 4'2"8 + 11' 19, r 25'9"8 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.185 D 999 240 L 1492 1324 / - l - I - 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 / 540 / - / - / - 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 H - - Wind reactions based on MWFRS EXP: B Des Ld: 37.00 HORZ : 0.093 HTL L Min Brg Width Req = 1.8 Mean Height: 21.49 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 3.6 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.773 Bearings L & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.715 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a: 3.00 tt Re Factors Used: Yes Max Web CSI: 0.533p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It 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.1114.21 B-C 530 -2708 D-E 652 -3690 C - D 563 - 3042 E - F 964 - 5816 Lumber Top chord 2x4 SP #1 Dense :T1 2x4 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Bot Chord 2x6 SP #2 :B3 2x6 SP SS: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2367 -448 1 - H 3513 -649 K - J 2268 - 477 H - F 5158 - 840 Special Loads J - I 3636 -740 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 25.73 Maximum Web Forces Per Ply (Ibs) TC: From 28 plf at 25.73 to 28 plf at 26.94 TC: From 56 plf at 26.94 to 56 plf at 31.33 Webs Tens.Comp. Webs Tens. Comp. BC: From 4 plf at -1.33 to 4 plf at 0.00 C - J 1023 -114 I - E 579 -4 BC: From 20 plf at 0.00 to 20 plf at 25.73 J - D 234 - 787 E - H 2622 - 305 BC: From 10 plf at 25.73 to 10 plf at 26.94 BC: From 20 plf at 26.94 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 BC: 1813 lb Conc. Load at 25.73 Qt y BC: 309 to Conc. Load at 26.94 Wind V_ • V`'`' • ••'•. rAO•, Wind loads and reactions based on MWFRS. SF••;•' ATE 0 278 '%y `s ONAI 07/11/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme are in fabricating, handling shipping, installing,and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPIan a SBCA) fbr safety practices pnor to perf0 i u these functions. Installers shall provide temporary bracin per SCSI. Unless noted dTherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I 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 Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the wrwmvr*a truss in conformance with ANSI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro esslonal engineering responsibility solely for the des) n shown. The suifabllltyanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: - alpineitw com; TPt w (pins) oro; SBCA www sbcindustry com: ICC: www iccsafe om Maryland Heights, MO 63042 Job Number: 21305 Ply: 1 SEQN: 562231 / T10 / HIPS Cust: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.10166 Truss Label: ASA KM / DF 07/10/2018 1' T 1111"7 1T10"13 23' 29' 30' 4'11"7 5'11"7 5'1"3 6' 1' 6X6 III2X4 m3X4 = 6X6 C D T2 E F 2 rT6p 4X4(C8 = 4X4(C8) fn B G v A H _s,19'8"12 4X10(C8) 013X6 =H0912 =H0912 193X4 =4X10(C8) 1 30' 1'4" 6'10"4 5'1"3 6'215 i 4' 1. 6'10"4 1'4" 6'10"4 1111"7 18'2'S 23'1"12 + 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.49 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 Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 22.97 BC: From 20 plf at 22.97 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 384 lb Conc. Load at 7.03,22.97 TC: 169 lb Conc. Load at 9.06,11.06,13.06,15.00 16.94,18.94,20.94 BC: 478 lb Conc. Load at 7.03,22.97 BC: 127lb Conc. Load at 9.06,11.06,13.06,15.00 16.94,18.94,20.94 , Wind Wind loads and reactions based on MWFRS. 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.275 D 999 240 VERT(TL): 0.743 D 700 240 HORZ(LL): 0.069 1 - - HORZ(TL): 0.128 1 Creep Factor. 2.0 Max TC CSI: 0.793 Max BC CSI: 0.604 Max Web CSI: 0.745 VIEW Ver: 17.02.01A.1114.21 V, a 14,.: W t r MV_ = 07/ 1 1 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2811 /678 /- /- /- /4.0 G 2811 /678 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 3.3 G Min Brg Width Req = 3.3 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 1337 - 5610 E - F 1555 - 6510 C - D 1567 - 6546 F - G 1337 - 5606 D - E 1566 -&A4 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 4962 -1166 J - 1 4931 -1167 L - K 4934 -1168 1 - G 4958 -1166 K -J 6566 -1580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L- C 641 0 E- J 307 - 676 C - K 1957 - 484 J - F 1936 - 474 D- K 303 - 659 F- I 626 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attach tl rigid ceiling 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 Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-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 „M truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitabilityanduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insto ; SBCA: www.sbrindustry.com: ICC: w Jccsafe.orq Orlando FL, 32837 Job Number: 21305 Ply: 1 SEQN: 562212 / T29 / COMN Cust: RR408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 3 FROM: CH DrwNo: 191.18.1411.09620 Truss Label: 81 SN / DF 07/1012018 i 4 + 12'10 i_ 19'2"12 + 25'8" i 4 6'4"12 6'4"12 6'5"4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" 9'10" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 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 tt GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others 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. m 4X40 25'8" 1511 a" 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): 0.064 H 999 240 Lu: NA Cs: NA VERT(TL): 0.166 H 999 240 Snow Duration: NA HORZ(LL): 0.027 G - HORZ(TL): 0.048 G Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.386 TPI Std: 2014 Max BC CSI: 0.748 Rep Factors Used: Yes Max Web CSI: 0.193 FT/RT:20(0)/10(0) Plate Type(s): WAVE i VIEW Ver. 17.02.01A.1114.21 S0 % 7ATE OF 07/11/2018 9'10" 1 25'8" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1099 / 126 / 555 I - / 147 / 4.0 F 1013 /107 /497 I- /- /- Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 F Min Brg Width Reg = - Bearing B 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 B - C 408 -1746 D - E 398 -1485 C- D 375 -1476 E- F 430 -1759 j Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1504 - 308 G - F 1520 - 312 H - G 1041 -144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - O 488 - 94 O - G 505 -104 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 (BuildingComponentSfetyInformation, bVv TPI and SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporary _ brawn per 38SI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattach2rigidceillnqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsla(led per BCSI sections B3, B7 or B10, as applicable. Apply 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. LPI N t Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MnW truss in cgnfonnance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA Seal on this drawing or cover page .. ty 13723 Riverport Drive listing this drawing indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suiCabiltanduseofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this lob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: www.l inst.o ; SBCA: wwwsbcindust .com; ICC: wwwJccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562213 / T1 / SPEC Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09745 Truss Label: B1A SN / DF 07/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" 6'5'4 + 12'10" 6'5-4 6'4"12 9'10" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 25'8" 6' 0" 6'4"12 9'10' 25'8" 6'5"4 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): 0.056 H 999 240 B 1054 / 126 1554 / - / 147 / 4.0 Lu: NA Cs: NA VERT(TL): 0.154 H 999 240 F 968 / 107 / 497 /- / - / 4.0 Snow Duration: NA HORZ(LL): 0.024 G - Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & F are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: 0.172 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)I10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver:17.02.01A.1114.21 B-C 407 -1641 D-E 396 -1377 C - D 375 -1370 E - F 429 -1651 f :* o:• ATE ; S • cv 0 278''''q,, 07/11/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1412 - 308 G - F 1424 - 310 H - G 967 -143 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - D 446 - 95 D - G 450 -103 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricatinq, handlingq shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary BGSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, e. AppTy places to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. f efer to 60A-Z for standard plate positions. a division of any from this drawing,any failure to build the t seal on this drawing or cover pageforthedesignshown. The sui debility ANS11TPI 1 Sec.2. ALPINE mycoWrnnr 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562214 / T18 / HIPS Cust: RR408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09855 Truss Label: B2 SN / OF 07/10/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'4'7 + 5'2'2 + 11' i 14'8" 2'4'7 2911 5'9'14 24"7 5'2'9 2'4'7 T7' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.49 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 Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X4 =4X4 D E 19'2'12 25'8' 6' 412 6'5'4 678 25'8' 4'10'4 6'5"4 - 14'4"8 IF 2 268" Snow Criteria (Pg,Pfin 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): 0.246 C 999 240 A 975 / 107 / 510 / - / 135 / 4.0 Lu: NA Cs: NA VERT(TL): 0.676 C 655 240 G 1047 / 127 / 556 / - /- / 4.0 Snow Duration: NA HORZ(LL): 0.155 1 - - Wind reactions based on MWFRS HORZ(TL): 0.290 1 A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings A & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.730 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.549 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1 114.21 A -B 158 -425 D-E 439 -1354 B - C 691 - 2639 E - F 448 -1559 C - D 543 - 2022 F - G 437 -1665 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 2644 - 603 I - G 1425 - 315 M-J 1314 -233 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 332 -1066 J - E 473 -107 M - D 698 -144 J - 1 1442 - 314 J • ATE ssj NAl. 1 07/ 1 1 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingfSafetyInformation, by TPI and SBCA) fbr safety practices prior to perfommng these functions. Installers shall provide temporarySCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly KId ceiling. Locations shown for permanent lateral restraint Of webs shall have bracin installed per BCSI sections 63, 87 or 810, AppYy plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. f7efer to 60A-Z for standard plate positions. a division of TPI 1, or for r acceptance any structure his drawing,any failure to build the on this drawing or cover pa eiiedesignshown. The suitablity ALPINED 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562215 / T2 / HIPS Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09543 Truss Label: B3 SN / DF 07/10/2018 z'4.7 + 5'1" + s• + 16's• zo'z" + zs•a• 2'4.7 2'8.9 3'11• 7'8• 3'65'6" 4X8 = 4X6 D E 2' 4"7 6'7"9 2' 4"7 9' 25' 8" 4' 8" 7" 2 3.9"8 13 14' •122 20'2" 16' 4'8 5' 6" 1'4• 25' 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.254 C 999 240 A 975 / 109 / 509 / - / 115 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.697 C 635 240 G 1047 / 129 / 555 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.163 1 - - Wind reactions based on MWFRS EXP: B Des Ld: 37.00 HORZ TL : 0.305 1 A Min Br Width Re 1.5 9gMean Height: 21.99 ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 2.0 G Min Brg Width Reg = 1.5 TCDL: 4.2 psf 2. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.782 Bearings A & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sld: 2014 Max BC CSI: 0.751 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: 0.555 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it 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.1114.21 A - B 163 -425 D - E 511 -1642 B - C 691 -2566 E - F 526 -1838 Lumber C - D 509 -1819 F - G 463 -1688 Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4SP #3 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B - O 2557 - 596 L - J 1568 - 305 All plates are 2X4 except as noted. O - L 1591 - 317 I - G 1448 - 344 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. memberdesign. Laterally brace BC above filler @ 24" O.C. (or as designed) C - O 308 -1035 J - E 502 -69 Including a brace on BC directly above both ends of filler D - O 491 -59 J - 1 1458 -338 if no rigid diaphragm exists at that point). s ATE ZOR" iVX" NA 07/ 1 1 /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 fabricafin q, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted c, herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ c e truss in conformance with ANSI/TPI 1, or or handling, shippino, installation and bracing of,trussesA seal on this drawing or cover pa e. , 13723 Riverport Drive listing thisrawinqindicatesacceptanceofproessionaengineeringresponsrbilrtysolelyforthedesinshown. The sui abllrty and use o this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this lob's qeneral notes page and these web sites: ALPINE:—.alpineitw.com; TPI:—.tpinst.org; SBCA:—.sbcindustry.com; ICC: w .iccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 7413 - B 17413 - B -David Weekley Homes Truss Label: B4 2'4'7 2'4"7 5'1" 2'8"9 Ply: 1 City: 1 4 8" 24"' 1 ' 1 4'7" 28 21"12 4X4 D 25'8" SEQN: 562216 / T8 / SPEC Cust: RR408 JRef: 1WcJ4080019 FROM: CH DrwNo: 191.18.1411.09977 SN / DF 07/10/2018 18'8" 4'2"4 25'8" 7' 2'4"7 + 7'3"9 , 4'8" + 4'0"8 7'3'8 1'4" 2'a'7 144" 18'4'8 25'8" Loading Criteria (psf) TCLL: 20.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 975 1208 / 504 / - / 121 / 4.0 H 1047 / 240 / 549 I - / - / 4.0 Wind reactions based on MWFRS TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Speed: 139 mph Enclosure: Closed Risk Category: II Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.275 C 999 240 VERT(TL): 0.753 C 588 240 HORZ(LL): 0.174 J - - Des Ld: 37.00 NCBCLL: . 00 Soffit: 200 Load Duration: 1.25 Spacing: 24.0 " P 9 EXP: B Mean Height: 22.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 tt Loc. from endwall: not in 9.00 ft HORZ TL : 0.326 J CreepFactor: 2.0 Max TC CSI: 0.783 Max BC CSI: 0.760 Max Web CSI: 0.569 A Min Br Width Re 1.59g H Min Brg Width Reg = 1.5 Bearings A & H 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. Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) GCpi: 0.18 Wind Duration:1.60 Plate Type(s): WAVE VIEW Ver.17.02.01A.1114.21 A -B 185 -425 E-F 742 -2442 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. oJG p,Sg o a•'JY° 0. 040 • 11117 • ATE 0 278ANAL 07/ 1 1 /2018 B - C 748 - 2607 F - G 736 - 2418 C - D 509 -1718 G - H 482 -1628 D - E 515 -1669 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2603 - 627 J - H 1384 - 343 N - K 2400 - 595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 369 -1182 K - J 1360 - 332 D - N 1252 - 348 K - G 1215 - 320 N - E 432 -1272 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re,7uire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI ana SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracing per 38SI.. Unless noted oTherwise,top chord shall have propedyy attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint bf 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 JoinCDetails, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µnwoo ~ truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA eat on this drawing or cover page , ,ty 13723 Riverpon DrivelistingthisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The suiCabili Suite 200anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Maryland Heights, MO 6304 For more information see this lob's general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: w Joasafe.o Job Number: 21305 Ply: 1 SEQN: 562232 / T21 / SPEC Cust: RR408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18,1411.10135 Truss Label: B5 KM / DF 07/10/2018 2'4'7 52"5 9'8' 279'15 4'S"11 11106D 12 6 o 6CX6 Si) n TB 1 A = 4X12(B3) 0 a 1112X4 =8X74 a) 14'4' i 181" '1 20'8' + 18' 4'8" 3'9" 2'7' 5' 25'8" 3X10 8EF 8 4 - 4 G K J 1113X62 =_7X10B2 1113X4 e7 N O H 1 _+ 19' 8"12 A1) 2' 4"7 i 2'4"5 4'S"4 4'8' 4'0"4 2'2" 5'1'12 _ 1'4- 12' 4'7 {{6 12+ 9'8" + 14'4" 18'4-4 + 20'6.4 25'8" 2' 10"7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/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 A 1185 / 268 / - / - / - / 4.0 TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.517 N 585 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.410 N 313 240 H 1777 / 410 / - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.262 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ TL : 0.489 J A Min Br Width Re 1.7 9q = Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.16 ft Creep Factor. 2.0 H Min Br Width Re = 2.1 9qSoffit: 2.00 TCDL: 4.2 psf pBCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.633 Bearings A & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 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: 0.727 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20 (0)/10 (0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21 A - B 117 -519 E - F 1430 -6419 WindDuration: 1.60 WAVE, HS Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: T4 2x4 SP #1 Dense: Bot chord 2x6 SP SS :132 2x6 SP #2: Webs 2x4 SP #3 :W4, W6, W7 2x4 SP #2 Dense: W5 2x4 SP #1 Dense: Bracing a) Continuous lateral restraint equally spaced on member. Special Loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 19.40 TC: From 28 plf at 19.40 to 28 plf at 20.67 TC: From 56 plf at 20.67 to 56 plf at 27.00 BC: From 20 plf at 0.00 to 20 plf at 19.40 BC: From 10 plf at 19.40 to 10 plf at 20.64 BC: From 20 plf at 20.64 to 20 plf at 25.67 BC: From 4 plf at 25.67 to 4 plf at 27.00 TC: 194 lb Conc. Load at 20.64 BC: 579 lb Conc. Load at 19.40 BC: 214 lb Conc. Load at 20.64 Wind Wind loads and reactions based on MWFRS. Additional Notes 1) 2x6x5-8-3 x SP SS Top chord scab centered 2- 8-7 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". 74 • 1 . 7t • o :• ATE 1"$. c•'••' C OR\ P'°'' S.... •' V 0 278'•, `4 NAIL. 07/ 1 1 /2018 B - C 706 - 3095 F - G 766 - 3521 C - D 540 - 2355 G - H 738 - 3334 D - E 535 - 2331 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 3181 - 722 K - J 2961 - 637 P - O 3129 - 704 J - H 2930 - 635 O - L 6586 -1471 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - O 259 -1133 L - K 3384 - 739 D - O 1764 - 321 F - K 308 -1163 O- E 1061 -4751 K-G 816 -189 L - F 2996 - 684 J - G 529 - 23 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly attach cl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,n,, 00~ 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. listingthisrawinqqindicatesacceptanceofprolressionaTTengineeringresponsibilitysolelyforthedesignshown. The suiCability anduseothisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI MIN. Suite 150 For more infonnabon see this 'ob's general notes page and these web sites: ALPINE: w al ineitw.com; TPI: www.t insto _SBCA: www.sbcindusW.com; ICC:-.iccsafe.org Orlando FL, 32837 Job Number: 21305 Ply: 1 SEQN: 562217 / T14 / COMN Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09572 Truss Label: 86 SIN / OF 07/10/2018 2'4"7 5'1" 9'8" 2'4"7 2.8"9 4'7" 2'4"7 + 7'3"9 2'4"7 9'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: B Des Ld: 37.00 Mean Height: 22.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 31 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 14'3" + 16'2"4+ 19'4" 4.7' 1'11"4 3'1"12 4X4D 19'4" III2X4 =JAb 47 i 1'11"4+ 3'1"12 14'3" 16'2"4 19'4" 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 Pf: NA Ce: NA VERT(LL): 0.176 C 999 240 A 739 / 159 / 384 / - / 104 / 4.0 Lu: NA Cs: NA VERT(TL): 0.489 C 681 240 G 723 / 159 / 372 / - / - / - Snow Duration: NA HORZ(LL): 0.125 H - - Wind reactions based on MWFRS HORZ(TL): 0.237 H A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.565 Bearing A is a rigid surface. TPI Std: 2014 Max BC CSI: 0.693 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 483 -1798 E - F 533 -2087 C - D 300 -1087 F - G 349 -1278 D - E 299 -1079 OO 7. s= ,a 7ATE OF .• 90 273''kZs /QNA` `. 07/1 1/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1801 - 430 H - G 1107 - 270 L - I 1869 - 418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 307 - 927 I - H 1215 - 297 D - L 649 -132 1 - F 793 -180 L - E 295 -1000 H - F 170 - 635 E - 1 592 -135 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, handlingq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponenqSfetyInformation, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary_ bracin per B St. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq insTalled per BC51 sections B3, 87 or 810, as applicable. Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the nmvoaw+rc truss in conformance with ANSI/TPI 1, or for hancilM shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro) engineering responsibility solely for the design shown. The sui£ablllty Suite 200anduseofthisr7awingforanystructureistheresponsibilityiotheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562218 / T13 / COMN Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09917 Truss Label: B7 SN / DF 07/10/2018 5'S"4 9'8" 13.10"12 19'4" s -4 + 4'212 + 4.2"12 55 4 - I 9 1'4" ' 8" 9'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 22.16 ft NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 4x4D inin 19'4" 9.8" 19'4" Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 816 / 186 / 434 / - / 115 / 4.0VERT(LL): 0.031 G 999 240 VERT(TL): 0.084 G 999 240 F 727 / 155 / 375 / - / - / - HORZ(LL): 0.014 G - - Wind reactions based on MWFRS HORZ(TL): 0.026 G B Min Brg Width Req = 1.5 Creep Factor. 2.0 F Min Brg Width Req = - Max TC CSI: 0.310 Bearing B is a rigid surface. Max BC CSI: 0.839 Max Web CSI: 0.209 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B - C 586 -1167 D - E 504 -894 C - D 480 - 892 E - F 617 -1177 61'1s pSg Oa••'JY` J * ss .a :• ATE 0 278''.yy.. pNAL 07/11/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 995 - 455 G - F 1010 - 454 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - G 549 - 244 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling, shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI ana SBCA) fi5 safety practices poor to performing these functions. Installers shall provide temporary bracin per 38SI. Unless noted oyherwise,top chord shall have proper)y attached structural sheathin and bottom Chord shall have a properly attach d rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing ins alled per BCI sections 63, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINEdrawings16OA-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 ,,,, OD~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pagge , , 13723 Riverport Drivelistingthisdrawingindicatesacceptanceofpro- esslona engineering responsibility solely for the desi n shown. The su. ablllty and use of this yawing for any structure is the responsibility of the building Designer per ANSIrfPI 1 Sec.2. Suite 200 For more infonnalion see this'ob•s general notes page and these web sites: ALPINE: w .al ineitw.com: TPI: www.t inst.o ; SBCA: www.sbcindust .corn; ICC: wwwJccsafeorq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562219 / T15 / GABL Cust: RR408 JRO: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09915 Truss Label: B8 SN / DF 07/10/2018 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.16 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 9'8" 9'8" TYP) 19'4" 9'8" a 4X4F 0A0 19'4" 19'4" 1'4• 19'4" WN Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 L 999 240 B- 73 / 17 / 36 / - / 7 / 228 Lu: NA Cs: NA VERT(TL): 0.004 L 999 240 J 237 / 52 / 144 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.001 L - - Wind reactions based on MWFRS HORZ(TL): 0.002 L B Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.160 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.077 Rep Factors Used: Yes Max Web CSI: 0.050 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 S44-\'P. M II • • ATE 0• gyp'•. P,•41 k,,' c, •• .0 O R1 .. v 0 278"''NIM. 07/11/2018 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 (BuildingtSafetyInformation, by TPI and SBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporaryBGSt. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BC I sections B3, B7 or 810, le. AfpTy places to each face, of truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of I rl 1, or ror n acceptance any structure his drawing,any failure to build the on this drawing or cover page Le design shown. The suiability PIALPINE W M co~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562220 / T41 / EJAC Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 2 FROM: CH DrwNo: 191.18.1411.09652 Truss Label: EJ3 SN / DF 07/10/2018 C T co O B lI-) A 2X4(A1) p CV 1r4" 3' 3' 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 Udell U# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA B 222 / 43 / 141 / - / 60 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT TL : NA D 50 /- / 36 / - / - 1.5 BCDL: 10.00 Risk Category: I I Snow Duration: NA HORZ(LL): 0.001 D C 59 / 27 / 20 / - / - 1.5 Des Ld: 37.00 EXP. B HORZ(TL): 0.001 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height: 20.49 It Code/ Misc Criteria CreepFactor. 2.0 B Min Brg Width Reg = 1.5 Soffit: 2.00 TCDL:4.2 psfp BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.225 D Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.068 C Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02 01 A 1114 21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. f ATE IN- 0 278 lVAl ToO 07/ 1 1 /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 (BuildingComponentSfetyInformation, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporar bracing per BSI. Unless noted o herwise,top chord shall have properly attached structural sheathincl and bottom hord shall have a prope yattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 87 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. ftefer 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 ,,, cw,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of_trussesA seal on this drawing or cover page , _ 13723 Riverport Drivelistingthisdrawingindicatesacceptanceofproessional' engineering responsibility solely for the design shown. The suitability and use of this r7 awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more intonation see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org: SBCA: w sbcindusW.com: ICC: www.iccsafe.ora Maryland Heights, MO 6304" Job Number: 21305 Ply: 1 SEQN: 562221 / T17 / EJAC Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 191.18.1411.09697 Truss Label: EJ5 SN / DF 07/10/2018 T 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.33 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. RA A 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): 0.005 C HORZ(TL): 0.010 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.299 TPI Std: 2014 Max BC CSI: 0.234 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 cps 0412 s ,o 7ATE O'F 0 278ONAI 07/ 1 1 /2018 Ir M. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 195 /18 /113 /- /72 /4.0 C 91 /- /62 /- /- /1.5 B 123 /57 /51 I- I- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporarybracinperBCSI, Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or 610, _ as applicable. Appty plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi%omponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the .„,,,., truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page , _ty 13723 Riverport Drive listing this drawing indicates acceptance of pro-fessfonar engineering responsibility solely for the design shown. The sui abiltanduseofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more infonnaflon see this'ob's general notes page and these web sites: ALPINE: www.al ineitwxom: TPI: www.t insl.o : SBCA: www.sbcindust .corn; ICC: w Jccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEON: 562226 / T12 / EJAC Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 191.18.1411.09557 Truss Label: EJ5A SIN / DF 07/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des LA: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T3 2X4(A1) 5' 1 5' r 5, Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.33 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 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 5.00 BC: From 10 plf at 0.00 to 10 plf at 5.00 BC: 727 lb Conc. Load at 1.06 BC: 723 lb Conc. Load at 3.06 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 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 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CS1 Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 C HORZ(TL): 0.031 C Creep Factor: 2.0 Max TC CSI: 0.582 Max BC CSI: 0.667 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 ATE 0 278y'''sS/oAtAfi 07/ 1 1 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1048 /245 /- /- /- /4.0 C 579 /118 !- /- I- / - B 152 /59 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B 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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r satPety practices pnor to performing these functions. Installers shall provide temporarily bracing per BGSI. Unless noted o herwise,top chord shall have proper)yy attached structural sheathinq and bottom Chord shall have a properlyattachedriridceiling. Locations shown for permanent lateral restraint bf webs shall have bracin 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 Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLqCompongnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,, ffwc truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drivelistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this'ob's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustry.com: ICC: vrnv kcsofe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562222 / T37 / EJAC Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 9 FROM: CH DrvvNo: 191.18.1411.09869 Truss Label: EJ7 SN / DF 07/1012018 C 12 6 Cl) O Lo M - in V B A 9YA1A11 D 1, 4„ 1 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37. 00 Mean Height: 21.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MW FRS with additional C&C member design. 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): 0.013 D HORZ(TL): 0. 023 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.598 TPI Std: 2014 Max BC CSI: 0.456 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20( 0)/10(0) Plate Type(s): VIEW Ver. 17. 02.01A.1114.21 WAVE s 7ATEO' F OR`' 07/ 11 / 20 ! 8 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 58 / 220 / - / 121 / 4.0 D 127 /- /84 /- /- / 1.5 C 169 178 / 68 / - / - / 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. 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 SCSI (Building quire SMInformation, byyTPIandSBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporary Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a properly iid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingg installed per BCSI sections B3, B7 or 10, ile. Apply platestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Defer to 60A-Z for standard plate positions. of I Hi 1, or for nanoung, snippmlq, instauanor acceptance of pro essrona engmeeni any structure is the responsibility of the his drawing,any failure to build the on this drawing or cover pa e ie design shown. The sui ability ALPINE M aw CO~ 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 21305 Ply: 1 SEQN: 562227 / T4 / HIPM Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09542 Truss Label: EJ7A SN / OF 07/10/2018 91 3X6(A 1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.13 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 1013 lb Conc. Load at 1.73, 3.73, 5.73 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 4'2"8 + 7' 478 278 7' 4712 4712 6X6 1112X4 B C 2'11 "4 7' Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.023 E 999 240 A 1684 / 230 I - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.060 E 999 240 D 1813 / 241- Snow Duration: NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.017 E A Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.453 Bearing A is a rigid surface. TPI Std' 2014 Max BC CSI 0 625 Rep Factors Used: Yes Max Web CSI: 0.790 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 A - B 291 -2173 O r to 1J ws• ATE 0 278''4ss ONA N 07/11/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 1916 - 242 E - D 1770 - 227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E - B 2073 - 209 B - D 280 - 2191 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporarily bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a prope y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCI sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer 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 ,,,, w,, truss in conformance with ANSI/TPIPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverport DriveIistingthisdrawinggindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sup and use of this t7 awing for any structure is the responsibility of the Building Designer per ANSI(fPI t Sec.2. Suite 200 For more information see this b's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o : SBCA: www.sbdndust .corn; ICC: wwwJccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEON: 562233 / T6 / HIPM Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 191.18.1411.09918 Truss Label: EJ713 SN / DF 07/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T 1,4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.49 It 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 3.00 TC: From 28 plf at 3.00 to 28 plf at 7.00 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.03 BC: From 10 plf at 3.03 to 10 plf at 7.00 TC: 90 lb Conc. Load at 3.03 TC: 59 lb Conc. Load at 5.06 BC: 119 lb Conc. Load at 3.03 BC: 50 lb Conc. Load at 5.06 Wind Wind loads and reactions based on MWFRS. 3' 7' 3' 4' 4X6 III2X4 C D 3'1 "12 3'1 "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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3' 10"4 7' Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.007 F 999 240 VERT(TL): 0.019 F 999 240 HORZ(LL): 0.002 E - - HORZ(TL): 0.004 E Creep Factor. 2.0 Max TC CSI: 0.265 Max BC CSI: 0.237 Max Web CSi: 0.164 VIEW Ver. 17.02.01A.1114.21 J s 1; `d jOrr I "Ok TE :•tea F ••-•-••• v * 0278'QyS ONA"' 07/ 1 1 /2018 M O to N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 468 /114 /- /- /- /4.0 E 309 /61 /- /- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - Bearing 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 105 -551 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 456 - 78 F - E 473 - 75 Maximum Web Forces Per Ply (Ibs) Webs TenS.ComD. C - E 77 - 495 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handlinccl1 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, byTPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracinperBGSI. Unless noted olherwise,top chord shall have propedY attached structural sheathing and bottom Chord shall have a pro pe y attachRrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face otptruss and position as shown above and on the JOInfDetails, unless noted otherwise. kefer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingq Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the K rrwoo~ truss in conformance with ANSI/TPI 1, or for handlingq,, shlppin , installation and bracing of,trussesA seal on this drawing or cover paqe , , 13723 Riverport Drive listing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The sut£ability Suite 200 and useofthisdrawing, forany structure is the responsibility of the Building Designer per ANSI/TPt 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562223 / T43 JACK Cust: R408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 8 FROM: CH DrwNo: 191.18.1411.09682 Truss Label: CA SN / OF 07/10/2018 4"3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Mean Height: 19.99 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 12 C6F 1' 1'4" I I I I Snow Criteria (Pg,Pf in PSF) Defl/CSICriteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl 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 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.198 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 kp,s O w• J a*: k ° 0278"11%, .0NAI , 07/11/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /54 /137 /- /32 /4.0 D 9 /10 /15 /- I- /1.5 C -36 / 36 / 23 / - 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. 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 fabricatingg, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI ana SBCA) fd safety practices poor to performing these functions. Installers shall provide temporary bracing per 38SI. Unless noted o7herwise,top chord shall have propedyy attached structural sheathing and bottom chord shall have a progperly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, 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 drawing,any failure to build the ,,, v a r,,,, truss in conformance with ANSI/? PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , . 13723 Riverport DriveIistingthisdrawingindicatesacceptanceofVOTesslonarengineeringresponsibilitysolelyforthedesignshown. The suiPablllryanduseofthisddawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.l 'nsto ; SBCA: www.sbcindust .com: ICC: —kesafe.org Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562224 / T42 / JACK Cusl: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qty: 6 FROM: CH DrwNo: 191.18.1411.09760 Truss Label: CJ3 SN / DF 07/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.49 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 1I—V .,7 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C 3' i 3' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.225 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 a 7ATE OF .: 0 278 **** S ONAL 07/ 1 1 /2018 T co CD LO to CV Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 222 / 43 / 141 / - / 60 / 4.0 D 50 /- /36 /- I- /1.5 C 59 /27 /20 /- I- /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. 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 fabricatingg, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfelyInformation, by TPI an, SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporary bracing per 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint bf 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 Join Details, unless noted otherwise. kefer to ALPINENEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggCompon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ,t,Nm truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of_trussesA Seat on this drawing or cover page, ability 13723 Riverport Drive listing this drawing indicates acceptance of pro) essionar engineering responsibility solely for the desi n shown. The sui abili Suite 200anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIrrPI1Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: — al ineitw.com: TPI: —A inst.o ; SBCA: w .sbcindusl .corn; ICC:—.iccsafe.org Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562225 / T38 / JACK Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes City: 4 FROM: CH DrwNo: 191.18.1411.09854 Truss Label: CJ5 SN / OF 07/10/', C 12 6 Cl) O N V in B T A 7YA1A11 p 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 20.99 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc Udefl U# Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W VERT(LL): NA B 288 / 49 / 179 / - / 90 14.0 VERT(TL): NA D 89 /- / 58 / - / - / 1.5 HORZ(LL): 0.004 D C 116 / 53 / 45 / - / - / 1.5 HORZ(TL): 0.007 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0.264 D Min Brg Width Reg = - Max BC CSI: 0.224 C Min Brg Width Reg = - Max Web CSI: 0.000 Bearing B is a rigid surface. VIEW Ver: 17.02.01A.1114.21 S O L.•VT v v. vv-ry r • 0 278 NAI 07/ 11 /2018 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, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI an SBCA) fb safety practices poor 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 rigid 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 of truss and position as shown above and on the Joinf-Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildincc33Components Group Inc. shall not be responsible For any deviation from this drawing,any failure to build the w Q, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 13723 Riverpon Drive listing this drawing, indicates acceptance of pro-B fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Mite 20 Heights, MO 6304 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA: www.sbolnduslry.com; ICC: www.iccsafe.org ____ Job Number: 21305 Ply: 1 SEQN: 562228 / T7 / HIP_ Cust: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09806 Truss Label: HJ3 SN / DF 07/10/2018 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " i C cZN-rk i / 4r2"3 1 0 1'i4, 2„ 3 -I Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.48 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE Deft/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): NA VERT( TL): NA HORZ( LL): -0.001 D HORZ( TL): 0.003 D Creep Factor: 2.0 Max TC CSI: 0.095 Max BC CSI: 0.137 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1114.21 O •: ATE : i y. F••: ct OR P'G*,s 07/ t t /20 t 3 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 164 /80 I- /- /- /4.9 D 69 /5 /- /- /- /1.5 C 31 /10 /- /- /- /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. 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 f S fety Information, by TPI and SBCA) fd safety practices pnor to performing these functions. Installers shall provide temporary B8SI. Unless noted oy erwise,top chord shall have properly attached structural sheathin and bottom Chord shall have a propps y lid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracin ins alled per BCSI sections B3, B7 or B10, le. AfpTy places to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise. f efer to 60A- Z for standard plate positions. a division of iF' I 1, or rorr acceptance any structure failure to build the I or cover page . . n. The suigbdity ALPINE TW C hwwr 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 21305 Ply: 1 SEQN: 562229 / T46 / HIP_ Cusl: RR408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09479 Truss Label: HJ5 I SN / DF 07/10/; L Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.98 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. 7'0"2 7'0"2 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): 0.008 D HORZ(TL): 0.018 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.457 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 O I+•''SIPE s -o ATE : • 14 OR14.•`,, s 0 278 07/11/2018 C Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 238 /104 /- /- /- /4.9 D 124 /2 /- /- /- /1.5 C 70 /27 /- /- /- /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. 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 (BuildingtSafetyInformation, bVV TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryyBCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propel d ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCS I sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. a division of ng ror any failure to build the or hen. Tsuaability ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562230 I T11 / HIP_ Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 2 FROM: CH DrwNo: 191.18.1411.10136 Truss Label: HJ7 KM I DF 07110/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 5'3"5 + 9110"1 5'3"5 4'6"12 n f-- 9'6" 4" 1 10 10 1 9'6" '1 "1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.48 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: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 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) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. a 23'3"3 u m v 19'8"12 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.014 C 999 240 B 398 / 97- VERT(TL): 0.038 C 999 240 E 352 / 8- HORZ(LL): 0.006 F - - D 215 / 108- HORZ(TL): 0.007 F Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.533 E Min Brg Width Req = - Max BC CSI: 0.489 D Min Brg Width Req = - Bearing B is a rigid surface. Max Web CSI: 0.289 W 4.9 1.5 1.5 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. B - C 212 - 569 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 532 -186 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 201 - 578 or a'• ATE ,• 0 278 s`s ONAL 07/ 11 /2018 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, byY TPI anc7 SBCA) fb safely practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a properly KK. ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg mstalled per BCSI sections 63, B7 or 10, Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. rT PI 1, or for r acceptance any structure from this drawing,any failure to build the seal on this drawing or cover paforthedesignshown. The 42aebility ALPINE WCD~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 21305 Ply: 2 SEQN: 542504 / T48 FLAT Cust: R408 JRef: 1 WcJ4080019 7413 - B 17413 - 8 -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.43720 Truss Label: FG1 KM / OF 07/10/2018 2 Complete Trusses Required 1'117 3'9"3 5'6"14 74"10 9'2"5 11,0111 12'9"12 14'9"4 1'11'7 1'9"11 1,9"11 1,9"11 1'9"11 1 1,9"11 1 1'9"11 1'1"7 1112X4 =4X10 1112X4 4X6 1112X4 3X4 1112X4 =6X8 1112X4 A B C D E F G H I T 9,4„ N M L K P J 3X10 8X14 1112X4 =3X4 5X12 4X10 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 14'9"4 3'4"3 1117 1'9"11 3'511 3'4"3 X9"3 5'8"10 7'6"6 11,0111 14'4"4 55„I 5' 1' 4V'4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. 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. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.13 to 50 plf at 14.77 BC: From 105 plf at 0.00 to 105 plf at 0.13 BC: From 5 plf at 0.13 to 5 plf at 14.77 TC: 775lb Conc. Load at 1.71, 3.71, 5.71, 7.71 9.71,11.71,13.71 TC: 743 lb Conc. Load at 12.79 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes 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 Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.280 E 634 360 O 3107 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.489 E 461 240 P 3883 I - l - I - I - 6.0 Snow Duration: NA HORZ(LL): 0.044 A - - O Min Brg Width Reg = 1.8 HORZ(TL): 0.061 A P Min Brg Width Reg = 2.3 Code / Misc Criteria Creep Factor: 2.0 Bearings O & P are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.884 TPI Std: 2014 Max BC CSI: 0.859 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.962 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Type(s): B- C 0 -4625 E- F 0 -6097 WAVE VIEW Ver: 17.02.01A.1115.21 C-D 0 -4625 F-G 0 -5014 D-E 0 -6136 G-H 0 -5014 o; ATE L V#.-#" O R, is o....t• 0 278 artt>rwtua l 07/ 1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O- N 2840 0 L- K 6013 0 N- M 6096 0 K- J 3430 0 M - L 6136 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-B 0 -3132 F-K 0 -1130 B- N 2020 0 K- H 1793 0 N- D 0 -1665 H- J 0- 3796 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 shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety I ctices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the JoingDetails, unless noted otherwise. tefer 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 ALPINE truss in conformance with ANSI/TPI 1, or for hanc lint shlppino, installation and bracing of.trussesA seal on this drawing or cover page , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro-fessionaT engineering responsibility solely for the design shown. The sui£ablllty and use of this r7 awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com_TPI: www.lpinst.org; SBCA: w .sbcinduslry.com: ICC: www.iccsafe.orq Odando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 562249 / T19 / SY42 Cust: RR408 JRef: 1 Wc.14080019 7413 - B /7413 - B -David Weekley Homes Qty: 3 FROM: CH DrwNo: 191.18.1411.09777 Truss Label: F01 SN / OF 07/10/2018 10'6" t t;o"t 0 24.0"10 24'6" 2s't 0"8 10'6" 6" 0 13' 5 6 5'4"8 f — 2,6" -- TYP) , F— 2-6"12 --}— 2'6"12 --f-- 2'6"12 --{ f- 2-612 --}"- 2'612 -+- 2-612 --}-- 2'6"l2 —{-- 2'612 2'612 —{ I 1X3 =3X8 =3X4 =3X4 =W=3X4 =4X8 =3X6 =3X4 =1X3 A B C D E F GH I J K L M N O Zlai Y 1 X3 = 3X8 3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense 12 4x2 SP #1 Dense: Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. X W V U P`1T S R f 3X4 =4X10 =W=3X4 =4X10 =3X6 = 3X4 = , 18'10"6 } 11'0"2 29'10"8 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 Pf: NA Ce: NA VERT(LL): 0.333 X 671 360 Z 919 / - / - / _ / - 7.3 Lu: NA Cs: NA VERT(TL): 0.645 X 476 240 T 1982 / - I - / - / - 5.5 Snow Duration: NA HORZ(LL): 0.045 B - - Q 515 / 40 I - / - / - 7.3 HORZ(TL): 0.063 B Z Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Q Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.963 Bearings Z, T, & Q are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.821 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1114.21 B- C 0- 2675 H- I 0 -1847 C- D 0- 2675 1- J 1941 0 D-E 0 -2865 J -K 1941 0 E - F 0 - 2864 K - L 538 - 935 F- G 0 -1847 L- M 527 - 948 G- H 0 -1847 M- N 518 - 945 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1621 0 T-S 374 -1136 Y- X 3090 0 S- R 948 - 527 X- W 2864 0 R- Q 786 -171 W - V 2857 0 r"'1Rfjy Maximum Web Forces Per Ply (Ibs) r S F ij, Webs Tens.Comp. Webs Tens. Comp. Z - B 0 -1801 I - T 0 - 2267 Q •••, ` 8, •• B- Y 1165 0 T- K 0 -1489 r V' • Y- D 0- 459 K- S 995 0 D - X 213 - 536 S - L 0 - 375 o.648 F- V 0 -1170 R- N 177 365 V- 1 1725 0 N- Q 190 - 873 ATE Ur ONA.;;o o z7a 07/11/2018 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, byy TPI anc7 SBCA) A safety practices pnor to performing these functions. Installers shall provide temporarybracinperBCSI, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdrigqidceillnqLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, _ as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. 7efer to ALPINE drawings160A-Z for standard plate positions. LPPI NN Alpine, a division of ITW BuildinggComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Hmvcawr+ truss in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro-fesslonarrengineering responsibility solely for the desi n shown. The suiTablllty Suite 200 anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 5ec.2. For more information see this job's general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.o Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 SEQN: 562250 / T23 / SY42 Cust: RR408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 7 FROM: CH DrvvNo: 191.18.1411.10009 Truss Label: F02 KM I DF 07/10/2018 25'6"8 - I 10'6" 11'}1"8 21'7"8 _ 22' 210"8 Ia• 2,6"----1 0 2 TYP) 0"12 I -- rs"1z —{-- rs•1z —{-- rs•12 --{ --- r-{ s•1z -- r-{ s•12 -- 2•6•12 --}— 2'6•12 --{ fl 1X3 =3X8 =3X4 =W=3X4 =3X4 =4X8 =3X4 =3X4 =1X3 A 8 C D E F G H I J K L M NO 1 1 1" 9,4. 0 3 18' 11.4 6'6"8 -i i 25'6.8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.359 V 624 360 X 973 I - / - / - / - / 7.2 SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.663 V 453 240 R 1682 / - / - / - / - / 8.0 . BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.046 B - - O 292 / 119 / - / - / - / 2.8 Ld: EXP: NA HORZ TL : 0.064 B X Min Br Width Re = 1.5Des CL 10. 00 Mean Height: NA ft ( ) 9 q NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 2.0 R Min Brg Width Req = 1.5 TCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.816 0 Min Brg Width Req = 1.5Soffit: 2.00 BCDL: NA psf Bearings X, R, & 0 are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.725 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.770 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Lumber B- C 0 -2900 G- H 0 -2423 C- D 0- 2900 H- 1 0- 2423 Top chord 42 SP #2 Dense D - E 0 - 3325 I - J 1200 0 Bot chord 42 SP #1 Dense E - F 0 -3325 J - K 1200 0 Webs 4x2SP#3 F-G 0 -3326 K -L 455 -315 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. Deflection X- W 1733 0 S- R 996 0 Max JT VERT DEFL: LL: 0.36" DL: 0.34'. See detail W - V 3431 0 R - Q 312 - 464 DEFLCAMB1014 for camber recommendations. V - U 3326 0 Q - P 315 -455 Additional Notes U - T 3320 0 P - O 317 -448 T - S 996 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging Ry recommendations.=47i Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. r FA i Webs Tens.Comp. Webs Tens. Comp. S••• /'f/ X - B 0 -1925 T - 1 1616 0 Lam'. B - W 1290 0 1 - R 0 - 2204 V' ` • W - D 0 - 587 R - K 0 -1069 D - V 315 - 438 L - 0 494 - 349 o, 648 G - T 0 -1088 s .o • ATE .• Q 0 278 07/ 1 1 /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 fabricatinq, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Componenf S fety Information, by TPI anc7 SBCA) handling safety practices poor to performing these functions. Installers shall provide temporarybracingperBSI. Unless noted o herwise,top chord shall have propedy attached structural sheathing and bottom hord shall have a prope y attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC I sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for sp ndard plate positions. Alpine, a division of ITW Build in4qComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ ,Y truss in conformance with ANSIITPI 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 professional engineering responsibility solely for the design shown. The suitability and use of this r7 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more intonation see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: wvnv.t insto : SBCA: www.sbclndust .com; ICC: —.imsaleom Orlando FL, 32837 Job Number: 21305 Ply: 1 SEQN: 542511 / T24 SY42 Cust: R408 JRef: 1 WCJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 2 FROM: CH DrwNo: 191.18.1411.46157 Truss Label: F03 KM / DF 07/10/2018 T '4 v 9'4" 10,11 9.4" 1'T'4 2,6„ —.I 4„ 1_Lt a (TYP) 23' 11 "4 13' f — 2'6"12 I0. 1'4"12 2'6"12 --}2'6"12 --f-- 2'6"12 --{ Fi 1X3 =3X10 =3X4 =3X6 =W=3X4=4X10 =4X6 =1X3 A B C D E F G H I J K L M 1X33X6 JXlu =3X4 =Jx4 =4X11J W=H0312 20'1" 23'11"4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense :T2 42 SP #1 Dense: Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.43". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -596# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. T 10"4 — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.416 E 572 360 V 986 I - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.750 E 415 240 P 2059 I - / - / - / - 3.5 Snow Duration: NA HORZ(LL): 0.053 B - - O 37 / 596 / - / - / - 3.5 HORZ(TL): 0.073 B V Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 P Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.797 O Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.780 Bearings V, P, & O are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.887 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver. 17.02.01A.1115.21 B- C 0- 2955 G- H 0- 2027 C- D 0- 2955 H- I 0- 2027 D- E 0- 3475 I- J 0- 2027 E- F 0- 3476 J- K 1834 0 F- G 0- 3462 K- L 1834 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 1757 0 S- R 3476 0 U- T 3491 0 R- Q 3074 0 T-S 3491 0 P-O 0 -553 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. mGgf V- B 0 -1952 Q- J 1863 0 l B-U U-0 1325 0 0 -593 J-P 0 -2400 P-L 0 -15151515 QO••• SF•% R- G G - Q 727 0 0 -1160 L- O 846 0 it i I /* / * 0 % 7ATE OF :' I 0278`'''` S, 0NAt- . rnanwt+ 07/ 11 /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, handlinqg shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tb safety practices poor to performing these functions. Installers shall provide temporary _ bracinq per BGSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .wnwcawwn I in conformance with ANSI PI 1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of proTessionai engineering responsibility solely for the desi n shown. The suitability Suite 305anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbandust .com; ICC: —.iccsafe.orq Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 542518 / T47 SY42 Cust: R408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1412.03720 Truss Label: F03A KM / OF 07/10/2018 1'3"23' 11 "4 13,il 22'8" 3„10T3.,1yi 2"8ki --}- 1'4" -{ TYP) 3X4 = 3X4 1X3 =W=3X4 =lX3 A L T 1X3O AN AG =3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3I111X3 1111X3 1111X3 1111X3 1111X3 III1X3 1111X3 III1X3 1111X3 1111X3 = W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. 23' 11"4 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 V* log /_ /_ /_ 1- / 287 Lu: NA Cs: NA VERT(TL): 0.000 T 999 240 V Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 T - - Bearing AO is a rigid surface. HORZ( TL): 0.000 T Code / Misc Criteria Creep Factor. 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.086 TPI Std: 2014 Max BC CSI: 0.018 Rep Factors Used: Yes Max Web CSI: 0.031 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 3 ' O. 848 o= ATE ; 0 278 s QNN_ 07/ 1 t/2o 1 s naw w WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fb safely practices pnor 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 hord shall have a properly attachdrigidceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BC I sections B3, B7 or B10, asapplicable. Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLcL 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 Drive listingthisdrawingindicatesacceptanceofpro-fessionaT engineering responsibility solely for the desi n shown. The suiCability and use of this r7 awing for any structure is the responsibility of the Building Designer per ANSI/TPi 1 Sec.2. Suite 305 For more information see this iob's general rotes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.l inst.o : SBCA: www.sbcindust .00m: ICC: —.iccsafe.org Odando FL, 32821 Job Number: 21305 Ply: 1 I SEQN: 542501 / T34 SY42 Cust: R408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 5 FROM: CH DrwNo: 191.18.1412.05267 Truss Label: F04 KM / DF 07/10/2018 T < v 1 a 9'4" 10'10" 2 20'2"12 9,4„ 1'6"1 9,4„ i'— 2'6" i' 1 4„1—' i 3 (TYP) I i-- 2'6"12 --1-- 2'6"12 —{ 1X3 =4X8 =3X4 A B C D E f -- 2,6"12 -- 1 4„1_' i 2,612 3X4 =W=3X4 =4X8 F G H I J 1XX33 S = 4X10 Q = 3X4 =3X4 3X6 = W =H0312 207'12 — Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 42 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRISR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 4X10 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 Pf: NA Ce: NA VERT(LL): 0.454 E 521 360 S 1099 / - / - I - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.795 E 379 240 M 1100 / - / - / - / - 3.5 Snow Duration: NA HORZ(LL): 0.056 B - - S Min Brg Width Req = 1.5 HORZ(TL): 0.078 B M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings S & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.605 TPI Std: 2014 Max BC CSI: 0.752 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.756 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): B- C 0 -3421 F- G 0 -4386 WAVE, HS VIEW Ver. 17.02.01A.1115.21 C - D 0 -3421 G - H 0 -3421 O- E 0- 4386 H- 1 0- 3421 E- F 0- 4393 I- J 0- 3421 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S- R 1985 0 P- O 4393 0 R- Q 4207 0 O- N 4207 0 Q- P 4207 0 N- M 1985 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp S- B 0- 2206 O- G 572 -147 B-R 1587 0 G-N 0 -869 R- D 0- 869 N- J 1587 0 D- P 572 -147 J- M 0- 2206 ATE '-,Qtre k' sOAI. o 278 ''1 y N wtfhauutt 07/ 1 1 /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 Componenf S fety Information, by TPI an c7 SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracing per 38SI. Unless noted otherwise,top chord shall have propedYY attached structural sheathing and bottom Chord shall have a progpeAyattacheddgidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE^ drawings 160A-Z for s ndard 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 m c , I in conformance with ANSIITPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover pa a .. 6750 Forum DrivelistinthisdrawingindicatesacceptanceofproessronaQenineerinqresnsrbilrsolelforthed1 gn shown. The suit9ability Suite 305anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSUTPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.oro Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 542490 / T28 SY42 Cust: R408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 7 FROM: CH DrwNo: 191.18.1412.07217 Truss Label: F05 KM / DF 07/10/2018 10'6" 11 11-11.4 19'11"4 r- 10'6" 1'5"4 I' 8' 2,6" --1—_ 2,6"12 2'6"12 —1 2,6"12 2'6"12 —1 2'6"12 --{ I TYP) 1112X4 = W =3X4 1 X3 = 3X4 III 2X4 = 4X6 III 2X4 = 3X4 III 2X4 = 3X6 III 2X4 A B C D E F G H I J T a- c 1 __49 4" i10 P O IN L K 3X6 =W=3X4 =3X8 =3X6 III 2X4 =3X6 =3X6 1 5'3"4 i 14'8" Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.22" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 19'11"4 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 I RL / W Pf: NA Ce: NA VERT(LL): 0.219 F 789 360 Q 249 / 60 / - / - / - / 3.5 Lu: NA Cs: NA VERT(TL): 0.417 F 595 240 O 1243 / - / - I - / - / 8.0 Snow Duration: NA HORZ(LL): 0.018 K - - K 775 / - / - / - / - / - HORZ(TL): 0.025 K Q Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 O Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.788 K Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.778 Bearings Q & O are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.507 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 17.02.01A.1115.21 B -C 531 0 F-G 0 -2035 C-D 531 0 G-H 0 -2035 D- E 0 -1939 H- 1 0- 2035 E -F 0-1956 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- N 993 0 M- L 1962 0 N- M 1956 0 L- K 1289 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-O 0 -607 L-I 825 0 O-D 0 -1581 I-K 0 -1435 D - N 1064 0 ATE 0 278,'''ki 07/ 1 1 /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, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety. Information, by TPI and SBCA) fd safely practices poor to performing these functions. Installers shall provide temporary bracingper 38SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinA1Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µtruss in conformance with ANSI PI 1, or or handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 6750 Forum Drive listing thisdrawingindicatesacceptanceofpro-fesslonarr engineering responsibility solely for the design shown. The suiCability and useofthisyawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: .t inst.o : SBCA: www.sbcindusl .corn; ICC: -imsafe.mg Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 542497 / T45 SY42 Cust: R408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH OrwNo: 191.18.1412.09473 Truss Label: F05A KM / DF 07/10/2018 1'3"4 19'11 "4 1'3"4 18'8" 1'2"8 f — 1,4" —{ TYP) 3X4 1X3 =W=3X4 =3X4 A N Q 3X4 III1X3 III Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense :62 42 SP #1 Dense: Webs 42 SP #3 Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up 1 9,4" R —fir} AC S 1X3 III1X3 III1X3 III1X3 III1X3 III1X3 1111X3 1111X3 III1X3 III1X3 =3X4 W =3X4 19'11"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 AH'90 / - / - / - / - / 47.3 Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 AE'114 / - / - / - I - / 192 Snow Duration: NA HORZ(LL): 0.000 Q AH Min Brg Width Reg = - HORZ(TL): 0.000 Q AE Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 2.0 Bearings AH & AE are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.086 TPI Std: 2014 Max BC CSI: 0.018 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.031 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 S ON• J O. KKU 1 * s 't ATE d' 0 278%,5'/ONAL unr+tiuwutiv' 07/11/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI ana SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporarryY _ bracing per BSI. Unless noted olherwise,top chord shall have properlyV attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraint8fwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face otptruss and position as shown above and on the Joint- Details, unless noted otherwise. F`?efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin$gComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the wCam „ truss in conformance with ANSI 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover page. , 6750 Forum Drive listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the desi n shown. The sui ability Suite 305 anduseofthisr7awingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o ; SBCA: www.sbcindust .00m: ICC: wwwAccsafe.orq Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 390891 / T36 / SY42 Cust: RR408 JRef: 1 Wc,14080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.11741 Truss Label: F06 SSB / DF 07110/2018 VY8 VT8 1' 4" 12 TYP) 19'2" 8 17'9" 1112X4 3X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 =3X4 A P R AG A S 3X4 = 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55. 00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1. 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP # 3 Plating Notes All plates are 1 X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19'2"8 Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 AG•109 / - 1- / - / - / 223 Lu: NA Cs: NA VERT(TL): 0.001 P 999 240 R 57 I - /- l - I - / 7.3 Snow Duration: NA HORZ(LL):-0.000 R - - AG Min Brg Width Req = - HORZ(TL): 0. 000 R R Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings AG & R are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.105 TPI Std: 2014 Max BC CSI: 0.021 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.033 FT/RT:20( 0)/10(0) Plate Type(s): WAVE VIEW Ver•. 17.02.01A.1114.21 2 IO •,VATE ,. k,s i ...•......• 0 278°%' / ONA1- k` 'On,mwvw t+w' 07/11/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fetyInformation, by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BC SI. Unless noted oyherwise,top chord shall have proper)yy attached structural sheathinq and bottom Chord shall have a properly attached r id ceiling. pLocations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 810, as appgcab e. Zforstandard plate faceof ffstruss and positionas shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE Alpine, a division of ITW Buildin3Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the vq 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 drawingindicatesacceptanceofproesslonaengineeringgresponsibilitysolelyforthedesinshown. The suitability and use ofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 S-ec.2. Suite 305 For more infomadon see this 'ob's general notes page and these web sites: ALPINE: www.alpineitw.com_TP_ I: www.tpinst.orq_SBCA: www.0cindustry.com__ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 562255 / T35 / SY42 Cust: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09510 Truss Label: F07 SN / DF 07/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1'4" 1'4" TYP) 3X4 A T 1 T S 3X4 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 Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. i 11.5" Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria Maximum Reactions (lbs), or'=PLF Po: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 T' 110 / - / - / - Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 T Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 B - - Bearing T is a rigid surface. HORZ(TL): 0.000 B - - 137 Code / Misc Criteria Creep Factor 2 0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.119 TPI Std: 2014 Max BC CSI: 0.028 Rep Factors Used: Yes Max Web CSI: 0.036 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 s -o ATE ; 1. 44 c •'•'C O R\VP'••'', 0 27sNA 07/11/2018 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 (BuildingtSafetyInformation, byY TPI and SBCA) fbr safety practices pnor to performing these functions. Installers shall provide tempora r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom &&horn shall have a pro 9PyK. ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, le. Apply plates to each face, of truss and position as shown above and on the Joint9Details, unless noted otherwise. F efer to 60A-Z for standard plate positions. Alpine, a division of ITW Buildin4Component: truss in conformance with ANSIPI1, or for f listing this drawing indicates acceptance and use of this drawing for any structure his drawin any failure to build the onthisdrwingorcoverpaqeLe design shown. The suif9ability ALP NIEm awRol~ 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 r- Job Number: 21305 I Ply: 1 SEQN: 562256 / T33 / SY42 Cust: RR408 JRef: 1WcJ4080019 7413 - B 17413 - B -David Weekley Homes Qt : 2 FROM: CH DrwNo: 191.18.1411.09651 Truss Label: F08 SN / DF 07/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " T4' 5'4"8 7'3"4 127"12 5'4„8 1'10„12 5'4„8 2,6" --1 2,6"12 2,6"12 { { TYP) 1111 X3 1X3 =3X6 1111X3 1111X3 =3X6 1112X4 A B C D E F J 1X3 3X4 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 It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties J) Hanger Support Required, by others , Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. J/ —J 1 —J 12'7"12 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): 0.110 D 999 360 J 682 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.253 C 805 240 G 696- Snow Duration: NA HORZ(LL): 0.019 B - - J Min Brg Width Reg = 1.5 HORZ(TL): 0.032 B G Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.526 TPI Std: 2014 Max BC CSI: 0.598 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): B- C 0 -1654 D- E 0 -1654 WAVE VIEW Ver. 17.02.01A.1114.21 C-D 0 -1666 nn s3 -o :• VAT OF Z O RVR---' 0 27;""',k sS/0NA1- 07/ 1 1 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1126 0 H-G 1125 0 1 - H 1666 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J -B 0-1252 H-E 658 0 B - 1 658 0 E-G 0 -1253 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, handlingq shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety ractices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise.top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attachLstl rigid 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 of truss and position as shown above and on the Joinf-Details, unless noted otherwise. f efer 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,any failure to build the ffW00 ,,, truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover paAbility 13723 Riverport Drivelistingthisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIfTPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: —.t inst.o ; SBCA: www.sbcindust .com; CC: —Jccsafe.org_ Maryland Heights, MO 6304 Job Number: 21305 I Ply: 1 SEQN: 562257 / T25 / SY42 I Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo: 191.18.1411.09791 Truss Label: F09 SN / DF 07/1012018 14"12 674 r 1 3"12 -{- 5,5"8 17 -- -- 1 '4" --{ TYP) 3X4 A F T 1 L G K 3X4 r6" 678 . 111 6' 9"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 F 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 F 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 B - - Des Ld: 55.00 EXP: NA HORZ ( TL ): 0.000 B - - Code / Misc Criteria NCBCLL: 10.00 MeanHeight: NA It Creep Factor: 2.0 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.117 Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.028 Spacing: 24.0 " C& C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.035 Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02. 01A.1114.21 Wind Duration: NA WAVELumberTopchord42 SP # 2 Dense Sot chord 42 SP # 2 Dense Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up or • ATE v 0 278 kNAk 07/ 1 1 /2018 Maximum Reactions (Ibs), or *= PLF Loc R U Rw / Rh /RL W L 53 6.0 L* 102 72.5 G 61 I- l- I- 2.8 L Min Brg Width Req = 1.5 L Min Brg Width Req = - G Min Brg Width Req = 1.5 Bearings L, L, & G are 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 fabricatinq, handling, shipping installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) fb safety practices pnor to performing these functions. Installers shall provide temporary braclnq per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attached rigid ceiling. LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Appfy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer 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 wmrmwvr truss in conformance with ANSI/TPI 1, or for handling, shippincl, installation and bracing of.trussesA seal on this drawing or cover page. . 13723 Riverpon Drive listing this drawing indicatesacceptanceofproTesstonarengineeringresponsibilitysolelyforthedesinshown. The suitability Suite 200 and use of thisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Maryland Heights, MO 6304 For more information seethisioUsaeneralnotesDaaeandthesewebsites: ALPINE: www.aoineitw.com; TPI: www.lpinst.orq; SBCA: www.sbcindustry.com; ICC: www.iccsafe.o r- Job Number: 21305 Ply: 1 SEQN: 562258 / T27 / SY42 Cust: RR408 JRef: 1WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 191.18.1411.09653 Truss Label: F10 SN / OF 07/10/2018 1'5"8 '1 4'6"1 2 1'5"8 3'1"4 1'4"12 --}-- 1'4" { TYP) 3X4 A E T 1 J F I 3X4 4'6"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 B - - Des EXP: NA HORZ TL : 0.000 B Code I Misc Criteria 00 NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.103 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.021 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.024 Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.01A.1114.21WindDuration: NA WAVE Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Truss must be installed as shown with top chord up o` S o,.• JS fE0643iv j 0278NAIL. 07/ 11 /2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W J 62 /- /- /- /- /7.3 X 108 /- /- /- /- /47.5 J Min Brg Width Reg = 1.5 J Min Brg Width Reg = - Bearings J & J are 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, handlingq shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety ractices pnor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 910, _ as applicable. Apply pplates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. kefer to , drawings 160A- Z for stanA dard 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 N nwa truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawingindicatesacceptanceofproTesslonalengineeringresponsibilitysolelyforthedesignshown. The suif-ability and use ofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .mm: ICC: wwwAccsafe.orq Maryland Heights, MO 6304 Job Number: 21305 Ply: 1 I SEQN: 542514 / T31 SY42 Cust: R408 JRef: 1 WcJ4080019 7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 191.18.1412.12567 Truss Label: F11 KM / DF 07/10/; Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.12 to 100 plf at 4.00 BC: From 170 plf at 0.00 to 170 plf at 4.00 Additional Notes Truss must be installed as shown with top chord up 3 " 9„ 1,9" 'i- 3 F III 1 X3 1 X3 = 3X4 III 2X4 A B C 9,4„ 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.012 E 999 360 F 527- Lu: NA Cs: NA VERT(TL): 0.023 E 999 240 D 541- Snow Duration: NA HORZ(LL): 0.001 D - - F Min Brg Width Reg = 1.5 HORZ(TL): 0.002 D D Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings F & D are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.186 W 3.5 3.5 TPI Std: 2014 Max BC CSI: 0.436 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.168 Maximum Bot Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): F- E 397 0 E- D 397 0 WAVE VIEW Ver. 17.02.01A.1115.21 oJG p.Sg ON• JY` o. tKa ATE y C OR\ ••• ' C C r* III •N• • V 0 0 278 0NA1- 07/ 1 1 /2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-B 0 -489 B-D 0 -491 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSfelyInformation, by TPI and SBCA) gir safety practices poor to performing these functions. Installers shall provide temporaryBSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, e. AfpTy places to each face, of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of any from this drawing,any failure to build the seal on this drawing or cover pa e for the design shown. The suigability ALPINE MIrTw CQMiN1Y 6750 Forum Drive Suite 305 Orlando FL, 32821 1.b Number: 21305 Ply: 1 SEQN: 562261 1 T32 / SY42 Cust: RR408 JRef: 1 WcJ4080019 3 - B /7413 - B -David Weekley Homes Qty:1 FROM: CH DrwNo: 191.18.1411.10134 uss Label: F12 KM / DF 07/10/2018 3 +— 17 4 i 3 i TYP) III 3X6 III 3X6 III 3X6 A B C Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL 10.00 Soffit: 2.00 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 It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T2 42 SP #2 Dense: Sot chord 42 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 3.71 BC: From 5 plf at 0.00 to 5 plf at 3.71 TC: 696 lb Conc. Load at 0.73, 2.73 Hangers / Ties J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. 3X4 3'8"8 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 9,4„ Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.012 B 999 360 E 852 / - / - / - / - VERT(TL): 0.021 B 999 240 D 743 / - / - / - / - HORZ(LL): 0.002 D - - E Min Brg Width Reg = 1.5 HORZ(TL): 0.002 D D Min Brg Width Reg = - Creep Factor. 2.0 Bearing E is a rigid surface. Max TC CSI: 0.690 W 3.5 Max BC CSI: 0.190 Members not listed have forces less than 375# Max Web CSI: 0.154 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 542 0 VIEW Ver. 17.02.01A.1114.21 or— ON•'J1_ 1 8 i 0 278 '*N10 At- 07/ 11 /2019 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - E 196 - 679 B - D 0 - 602 E-B 0 -614 C-D 0 -622 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an0 SBCA) fog safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply paces to each face of truss 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the m ,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the desi n shown. The sui abilityanduseofthisgnawingforanystructureisperesponsibilityoftheBuildingDesignerperANSIIrPI1Sec.2. Suite 150 For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.t inst.o ; SBCA: www.sbdndust .00m; ICC: wwwJccsafe.orq Orlando FL, 32837 CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on n truss design but an alternative web L-Reinforcement, or reinforcement method Is desired. L-Relnf. Notes, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 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 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. OID Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement, Apply scob(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 80% of web member length. Scab T-Relnf. L-Relnf. ssVARlm[is HEAD MW FM-UW ALL MOTES a 11M Dwvnlo _ : T*L PSF REF CLR Subst, s-=WTNIIr TUDDDIt TIDD DRAVDIG TO ALL NRRACMn DADS• TIE DISTALLFRt • Trrsus require extrane car. h rabrtatYly MMhy sI bpy, betaUY p and pro 1p Rerel' 10 rp.ranbo. the latest .dltlon d s1xl d1np Corporrnt Safety 1Fo,watlon 6y TPI and SDW far p e YC D PSF DATE 10/01/14 a%.ss no*ad other w °d A.a'" o,.d ° mat shea br° tm :VATE ' shwa have a property attached rW cOJro Locattonls moan for Pe,.tanent tat —A restra,t a « PSF DRWG BRCLBSUB1014 shau Invan hstatted per HCSI sectbns 33. D7 or Dig, ns Apply pates to eadl r • a o truss and a. shoan above end an the Joint Data., u noted ath.r.w. P P`• PSF War to IsoA z for ata..A" pat. pusttluna Off; •. OR p . IW mVODtiw4NY tie NTt ra°rx Iwnto bb the i, a. Group .,o„ca wtth AArcshodnotatiTPILodorheii '* klm•''••...••••• ,. LD. PSF AMtoI on t ac~°araarpy sm ve4r astav tw drvrp bemtes ampta.0 or l>.or.ssbel II 13723 Riverporl Drive far' - srq b.e_-vv tli.' rr.spa Dttr r D..W— p- W/M Same. thb yp/ONA DUR. FAC. Suite 200 Maryland Heights. MO 63043 Fr nor. Morwtlon sane thl. Job's 9—t rots ppoappee and thesan eb stt— / u, SPACINGALPDEre. LPlna1 =*" TPD eee.tphst—w mcou ee..sbdrAntrrarw ILO ...JaaranorD 7 Commentary: Camber may be bunt Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs, Deflection and Camber L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridelines at the transition from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding Loads, The amount of camber Is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Truss Bplp 1 5 x Deflection from Live Load) + 1 sign Dead Load Deflection) 4 Note: The g•d¢;1'e esri' considerably less than V YV. VV .V • WAR i3-- RM wm snLM AU NVU ON TM WAVDo DVMWr.. FURMH raa awtmc m COUMWMn nla.rmM nc DW REF DEFLEC/CAMB rrhnthe 10/01/14rstsr* ztr.rhr SDI ti Adhg ts,% I,.,t S.I hpp p, YhstolUrhp andDATEih. re4st Wtlm ie are fabri tkV. aro ig., 1(w+ntlon, by TYI ord CIJ far W YYYpractic.. prbr to V.r/orriip th p 1/ctlors bmrW rs slnrr pmvkk te,p= br p., Wi. ATUrie.• DRWG DEFLCAMB1014rot.d oth.r.ls., tap chord shQU how pro.My attodwd strm-tvwr st— end Dottaw h.0 h.-. prap.ny att.. hw a.6hp L—tloro alho f— p.rn.rrnt 1.t.re1 -.t—:. or O,U hew br hst "per _,furl. 0, S7 ar 110. as oporlt:ebr.. lrpply platys to ..dh , a, t,—. and ., ab....r a an th. 2ay t .te.s. .., natal atMr. m. .. R.,.r to dr. 1604-Z ,o- sterdvd plot. podtkru. OP ,. OA • O R • 1 V : APW C/ OA .WI an ttb .1r.WA p Ustft tfb ck—Bro Yhddt.s amp oo-a oI professbW r.spor 1W solatyWt d.sbh rdho— Wtoh lly e/d of a, MY d-.Yhp13,23 Riverporl Drive Suite 200 i.rdh..rt00arrysb hcire k tir o/ ifr Lid g De.blh.r pr N6I/7PI 1 S--P- Maryland Heights. MO 63043 it nor. M—V- s.. tH. Job'. p.rrror rot.. ppaepp...rd tlrw .b K sr NPINU ..sNpsheK..cpU TYL ....tpWtorpr SSCM ....sbdrhdotryarpl LM ...1¢sa,."V B 77R0%/1 1/201 x STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH lOd BOX/GUN 4' -0' 2x6 (0.128'xa0') 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 N TEl Details 1 and 2 O 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,D'> NAILS OR (4)10d BOX/GUN (0.128'x3.0') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3> IDd COMMON 0,148'x3') NAILS OR 4> 10d BOX/GUN i0A28'x3.0') NAILS attachment methods O STRONGBACK BRIDGING SPACING REQUIREMENTS UP to 10' None re ulred to 27 I raw (et Denier of WW to V 2 roes (10 eedl Ln to t Over 4o Spug rows at W cc poW 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.) ow -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). ATTACH TO CHl12D 2) q10 3' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES p, 648 0. V#M l 3= WO Axo FOLUM ALL MU IN TM WAvnfi oDPMMff FUM= THU 11MV= M ALL CCWR Dr00 DICUM NG 7W narALlrxs PSF REF STRONGBACK DATE 10/01/14Trusses _w" ..tr.M [ore n fabrlc.tkp, h—VID, se ppY p,i krp and bza wfer t fouow the atest edklon a SCSI oA•dk Cvpasrnt S.f.ty Lri y TPl and SDCIJ for , Uty proct1ces prior to perforft th.- functions. Wtdlers sh.0 provld. t.'per Y f C D PSF DRWG STRBRIBR1014IA>less rot.d at"—i-' top did sh.0 h.v. prepe.ty .ttocMd stru tu,.l"0.n:o'l+ br° b.ttm ATE PSF d shoo h.v.. prap.rly .ts.wd Nr1ppWId ..Ling.Locations shown for p.rMMnt at.rd restr.krt oI shhr. k ove bvt.bed per lEil sections 33, H7 oc 310..s cpp1h.Ge. APWY plot— to each of illtrussandcpohspldonasshowsoboveandonthe .lout Detas, urdess noted othersbre. G Reier to Oawkps 16WZ for stoMOM plot. po.113 i h • • PSF C AN RwtJOMPANr Alpe,..awlpnf to `o. µsvTpl"°' l:-°d°.wam this dr. n'A P—r-saft-1 this draweV V ,O• lk i<(` +., OR a••• LD. PSF UR, FAC. 1.00 13,23RiverponDrivesealm pep. shwnVft TM aftohwMY •^moof sally fartlrdd"tiD fa *,^ r, h, °,,ed ,,, Mignwr , Abt9/ TPl l sect yi/ N A. sane 200 Maryland Heights, M063043 row Mre of—tlon see this Job,. OoMrd rotes ppnnppee ord terse ..b sh— A PDE, wwws wCane TPD w...tpYet.V SKA, wwwshcMustry.ar0! IM —.1- s.f.mrp wes( i4{ ii(1 V SPACING b I - t 0 3d - FIELD REPORT PROJECT NAME: AJENT:49PROJECT NO.: DATE: CONTRACTOR: WEATHER: mw ovAv 7(? v "? , c- ") k 6 In, 0 g. k - rive — lz>)ell-1' — 3,7rg?- ue; v RTEG' S REPRESENTATIVE: THE RAAD - TANNOUS ENGINEERING GROUP, INC. 91n NJ (,r)1HAnrr)ri Road. ® Suite B10 © Orlando. Florida 32807 ID:7FFD9BCA-7321-4945-A4A8-3BB4EC1113FF 0 0 3a d- FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 28, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 4S THROUGH S2, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES fA i at de. w 2808 GIPPER CIRCLE, SANFORD, FLORIDA 32773 0 #2 N P.T. located on Lot 27 in E e Set 1/2" Rebar L1 S 9 •\ & Cap "LB 7623" G N 58°06'35" E 39.17'(P&M) SaGt 0. 0' L2 N 58°06'35" E 40.00'(P&M) 1 ?1 cD61 0 Sup. 6d. a6y, Fnd.t/2"Rebar . y fn Cap „L8 7623" 5 3....... o Q Lot 27 3 s J',° " 0 o P.C. located . 7 tp U, ....p on Lot 29 y,' # Od/ ode Witness Comer s yo... mod' Cp o ..... 5., Set 1/2" Reber I--,' & Cap "LB 7623" Site Benchmark Information- 1 Fnd. Nail & Disk "LB 2108". Elevation: 45_15' 0 #2 Fnd. Nail & Disk "LB 2108". Elevation: 47_35' g O VOti OV 0 Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) Revision: Foundation Survey - 006/25/19 - TCK Revision: New Plans - 04/22119 - BMJ Revised Address - 08/22/18 Revised Plot Plan - 08/21/18 Revision: New Plans - 06/28/18 Revision: Added Parking Lot 28 - 219117 Field Date: 6/252019 1 Date Completed: D&/2vty Drawn By: T.K. File Number:iS_49105 FC Legend- c C CaIw— Canterine PC - Point of Qrv,Aae Pg. . Paps Ce Concrete Block Pi - Point of Intersection CAI Concrete M—no"t P.O.B. - Point of Beginning Conc. co' oeo P.O.L - Pant m line Pp P_ er DC DrainCaymerR PHM - Per eat Reference Eamt.-Easarrea Mo- nont F.E.M. A. - Federal E—gency Pf . Point of Tango" Management Agency R - Radius FFE Finagled Floor 0-ation Red. - Rectal F. IP pound IronPips R&C - Reoar & Cap Rec. - Recovered L Length (Arc) Rfd. - Hoofed N N&O M..— Nat & Dbk So - Set Y,' RoDa & na ReCap'LB 7623' N.H. ORB Non -Had d OfficialRem6s Book Typ. - lyrical UE - Utility Erearnod P P. B. Plat Plat BockM w- WaterMela a - Delta (Cenbsl Angle) Corner Not Found dos h' S c4 y9 G0 Falls In Wall Witness Corner G 6 e& 1 LBR7623r 2 caGa CapQe Pteal Comer NotFound 66 O Falls In Wall ` GO10 C.25 R=2228. 48'(P) L=40.00'(P) 0=01 °01'43"( P) Chord Bearing= S 57°34'23" W 40. 00'(P) NOTES. wrwyn dated upon me Legal wtmptwn Supp11N M Dlent. Abutting PraPerVn Deeds have NOrbeen ReseumN b eaa OvM q NW/w NWus. Sublen to any Easements all/w RetNctions of Record. Beervg bent sboae here°rL hAtssmM all II+ sM upon the Vne Deratedenn a'Ba'. Mraeln9 Ties ate NOT ro W uud to reconstrvct Property Unn. Fence OamenNp it NOTMtNriwe. Roal Ovemargs, NsddgravW VtaitiesarM/ w Fstaert M.e NpTbeMlocatetl UNIFSS aNemiu rated. Sepnc Tt and/or Dr Corbraeom ar<aPDaxlrtuteall MUSTWvMRee by aPropn+te VUbtY LwaUon CamparJet. th n chofrnhSurveyforPurposes OmerV,an InNrMea. WlUaut YMnm Verdratbn. WIII be n e then sde as and w,Nwnuawlnrredemr"eyw. NWira Ne,een mad be Cmstrved to give AH7 Rglus w aenerns ro Nryane Other Wn tiau CeNkee. PO—SOF—REST. NONE VISIBLE coocuftntidy by:: atyu k (Muwk BICED63FCAE64EB... Graphic Scale 10' 26 40' Scale: 1 "= 20' I n, a an Canty aua N, eat of ly Survey of lee above Boi0f W rec n Papery b nuo WCaoM Ip No eat or SRr , Baselgod one fflon a rn N nis Sunvyoe Wormy D no co f tl nDateaSt- B,ris an I-tok to Nand S a yl ere Sta are told. in a to fineStandardsofPmcticato, Lane Sullying A the SMe of Fbdda . Pursuant aenp wortCbepter511T.062 Florida AdmnatraMODOdde. Pureuont 1 Ion 472 7 FloridaSWWa. a Kr FOR ME FIRM Patrick K. Irelanita:-:<< wnTP.. . 6637 LB7623This Slwey 5 intend use of Said Certified Parties. Th'a Sw NOT VALID UN all ErMcssed inSume#s Seal Ireland & AssocWes Surv"R, Inc. 80o Currency Circle I Suite 1020 Lake Mary, Florida 32746 www.irelandsurveying.com Office- 407.678.3366 Fax 307.320.8165 Revision ` 1 City of Sanfordsion ty Respons6 to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ' Submittal Date _l Project Address: T U)-,, Contact: 2,Lku l GC VVt,L Ph: ` of 6g3o Fax: Emailr (Acj—/ ttl CO) 1 'iv h u'' Lb"Y Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities W Engineering Fire Prevention General description of revision: o l rehzwu P n G- ROUTING INEORN]ATION Approvals Building SF RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot28ReaganPointe7512A Builder Name: D@vid Weekley Street: 2808 Glipper Circle Permit Office: C) - BUY City, State, Zip: Sanford FL_. 032 773 Owner: 5 Permit Numbe Op - 3 2 5 2 gUtL tic Jurisdiction: 6915061'I V% Design Location: FL, Orlando / County: Seminole (Florida Climate Zon 2`A' IP0P', 1. New construction or existing New (From Plans) 9. Wall Types(2896.7 sqft.) Insu 1"' 7M® 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=1.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1036.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 438.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1410.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1410.00 ft2 6. Conditioned floor area above grade (ft2) 2313 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(329.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 462.6 a. U-Factor: Dbl, U=0.34 233.50 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.851 ft. Area Weighted Average SHGC: 0.338 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2313.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1002.00 f12 b. Conservation features b. Floor Over Other Space R=0.0 903.00 ft2 None c. other (see details) R= 408.00 ft2 15. Credits Pstat Glass/Floor Area: 0.142 Total Proposed Modified Loads: 70.56 PASS Total Baseline Loads: 71.02 I hereby certify that the plans and specifications covered by Review of the plans and HE ST4T this calculation are in compliance with the Florida Energy specifications covered by this OE Code. calculation indicates compliance with the Florida Energy Code. n„r:. -., •.;:•::-'; ,,.ti PREPARED BY: -'1 Before construction is completed DATE: nril 94.9nig this building will be inspected for compliance with Section 553.908 I'I tr I hereby certify th&buildin n d, is in compliance Florida Statutes. iwiththeFloridaEODWE'T4 OWNER/AGEN BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 4/24/2019 8:26 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th E R.EVcpi1tS1,0' h Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHFCKI IST RFPOPT PROJECT Title: Lot28ReaganPointe7512A Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2313 Lot # 28 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Rotate Angle: 0 Street: 2808 Glipper Circle Permit.Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V 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 Block1 2313 21147.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 1st Floor 1002 9348.7 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1311 11799 No 1 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 ---_ ---_ 408 ft' 19 0.32 0 0.68 2 Slab On -Grade Edge Insulatio 1 st Floor 111 ft 0 1002 ft2 0.32 0 0.68 3 Floor Over Other Space 2nd Floor -_-_ -_-_ 903 ftz 0 0 0 1 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1577 ftz 354 ft' Medium N 0.85 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1410 ftZ N N 4/24/2019 8:26 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 99 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1311 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wa11_Lype R_Value Ft In FtInArea R-VValue-Eraction-AhSor Grade° 1 NE Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft2 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 49 0 9 4 457.3 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft2 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 13 6 9 4 126.0 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 18 6 9 4 172.7 ft2 0 0 0.6 0 9 Garage Frame - Wood 1 st Floor 13 47 0 9 4 438.7 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1 st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 NE 2 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 3 in None None 3 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 5 SE 4 Metal Low-E Double Yes 0.55 0.43 N 96.0 ft2 1 ft 4 in 1 ft 10 in None None 6 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 7 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 6.0 ft2 1 ft 4 in 1 ft 3 in None None 9 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 16.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 10 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 3 ft 6 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 4 ft 2 in Drapes/blinds Exterior 5 12 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 6 ft 10 in 0 ft 11 in Drapes/blinds Exterior 5 4/ 24/2019 8:26 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 408 ft2 408 ft2 47.13 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000378 2291 125.77 236.53 .203 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 40 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cent # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply -- Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 462.6 ft Attic 115.65 Proposed Qn 2nd Floor -- cfm 138.8 cfm 0.06 0.50 1 1 4/24/2019 8:26 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb HFeb Mar X] Mar f Apr Apr f May X Jun May f Jun X Jul fJulAu rjAuSeP JXJSeOctHX OctNov Nov Dec Dec HVentinJanFebXMarArMa [ Jun Jul Aug Se X] 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 Ibs/sq.ft. 0 ft, 0 ft 0.3 1st Floor Default( 8 Ibs/soft. 0 ftz 0 ft 0.3 2nd Floor 4/ 24/2019 8:26 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location 2nd Floor 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 40.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2313 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.401 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.338 14. Heating system: Capacity 40.0 c) Area 7c. 329.5 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 19.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 7.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. 13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 38.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which ' I be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be com feted based on install, code compliant features. Builder Signature, Date: Address of New Home: 2808 Glipper Circle City/FL Zip: Sanford, FL 32773 4/24/2019 8:26:58 AM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 3.5 TON V/BKV LVOV IPH 18xi3 plm 24x14 red pie trarn by bl drSCe1, I/8'=1.0' HONEYWELL 2 ZONE DnNPEP. _SYSTEM HZP21K QAR016TZ ARDI4TZ CPRn10 DAYS C7725A 1000 TH63eWe00B0 TH63EO320M 40— tr— — HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM 6 6' SNAPLOCK, ILEXABLE METAL PIPE\ OR FLEX f-1 I FRELsA14ER CAP Transfer ducts/grllles slzed In compliance -Ith Florldn Residential Building Code - M1602.4 Bolonced Return Air, exceptions 1-3. Builder must provide unrestricted I Inch undercut on doors to habitable roons. Kitchenvent to. all cap3-1/4'x 10' FIRST FLOOR Must have a rdnInun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r-6 Insulation value. Xqd A/L JLAU BLDR MIN FROM WALL bath uCt o roof or all Mnp w/70cfm Vent B p 0§ ON N 0- o 3 Naod c1 l (U 0 P d Io1u d Ln O Ol AI\JO' U L Rating k"V zO N m w > o z o z w 3 J Q H m H Q J O O Q W m0-Jlna0 DEL -AIR Manual S Compliance Report NEATQfs•AIRCBNUmuetNG Entire House Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: www.del-air.com For: David Weekley, Lot28ReaganPointe7512A 2808 Glipper Circle, Sanford, FI 32773 Design Conditions Job: Lot28Reagan Pointe7512A Date: April 23, 2019 By: RH Outdoor design DB: 93.O'F Sensible gain: 28531 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.2°F Latent gain: 4931 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 33462 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB04200GOAO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31611 Btuh 111% of load Latent capacity: 6823 Btuh 138% of load Total capacity: 38435 Btuh 115% of load SHR: 82% Design Conditions Outdoor design DB: 40.9°F Heat loss: 26304 Btuh Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB04200GOAO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37879 Btuh 144% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 68.4°F Capacity balance: 30 °F Economic balance: -99 °F Fk wrightsoft' 2019-Apr-24 08:29:09 a__ Right-SuileO Universal 2018 18.0.31 RSU24015 Page 1 C' C" ...t28ReaganPoinle7512A\Lot28ReaganPointe7512A.rup Calc = M.18 House faces: NW A9F Component Constructions Job: Lot28ReaganPointe7512A Date: April 23, 2019 HEATING •AIR CONOrnONING Entire House By: RH Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: www.del-air.com For: David Weekley, Lot28ReaganPointe7512A 2808 Glipper Circle, Sanford, FI 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (T) 41 Daily range (7) - Wet bulb (T) - Wind speed (mph) 15.0 Indoor temperature (7) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M ) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftBtuh/R'-'F ft'-'F/Btuh MOM Btuh BtuhV Btu Walls W 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 421 0.064 19.0 1.86 784 1.67 702 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud se 234 0.064 19.0 1.86 437 1.67 391 sw 388 0.064 19.0 1.86 723 1.67 647 nw 215 0.064 19.0 1.86 400 1.67 358 all 1258 0.064 19.0 1.86 2344 1.67 2098 W 13A-7ocs: 13A-7ocs Blk wall, stucco ext, r-7 ext bd ins, 8" thk, 1/2" ne 433 0.167 7.0 4.86 2105 4.35 1884 gypsum board int fish se 184 0.167 7.0 4.86 894 4.35 800 sw 126 0.167 7.0 4.86 612 4.35 548 nw 117 0.167 7.0 4.86 571 4.35 511 all 860 0.167 7.0 4.86 4181 4.35 3743 Partitions WP 12C-Osw: Frm wall, 1/2" gyp.bd ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it se overhang (4 It window ht, 1.27 ft sep.); 7.33 ft head ht nw all 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 11.27 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 It window ht, 1.27 ft sep.): 7.33 ft head ht 1 OC-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, se 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.43); 1.33 ft overhang (8 ft window ht, 1.87 ft sep.): 6.67 ft head ht 421 0.092 13.0 2.68 1126 1.49 625 20 0.340 0 9.89 198 22.5 449 20 0.340 0 9.89 198 20.3 407 16 0.340 0 9.89 158 22.5 359 56 0.340 0 9.89 554 21.7 1215 24 0.340 0 9.89 237 22.5 539 16 0.340 0 9.89 154 24.5 383 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 7.33 ft head ht sw 31 all 47 0.550 0 16.0 1536 27.4 2632 0.340 0 9.89 154 21.0 327 0.340 0 9.89 309 21.0 655 0.340 0 9.89 463 21.0 982 wrightsoft- 2019-Apr-24 08:29:09 wm Right-Suite(D Universal 2018 18.0.31 RSU24015 Page 1 128ReaganPointe7512A%Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 6 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 It overhang (3 ft window ht, 1.27 ft sep.); 7.33 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap. nw 8 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 3.54 ft sep.); 7.33 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.14 ft sep.); 7.33 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 6.83 ft overhang (5.2 ft window ht, 0.88 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 24 0.390 n 18 0.390 all 42 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1415 0.026 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 408 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 111 0.989 0 9.89 59 22.7 136 0 9.89 79 22.5 180 0 9.89 309 22.5 701 0 9.89 309 22.5 701 0 11.3 272 12.1 291 0 11.3 203 12.1 216 0 11.3 475 12.1 507 38.0 0.76 1071 1.42 2007 19.0 1.45 594 0.73 297 0 28.8 3195 0 0 wrightsoft', 2019-Apr-24 08:29:09 M.,.,- Right -Suite® Universal 2018 18.0.31 RSU24015 Page 2 MCA...t28ReaganPoinle7512A1Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW flnfl®I Project Summary Job: Lot28ReaganPointe7512A Y Date: April 23, 2019 HEATING • NUR COMMON= Entire House By: RH Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: www.del-air.com For: David Weekley, Lot28ReaganPointe7512A 2808 Glipper Circle, Sanford, FI 32773 Notes: i'k'+ y k '., .. e Kp" ti;i`3 r-12':[ ,s K .• ,.: r.:F i. ^:ax, e. t. x r 'Sty €'S "` il'4" St ,s `$•?' Des anotnfonnaon i. W M r, Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 29 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Structure 21517 Btuh Ducts 3137 Btuh Central vent (52 cfm) 1649 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 26304 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft') 2313 2313 Volume (W) 22128 22128 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 151 77 Heating Equipment Summary Make Carrier Trade CARRIER Model CH14NB04200GOA0 AHRI ref 9162578 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 °F 8.2 HSPF 41000 Btuh @ 477 28 F 1333 cfm 0.054 cfm/Btuh 0.40 in H2O Sensible Cooling Equipment Load Sizing Structure 23225 Btuh Ducts 4286 Btuh Central vent (52 cfm) 1020 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 28531 Btuh Latent Cooling Equipment Load Sizing Structure 2835 Btuh Ducts 739 Btuh Central vent (52 cfm) 1356 Btuh Outside air Equipment latent load 4931 Btuh Equipment Total Load (Sen+Lat) 33462 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond CH14NB04200GOA0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 11.5 EER, 14 SEER Sensible cooling 30000 Btuh Latent cooling 10000 Btuh Total cooling 40000 Btuh Actual air flow 1333 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed F 11- wr19htsoft- 2019-Apr-24 08:29:09 Right -Suite® Universal 2018 18.0.31 RSU24015C Page 1Qt28ReaganPointe7512A\Lot28ReaganPointe7512A.rup Calc = MJB House faces: NW 1 DEL -AIR Right-JO Worksheet raarmc an caxamanwa Entire Ho us e Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.del-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name Entire House family 2 Exposed wall 269.0 ft 51.0 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 362.5 ft 5 Room area 2421.8 ft' 362.5 112 Ty Construction U-value Or HTM Area (ft Load Area (ftl Load number Btuh/W °F) Btuh/ftj or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 I W 12E-Osw 0.064 ne 1.86 1.67 441 421 784 702 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 20 0 198 449 0 0 0 0 W W 13A-7ocs 0.167 ne 4.86 4.35 457 433 2105 1884 145 145 703 629 2B-2fv 0.340 ne 9.89 22.45 24 0 237 539 0 0 0 0 11 W W 12E-0sw 0.064 se 1.86 1.67 270 234 437 391 0 0 0 0 2A-2ov 0.340 se 9.89 24.53 16 3 154 383 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 20 5 198 407 0 0 0 0 Wi W 13A-7ocs 0.167 se 4.86 4.35 280 184 894 800 280 194 894 800 G 10C-m 0.550 se 16.00 27.41 96 4 1536 2632 96 4 1536 2632 W W 12E-0sw 0.064 sw 1.86 1.67 441 388 723 647 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 16 3 154 327 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 31 5 309 655 0 0 0 0 2B-2fv 0.340 sw 9.89 22.66 6 2 59 136 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 126 126 612 548 51 51 249 223 W W 12E-0sw 0.064 nw 1.86 1.67 270 215 400 358 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 16 0 158 359 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 8 0 79 180 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 31 0 309 701 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 173 117 571 511 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 31 0 309 701 0 0 0 0 11D0 0.390 nw 11.35 12.11 24 24 272 291 0 0 0 0 R W P 12C-0sw 0.092 2.68 1.49 439 421 1126 625 93 93 250 139 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0D C 16B-38ad 0.026 0.76 1.42 1415 1415 1071 2007 0 0 0 0 F 20P-19t 0.050 1.45 0.73 408 408 594 297 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 1007 111 3195 0 363 51 1468 0 6 c) AED excursion 0 117 Envelope loss/gain 16687 16744 5100 4540 12 a) Infiltration 4830 1530 935 296 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 3 690 Appliances/other 4030 230 Subtotal (lines 6 to 13) 21517 23225 6035 5756 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21517 23225 6035 5756 15 Duct loads 15% 181/6 3137 4286 10% 10% 604 576 Total room load 24654 27511 6639 6332 Air required (cfm) 1333 1333 359 307 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed wrightsoft' 2019-Apr-24 08:29:09 Right-SuiteO Universal 2018 18.0.31 RSU24015 Page 1 t28ReaganPointe7512A1Lot2BReaganPointe7512A.rup Calc = MJ8 House faces: NW 4DEL-AIR Right-J® Worksheet HFA7"' "0C0NDtTOMMG Entire House Del -Air Heating & Air Conditioning 531 Codisco Way. Sanford, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: www.del-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name kitchen study 2 Exposed wall 30.5 ft 25.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 467.0 ft 467.0 ft2 12.5 x 11.5 ft 143.8 ft' Ty Construction U-value Or HTM Area M Load Area (ft Load number Btuh/ft''F) 13tuh)ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 v+J W 12E-Osw 0.064 ne 1.86 1.67 0 0 0 0 0 0 0 0 I.-G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 IW W 13A-7ocs 0.167 ne 4.86 4.35 205 181 881 789 107 107 521 467 1--G 2B-2fv 0.340 ne 9.89 22.45 24 0 237 539 0 0 0 0 11 W W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0 E:2I--G 2A-2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0L-G 1OC-m 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-Osw 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 26-2fv 0.340 sw 9.89 22.66 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 23 23 113 101 14 14 68 61 W W 12E-0sw 0.064 nw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 56 32 155 139 117 85 415 372 2A-2ov 0.340 r1w 9.89 22.45 0 0 0 0 31 0 309 701 11 DO 0.390 nw 11.35 12.11 24 24 272 291 0 0 0 0 WP 12C-0sw 0.092 2.68 1.49 275 257 689 382 0 0 0 0 D 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 467 31 878 0 144 26 734 0 6 c) AED excursion 290 229 Envelope loss/gain 3429 2168 2047 1829 12 a) Infiltration 559 177 468 148 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 3988 3545 2515 1977 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3988 3545 2515 1977 15 Duct loads 10% 10% 399 354 10% 10% 251 198 Total room load 4387 3899 2766 2175 Air required (cfm) 237 189 150 105 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i.i- wrightsoft' 2019-Apr-24 08:29:09 AC P. " "" ' " " Right -Suite!) Universal 2018 18.0.31 RSU24015 page 2 t28ReaganPointe7512A\Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW DEL -AIR Right-JO Worksheet Entire House Del -Air Heating & Air Conditioning 531 Codisco Way. Sanford. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.del-air.com Job: Lot28Reagan Pointe7512A Date: April 23, 2019 By: RH 1 Room name pwdr bdrm 2 2 Exposed wall 4.0 It 25.5 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 33.5 ft 33. 5 ft' 1. 0 x 166.5 ft 166. 5 ft' Ty Construction U-value Or HTM Area (ft Load Area (ftl Load number Btuh/ft? °F) Btuhlft or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.064 ne 1.86 1.67 0 0 0 0 99 99 184 165 L- G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 I WW 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 L- G 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 131 111 206 184 2A- 2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 20.34 0 0 0 0 20 5 198 407 WI W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 G 10C-rrt 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-Osw 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2B- 2fv 0.340 sw 9.89 22.66 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 37 37 181 162 0 0 0 0 W W 12E-Osw 0.064 nw 1.86 1.67 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A- 20v 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 W P 12C-Osw 0.092 2.68 1.49 70 70 187 104 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 167 167 126 236 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 34 4 115 0 0 0 0 0 6 c) AED excursion 32 82 Envelope loss/gain 484 235 714 1074 12 a) Infiltration 73 23 451 143 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 300 Subtotal ( lines 6 to 13) 557 258 1165 1517 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 557 258 1165 1517 15 Duct loads 101% 10% 56 26 22% 27% 253 407 Total room load 613 284 1418 1924 Air required (cfm) 33 14 77 93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF lsof!^ 2019-Apr-24 08:29:09 Right- Suite D Universal 2018 18.0.31 RSU24015 Page 3 128ReaganPoinle7512A\ Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW DEL -AIR Right-J® Worksheet IRATtKG • an CONameNnr6 Entire House Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.def-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name bth 2 bdrm 3 2 Exposed wall 5.5 ft 11.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 5.5 ft 14.5 x 11.0 ft 5 Room area 60.5 ft, 159.5 ft' Ty Construction U-value Or HTM Area (ft Load Area (111 Load number Btuh/ft' °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W W 12E-Osw 0.064 ne 1.86 1.67 50 50 92 83 99 79 147 132 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 20 0 198 449 W W 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 26-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 WI W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0 I--c 1-G 2A-2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 1OC-m 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-0sw 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 22.66 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 IW W 12E-0sw 0.064 rtw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22-45 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 11DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 W P 12C-0sw 0.092 2.68 1.49 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.76 1.42 61 61 46 86 160 160 121 226 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 22 103 Envelope loss/gain 138 146 466 704 12 a) Infiltration 97 31 195 62 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 300 Subtotal (lines 6 to 13) 235 177 660 1065 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 235 177 660 1065 15 Duct loads 22% 27% 51 48 22% 27% 143 286 Total room load 286 225 804 1351 Air required (cfm) 15 11 43 65 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsoTt- 2019-Apr-24 08:29:09 Right -Suite® Universal 2018 18.0.31 RSU24015 Page 4 128ReaganPointe7512A\Lot2BReaganPointe7512A.rup Calc = MJ8 House faces: NW DEL -AIR Right-JO Worksheet Entire House Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford, FL 32771 Phone: 407-831-2665 Fax: 407-333.3853 Web: www.del-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name bdrm 3 wic util 2 Exposed wall 7.0 It 0 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 6.0 x 7.0 ft 42.0 ft' 8.5 x 7.0 ft 59.5 ft' Ty Construction U-value Or HTM Area M Load Area (ftI Load number BIulVft?'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val W 12E-Osw 0.064 ne 1.86 1.67 63 63 117 105 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 G 2B-21v 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 2A-20v 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 IWI W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 i 10C-m 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-Osw 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 26-21v 0.340 sw 9.89 22.66 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 W W 12E-0sw 0.064 rnv 1.86 1.67 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 I-CG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 rnv 9.89 22.45 0 0 0 0 0 0 0 0 D 11DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 1-0W P 12C-0sw 0.092 2.68 1.49 0 0 0 0 0 0 0 0 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 42 42 32 60 60 60 45 84 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 22 75 Envelope loss/gain 149 142 45 9 12 a) Infiltration 124 39 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 273 181 45 609 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 273 181 45 609 15 Duct loads 22% 27% 59 49 22% 27% 10 163 Total room load 332 230 55 773 Air required (cfm) 18 11 31 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoPt' 2019-Apr-24 08:29:09 AC A Right-Suite D Universal 2018 18.0.31 RSU24015 Page 5 128ReaganPointe7512A\Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW 4DEL-AIR Right-JO Worksheet xumec • wn txtxorrtoemc Entire House Del -Air Heating & Air Conditioning 531 Codisco Way. Sanford, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.del-air.com Job: Lot28Reagan Pointe7512A Date: April 23, 2019 By: RH 1 Room name mstr rm mstr we 2 Exposed wall 37.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 271.3 It 3.5 x 6.5 ft 5 Room area 271.3 ft' 22.8 ft2 Ty Construction U-value Or HTM Area M Load Area (ft Load number Btuh/ft= °F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W L W 12E-Osw 2A- 2ov 0. 064 0. 340 ne ne 1. 86 9. 89 1. 67 22. 45 131 0 131 0 243 0 218 0 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 2B- 2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0 IW - I-- c; 2A-2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 L 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 IWG 10C-m 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-0sw 0.064 sw 1.86 1.67 36 36 67 60 0 0 0 0 2A- 2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A- 2ov 2B- 2fv 0. 340 0. 340 sw sw 9. 89 9. 89 20. 99 22. 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 W 12E-0sw 0.064 nw 1.86 1.67 167 127 237 212 0 0 0 0 IW _ 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 8 0 79 180 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 31 0 309 701 0 0 0 0 W 13A-7ocs 0.167 rtw 4.86 4.35 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 R W P 12C-0sw 0.092 2.68 1.49 0 0 0 0 0 0 0 0 t- D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 271 271 205 385 23 23 17 32 F 20P-19t 0.050 1.45 0.73 0 0 0 0 23 23 33 17 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 108 5 Envelope loss/gain 1140 1863 50 43 12 a) Infiltration 654 207 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 1795 2900 50 43 Less external load 0 0 0 0' Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1795 2900 50 43 15 Duct loads 22% 27 /0 389 777 229% 27% 11 12' Total room load 2184 3677 61 55 Air required (cfm) 118 178 3 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoTt- 2019-Apr-24 08:29:09 4C A " " ""---.11 ". ^ Right-SuiteO Universal 2018 18.0.31 RSU24015 Page 6 t28ReaganPointe7512A\ Lot28ReaganPoinle7512A.rup Calc = MJ8 House faces: NW 1 DEL -AIR Right-J® Worksheet HEATING• AIR CGNOMOMING Entire House Del -Air Heating & Air Conditioning 531 Codisco Way. Sanford. FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 Web: www.del-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name mstr bth mstr wic 2 Exposed wall 23.5 ft 10.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 125.3 ft 1.0 x 104.5 ft 5 Room area 125.8 ft' 104.5 ft' Ty Construction U-value Or HTM Area M Load Area M Load number Btuh/ft? °F) 8tuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VtI- W 12E-Osw 0.064 ne 1.86 1.67 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 W W 12E-Osw 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 24.53 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 W W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 10C-m 0.550 se 16.00 27.41 0 0 0 0 0 0 0 0 W W 12E-Osw 0.064 sw 1.86 1.67 108 102 190 170 90 90 168 150 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.99 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 22.56 6 2 59 136 0 0 0 0 W W 13A-7ocs 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 IW W 12E-0sw 0.064 nw 1.86 1.67 104 88 163 146 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 16 0 158 359 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 T__D W P 12C-0sw 0.092 2.68 1.49 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 126 126 95 178 105 105 79 148 F 20P-19t 0.050 1.45 0.73 126 126 183 91 105 105 152 76 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 115 47 Envelope loss/gain 849 1196 399 327 12 a) Infiltration 416 132 177 56 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1264 1327 576 383 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1264 1327 576 383 15 Duct loads 221% 27% 274 356 22% 21% 125 103 F1Total room load 1539 1683 701 486 Air required (cfm) 83 82 38 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt.isoft' 2019-Apr-24 08:29:09 Right-SuiteO Universal 2018 18.0.31 RSU24015 Page 74GZ`A g t28ReaganPoint e7512A\Lot28ReaganPointe7512A.rup Calc = MJ8 House faces: NW 1 DEL -AIR Right-JO Worksheet aculmc•mncoaomantnc Entire House Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: www,del-air.com Job: Lot28ReaganPointe7512A Date: April 23, 2019 By: RH 1 Room name retreat 2 Exposed wall 38.5 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 402.8 ft 5 Room area 402.8 ft' Ty Construction U-value Or HTM Area (ftj Load Area Load number Btuh/ft?-'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W I W 12E-Osw 0.064 ne 1.86 1.67 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 W W 13A-7ocs 0.167 ne 4.86 4.35 0 0 0 0 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 11 W W 12E-Osw 0.064 se 1.86 1.67 140 124 231 207 2A-2ov 0.340 se 9.89 24.53 16 3 154 383 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 IW W 13A-7ocs 0.167 se 4.86 4.35 0 0 0 0 L-G 1OC-m 0.550 se 16.00 27.41 0 0 0 0 W W 12E-Osw 0.064 sw 1.86 1.67 207 160 298 267 ZA-2ov 0.340 sw 9.89 20.99 16 3 154 327 2A-2ov 0.340 sw 9.89 20.99 31 5 309 655 2B-2fv 0.340 sw 9.89 22.66 0 0 0 0' W W 13A-7ocs 0.167 sw 4.86 4.35 0 0 0 0 W W 12E-Osw 0. nw 1.86 0 0 0 0 2A-2ov 0.340340 nw 9.89 2 452245 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 2A-2ov 0.340 r1w 9.89 2245 0 0 0 0 W 13A-7ocs 0.167 rrw 4.86 4.35 0 0 0 0 2A-2ov 0.340 aw 9.89 22.45 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 j W P 12C-Osw 0.092 2.68 1.49 0 0 0 0 L- D 11DO 0.390 n 11.35 12.11 0 0 0 0 C 166-38ad 0.026 0.76 1.42 403 403 305 571 F 20P-19t 0.050 1.45 0.73 155 155 226 113 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 54 Envelope loss/gain 1677 2469 12 a) Infiltration 681 216 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 800 Subtotal (lines 6 to 13) 2358 3485 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2358 3485 15 Duct loads 229/6 27% 512 934 Total room load 2870 4419 T7 IAirrequired (cfm) 155 214 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed wrightsoFt- 2019-Apr-24 08:29:09 Right-SuiteO Universal 2018 18.0.31 RSU24015 Page 8 AC A... t28ReaganPoinle7512A%Lot28ReaganPoint e7512A.rup Calc = MJ8 House faces: NW g DEL_AIR Duct System Summary 71, HEATING • AIR CONOMONING Entire House Del -Air Heating & Air Conditioning 531 Codisco Way, Sanford. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.del-air.com For: David Weekley, Lot28ReaganPointe7512A 2808 Glipper Circle, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.173 in/ 100ft 1333 cfm 197 ft Job: Lot28Reagan Pointe7512A Date: April 23, 2019 By: RH Cooling 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 173 in/100ft 1333 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bdrm 2 c 1924 77 93 0.315 6.0 OX 0 VIFx 22.8 85.0 SO bdrm 3 c 1351 43 65 0.314 6.0 OX 0 VIFx 23.2 85.0 SO bdrm 3 wic h 332 18 11 0.237 4.0 Ox 0 VIFx 43.6 100.0 st3 bth 2 h 286 15 11 0.314 4.0 Ox 0 VIFx 23.4 85.0 SO family h 3319. 179 153 0.183 8.0 Ox 0 VIFx 76.0 110.0 st4 family - A h 3319 179 153 0.180 8.0 OX 0 VIFx 79.3 110.0 st4 kitchen h 4387 237 189 0.229 8.0 OX 0 VIFx 53.7 ' 95.0 st2 mstr bth h 1539 83 82 0.237 6.0 OX 0 VIFx 43.7 100.0 st3 mstr rm c 3677 118 178 0.240 7.0 Ox 0 VIFx 41.9 100.0 st3 mstr we h 61 3 3 0.254 4.0 Ox 0 VIFx 33.7 100.0 st3 mstrwic h 701 38 24 0.243 4.0 OXO VIFx 39.8 100.0 st3 pwdr h 613 33 14 0.173 4.0 Ox 0 VIFx 86.8 110.0 st4 retreat c 2209 78 107 0.333 6.0 OX 0 VIFx 17.1 85.0 stl retreat - A c 2209 78 107 0.328 6.0 Ox 0 VIFx 18.7 85.0 stl study h 2766 150 105 0.228 7.0 Ox 0 VIFx 54.4 95.0 st2 util c 773 3 37 0.250 4.0 OX 0 VIFx 36.2 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 392 321 0.173 499 12.0 0 x 0 VinlFlx st2 st3 Peak AVF 263 335 0.237 613 10.0 0 x 0 VinlFlx SO SO Peak AVF 554 718 0.237 672 14.0 0 x 0 VinlFlx st2 Peak AVF 779 615 0.173 558 16.0 0 x 0 VinlFlx wrightsoft, 2019-Apr-24 08:29:10 a •.. ,..•.. Right -Suited Universal 2018 18.0.31 RSU24015 Page 1 t28ReaganPoinle7512A\ Lot28ReaganPoinle7512A.rup Calc = MJ8 House faces: NW k t Retum Branch lDetaHIIITFA Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat] Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft• 2019-Apr-2408:29:10 Right -Suite® Universal 2018 18.0.31 RSU24015 Page 2 t28ReaganPointe7512A\Lol28ReaganPointe7512A.rup Calc = MJ8 House faces: NW 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) 4/24/2019 8:26:27 AM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2808 Glipper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. V 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 enveld{te building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers 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)(0, (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 IeakageWindows, 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/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/24/2019 8:27 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying Fluids above 105'F (41'C) or below 55'F (1 YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. 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. 4/24/2019 8:27 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). El R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. El ventilation 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilationEl shall meet the following criteria: 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/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/24/2019 8:27 AM EnergyGauge® USA-6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 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 heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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. ElR403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/24/2019 8:27 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software 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 (MandatoryM 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. 4/24/2019 8:27 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot28Reaga n Pointe 7 51 2A Builder Name: David Weekley Street: 2808 Glipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Y U Owner: Jurisdiction: 691500 w x Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overiapping joints taped. shall be permanently attached to the crawlspace 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 tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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 olates and walls or ce4finnq a. In addition, inspection of log walls shall be in accordance with the provisions of I(;U-4U0. 4/24/2019 8:27 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 691500 Permit #: Job Information Builder: David Weekley Community: Lot: 28 Address: 2808 Glipper Circle City: Sanford State: FL Zip: 32773 Air Leakagejest Results:, Passing results must meet either the Performance, Prescriptive, or ERI Method, --, O ; PRESCRIPTIVE METHOD -The building or dwelling unit -shall be tested and verified as having an air leakage, rate of not exceeding 7 airchangesperhourat -a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O ." PERFORMANCE•oor EIII METHOD -The building or dwelling unit shall tie tested and'vedfied as having.an air leakage rate of,noi exceeding . the selected ACH(50) value, as shown on Form R465-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub-section,ACH50. ACH(50) specified on Form_ R405-2017-Energy Calc;(Performance) or R406-2017 (ERQ._ _ ' 6.500 x 60 _, 21148 = Method for calculating building volume: CFM(50) Building Volume ACH(50) Q Retrieved from architectural plans F-1 PASS Code calculatedsoftware When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. 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 Statues.or individuals licensed as set forth in Section 489.105(3)(0, (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 thecode 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 4/24/2019 8:27:32 AM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 691500 Permit #: Job Information Builder: David Weekley Community: Lot: 28 Address: 2808 Glipper Circle City: Sanford State: FL Zip: 32773 Duct Leakage Test Results 0. ' Prescriptive Method r Performance/ERI Method t. System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any cfm25 Total of all cfm25 2313 = Qn Total of all Total Conditioned systems Square Footage PASS [:]FAIL 0 Prescriptive.Method cfm25.(Totalj To qualify as "substantially leak free".Qn Total must be less than or equal'to 0.041f air handler.unit is installed. If air'handler unit is not installed,, Qn .Total must be less than or equal to 0,03. This testing.' method meets the requirements in accordance with Section.R403.3.3. Is the air handler unit installed during testing? YES (.on') EINO (`izn') 0 Perfoemance/ERI Method cfm25 (out or Total) To_ qualify using this metl od, Qn must not be.greater than" the proposed duct leakage Qn specified on` Form:R405.2017 oe R4067-2017 Leakage Type selected on Form Qn specified on Form R405-2017 R405- 2017 (EnergyGalc). or R406-2017 (EnergyCalc) or R406-2017 Proposed Qn 0.06 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: Phone: I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Signature of Tester: Printed Name of Tester: License/ Certification #: Date of Test: Issuing Authority: 4/ 24/2019 8:27:46 AM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 RECORD COPY Residential Load Demand General Method 2313 square feet X 3VA = 6939 VA Small appliance load 3000 VA Laundry 1500 VA total 11,439 VA First 3000VA @ 100% 3000 VA Remaining @ 35%................2954 VA total 5954 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,224 VA - 240V= 147 amps= 150 amp service Model 7512 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 18-3252 a1. Mrrw A PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 28, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION:7TH9L1!10GA&G_0VE`kN'1I tBYPERFORMINGASEARCHWTNGrM,1 4uICIPA ITYORWWW.FEMA.GOV, THE PROPERTY APPEARS TO B N-ZONE-X: TH,IS-PRe RTY AS FOUND IN CITY OF SANFORD, COMMUNITY NUM ER 1 0294, ED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES I MAY 3 p 0 G—Godstr64ct_s1ngkJ. m%IyFhome with setbacks and impervious area shown on plan. P. tea/ 6 C 27 t I Xnt s s l'-a 'b 6gi,• i \ 4 n vt r 2808 GIPPER CIRCLE, SANFORD, FLORIDA 32773 Graphic Scale 0' 10, 20' 40' Scale: 1 "=20' Pl P.T. located on Lot 27 0 2$ L1 s'o N 58°06'35" E 39.17'(P) 6 0 L2 N 58006'35" E 40.00'(P) evl IjQ0012 .. o NO' Sze• ` :.;.; oea r . es°p °Sege . . . . . . . v? SA/VFr) G°o e al c 6' ... .... .... pFp a 0 1 ................ ' qRE 5. - - ... o... Q Lot 27 y s' o o° #1 8- 3252 P.C. located ( ors• cr G on Lot 29 vaj° mmmwDk 01111111, AV Nit% LIP, N6d"` p0 . j... . . . gO 1 7P n O. q J Q . . .0 O. . 115 2802 Gipper Circle ° v? 30 °Sea o Sanford, FL 32773 -O Qs°p OSe e J G° Total Lot Area= 3,203 sq ft (100%) Impervious Area in Square Feet: Total Impervious Area = Total House Foot Print = Total Porch and Deck/Lanai = Total Driveways = Total Walkways = Total A/C Pads = Elevations are based on civil grading plans. Lot is Type "A" Grading Plan e e( G J -.iN eel e av ee.. osea G°t` ea Q O . Goo ed t i os a oP t\t 50 sea s 0G e6 1,855 sq ft (58%) c 0 QtoQ 51,410 sq ft (44%) 196 sq ft (06%) P G CT 200 sq ft (06%) 39 sq ft (01 %) o s. to Pe Peat eo,. 0) , G° C25 160 Revision: New Plans - 04/22/19 - BMJ Revised Address - 08/22/18 Revised Plot Plan - 08/21/18 N.R. - Non -Radial Revision: New Plans - 06/28/18 T.O.W. - Top of Wall o Revision: Added Parking Lot 28 - 2/9/17 B.O.W. - Bottom of Wall V= Proposed Elevation Field Date: 4/22/2019 Date Completed: 04/22/19 NOTES - Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. Drawn By: M.I. File Number:IS-49105 PP2 Legend- C Calculated PC - Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. Centedlne Pg. -Page Fence Ownership is NOTdetermined. 8 Concrete Block PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS CM Concrete Monument P.O.B. -Point of Beginning otherwise noted. Conc. D Concrete Description P.O.L.-Point on Line PP Power Pole Septic ranksand/orDrainfield locations are approximate and MUST be verified by DE Drainage Easement PRIM - Permanent Reference appropriate Utility Location Companies. Esmt. Easement Monument Useof This Survey for Purposes other than Intended, Without Written Verification, Will be F.E. M.A. Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Management Agency R -Radius Construed togive ANY Rightsor Benefits to Anyone Other than those Certified. FFE Finished Floor Elevation Rad. - Radial Found R&C - Reber & Cap POINTS OF INTEREST - IF Iron Pipe Rec. - Recovered PROPOSE DRIVEWAY OVER NORTH EASEMENT. L M Length (Arc) Measured Rfd. - Roofed Set - Set 'A" Reber 8 Docu Signed by: N&D Nall & Disk Reber Cap "LB 7623" N.R. Non -Radial Typ. - TypicalORBErBlCED63FCAE64EBOfficialRecordsBookUE - Utility Easement P PlatWM Water Metar P.B. Plat Book A - Delta (Central Angle) 0- Wood Fence 0— -Chain Link Fence R=2228.48 (P) L=40.00'(P) 0=01 °01'43"(P) Chord Bearing= S 57034'23" W 40.00'(P) This is NOT a Boundary Survey I hereby Certify that this Boundary Survey of the above Described Properly is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyir in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes. Pursuant t9-5,gctlon 472,027 Florida Statutes. o N°. 6 FOR s o. THEFIRM Patrick K. Irelan '° <°RtoP 6637 LB 7623 This Survey is intende tiUnYJgi use of Said Certified Parties. This surve NOT VALID UNL and Embossed with Surveyor's Seal. Ireland & Associates Surveying, Inc, 800 Currency Circle I Suite 1020 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678.3366 Fax-407.320.8165 , 0 ZLd Z ry F-- Q LLJ F-- ry Q J a- o (D o Z O' W Q O Z cn M D— LLJ Z n Z LLJcf) — J LLJ ry Z H— LLJ Q ry CD Z Z Z LLJ Y Q ry O 0- 0 Z J U Q ZU U (n LLl Q LLJ CnQ Q ii r ^ c Z LLJ ry n I - W LLJ ry Z LLJ 5 0 0 Z LLJ 0 Z LLJ J Z Q Q LLJ J Q' LLJ LLJoLi O W LQ L1 ZUa_ Fy- Ld Ld Z_ f) CD D LLJ 0 r 60Q in J V)FW O Z w o Q w J Of 1 12' 8" 6' i 11'4"- - 1ST FLOOR TRUSS LAYOUT 30' 18' 8' - i- 11'4'---1 2ND FLOOR TRUSS LAYOUT RECORD COPY SHINGLE LOADING 139 m. p.h. WIND 12 EXPOSURE C 6 4- 3/ 16" HEEL I BRG. 12" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 4) HUS26 6) THA422 19'-8" HEIGHT 1) THAC422 0'-0" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WFCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/ OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPUNG AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE GUIDE TO GOOD PRACTICE FOR HANDUNG, INSTALLING, RESTRAINING h BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPUED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU- SPAN TRUSS CO. 407-321-1440/ 386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASC017E CUSTOMER DAVID WEEKLEY HOMES 17512 - A 1 LOT 28 REAGAN POINTE SCALE DATE DRAWN BY JOB NUMBER a-2a-19 CRH 21305 This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. p»lluawtr H. COA #0 278 i 04/24/2019 No.70861 t Ir SPATE OA r, O R i or •c' ON AIL E ALPINE AN rtw COMPANY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www.alpineitw.com Site Information: Page 1: Customer: Accu-S an Truss Company Job Number: 21305 Job Description: /7512 - A (MBR Tray) -David Weekley Homes Address: Lot 28 Reagan Point 2808 Gipper Circle, SANFORD, FL 32773 Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #: 1 WKJ4080016 Wind Standard: None Roof Load (pdo: 20.00- 7.00- 0.00- 5.00 Wind Speed (mph): 0.000000 Floor Load s : 40.00-10.00- 0.00- 5.00 This package contains general notes pages, 32 truss drawing(s) and detail(s). Item Seal # Truss 1 114.19.1240.39203 Al 3 114.19.1240.39032 A3 5 114.19.1240.39235 A5 7 114.19.1240.39065 131 g 114.19.1240.39064 B3 11 114.19.1240.39080 EJ7 13 114.19.1240.39002 EJ8 15 114.19.1240.39110 EJ88 17 114.19.1240.39172 CJ 1 19 114.19.1240.39268 CJ5 21 114.19.1240.38768 FG1 23 114.19.1240.38657 F2 25 114.19.1240.38830 F3A 27 114.19.1240.38861 F5 29 114.19.1240.38501 F7 Item Seal # Truss 2 114.19.1240.39126 A2 4 114.19.1240.38876 A4 6 114.19.1240.39189 A5A 8 114.19.1240.39266 B2 10 114.19.1240.38891 C1 12 114.19.1240.38986 EJ7A 14 114.19.1240.39173 EJ8A 16 114.19.1240.38877 EJ8C 18 114.19.1240.39281 CJ3 20 114.19.1240.39298 HJ7 22 114.19.1240.38659 F1 24 114.19.1240.38814 F3 26 114.19.1240.38704 F4 28 114.19.1240.38564 F6 30 114.19.1240.38502 F8 Florida Certificate of Product Approval #FL1999 Printed 4/24/2019 2:07:36 PM This document has been electroniea4 signed using a Digital Signal ure. Printed copies without an original signature must be verified using the original electronic version. H. tuxluwtrs f- COA #0 278 GENSf ••,!Cs 4/24/2019V No.70861 t STATE OF w ALPINE AN IT W COMPANY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www.alpineitw.com Site Information: P ea 2: Customer: Accu-S an Truss Company Job Number: 21305 Job Description: /7512 - A (MBR Tray) -David Weekley Homes Address: Lot 28 Reagan Point 2808 Gipper Circle, SANFORD, FL 32773 Item I Seal # iTruss 31 114.19.1240.38846 JF9 Item Seal # iTruss 32 114.19.1240.38769 IF10 Florida Certificate of Product Approval #FL1999 Printed 4/24/2019 2:07:36 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. U# = user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. Udefl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non -hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1 References: 1. AF&PA: American Forest & Paper Association, 1111 19`h Street, NW, Suite 800, Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alr)ineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co Page 2 of 2 SEQN:580290/ T5 / COMN Ply: 1 Job Number: 21305 Cust:RR408 JRef:1WKJ4080016 FROM: RF Qty: 9 l7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39203 Truss Label: Al / BAF 04/24/2019 T5'13 15' T5.13 T6"3 Ill4p6 30' 22'6"3 T6"3 30' T5'13 10' 10, 10, 1'4" 10, 20' 30' i Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA DDes Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense 132 2x4 SP #2 Dense: Webs 2x4 SP #3 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. Additional Notes Refer to General Notes for additional information N_ in zo20'4- Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.172 H 999 180 B 1306 A /- /670 /333 /256 Snow Duration: NA HORZ(LL): 0.036 H - F 1307 /- /- /670 /333 A HORZ(TL): 0.063 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 4.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.476 F Brg Width = 4.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.955 Bearings B & F are a rigid surface. Rep Fac: Yes Max Web CSI: 0.410 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 768 -2187 D - E 767 -1968 C - D 767 -1966 E - F 768 - 2188 l H C'E sF •' - o. 708 1 o• SAT 0 Q io 1 FSS COA ONA1. iil7Pd Ztf .. 04/24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1883 - 548 H - F 1884 - 577 I- H 1259 -282 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 752 - 258 D - H 754 - 258 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 (BuildingComponentSfetyInformation, by TPI and SBCA) handling, safety practices poor to performing these functions. Installers shall provide temporary bracingper 38SI. Unless noted o erwise,top chord shall have propedy attached structural sheathing and bottom hord shall have a propedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insjalled per BC I sections B3, 87 or B10, as applicable. Apply plates to each face otruss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. ' Alpine, a division of ITW BuildincLCompon nts Group Inc. shall not be responsible for any deviation from this drawing,anX failure to build the , nwoD ,,,. truss in conformance with ANSI PI 1, or or handling, shipping, installation and bracing of,trussesA Seal on this drawi g or cover page , , 6750 Forum Drive listingthis drawing indicates acceptance of pro esslona an if.erinq res nsibill sole) for the delpin shown. The sui bill Suite 305 andseofthisr7iawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSIITPI1Sec.2. For more information see this job's general note"age and these web sites: ALPINE: www.al ineitw.wm; TPI: www.l insl.o ; SBCA: www.sbcindust .com; ICC: wwwJccsafeorq Orlando FL, 32821 SEON: 580291) T4 / HIPS A`PIy: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF /7512 -A (MBR Tray) Weekley Homes DrwNo: 114.19.1240.39126 Truss Label: A2 / BAF 04/24/2019 7'513 13' 15' 17' 22'6"3 30' 7'S"13 5'6"3 2' 2' 5'6"3 7'5"13 05X6 a3X4 112X4 1112X4DE T3 F 30' 10, 10, 10, 1'4" 10, 20' 30' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 23.60 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h 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 Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W2, W4 2x4 SP #2 Dense: Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.165 J 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.291 J 999 180 B 1293 /- /- /678 /337 /228 Snow Duration: NA HORZ(LL): 0.056 C - - H 1293 /- I- /678 /337 /- HORZ( TL): 0.099 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 4.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.840 H Brg Width = 4.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.930 Bearings B & H are a rigid surface. Rep Fac: Yes Max Web CSI: 0.651 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)IO(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 B - C 811 -2124 E - F 785 -1680 C- D 804 -1916 F-G 804 -1917 D - E 785 -1679 G - H 811 - 2126 IMPORTANT' FURNISH THIS DRAWING TO ALL reUuire extreme care in fabricatingbF , handling, shippinin; Went SfetyInformation, by TPI anc7 SBCA) fsafety ract per B SI. Unless noted otherwise,top chord shall have pr p dgqid ceiling Locations shown for permanent lateral restr cable. Apply plates to each face of Wss and position as is 16OA-Z for standard plate positions. a division of ITW BuildingComponents Group Inc. shall no conformance with ANSI /TPI 1, or for handling, shipping, it this drawingg indicates acceptance of professional ei e of this t iawing for any structure is the responsibili Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. ' Chords Tens. Comp. B - K 1820 - 583 J - H 1821 - 615 K - J 1294 - 353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - L 686 - 226 E - M 608 - 200 L - E 606 - 200 M - J 688 - 225 04/24/2019 INCLUDING THE INSTALLERS f.. Refer to and follow the latest edition of SCSI (Building ming these functions. Installers shall provide temporary uctural sheathin and bottom hord shall have a properly nave bracingg ins ailed per BCS I sections 83, B7 or 10, on the Joinf Details, unless noted otherwise. (2efer to from this drawin an failure to build the 1 seal on this dr wiXg or cover pae Aforthe design shown. The suilPability A PINE NIfIWOxWNli 6750 ForumDrive Suite 305 Orlando FL, 32821 1SEDN: 580292 / T3 / HIPS Ply: 1 Job Number: 21305 I Cust:RR408 JRef:1WKJ4080016 FROM: RF Qly: 2 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39032 Truss Label: A3 / BAF 04/24/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'1 "4 8_5" 8'5' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph, Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 11' + 19, 4'l0"l 2 8' V10"12 30' 10"12 6'1"4 o 5X6 = 5X6 D E 30' 6'7" 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 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6'7" 217" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.084 J 999 240 VERT(CL): 0.157 J 999 180 HORZ(LL): 0.0351 - HORZ(TL): 0.065 1 Creep Factor. 2.0 Max TC CSI: 0.771 Max BC CSI: 0.708 Max Web CSI: 0.159 VIEW Ver: 17.02.01A.1114.21 o P•••......, k o. 748 1 o SAW0.7 COA ONAL EN ,• 04/24/2019 N N 20'4" 8'5' 1'4J 30' Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1215 /- /- /681 /340 /199 G 1215 /- I- /681 /340 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 G Brg Width = 4.0 Min Req = 1.5 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 859 - 2004 E - F 843 -1818 C - D 843 -1818 F - G 859 - 2004 D - E 738 -1461 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1730 - 640 J - 1 1417 - 496 K - J 1417 - 469 I - G 1730 - 672 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 419 -147 E - 1 419 -147 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlincg] shipping installing and bracing. Refer to end follow the latest edition of BCSI (BuildingnenSafetyInformation, bVv TPI an SBCA) & safety practices poor to performing these functions. Installers shall provide temporary per BGSI. Unless noted oTherwise,top chord shall have properlyy attached structural sheathinq and bottom chord shall have a progpeny d rigpid ceiling Locations shown for rmanent lateral restraint bf webs shall have bracingg installed per SCSI sections B3, 87 or 810, icab9e. Apply plates to each face ofPtruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to s 160A-Z for standard plate positions. a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,anvy failure to build the conformance with ANSI 1, or for handling, shippin?, installation and bracing of.trussesA Seal on this drawir5g or cover pag this drawing indicates acceptance of pro essrona engineering responsrbilr tvv solely for the desi n shown. The sulf£aa ilityceofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sbc.2. A IPLNE NfM'C0.~ 6750 Forum Drive Suite 305 Orlando FL, 32821 StON:580293/ T2 I HIPS Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 2 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38876 Truss Label: A4 / BAF 04/24/2019 4'9'4 15' 21' 25'2"12 30' r 4'9"4 4'2'12 6' 6' 4 2 12 r 4'9"4 5X6 III2X4 m5X6 D E F 30' t'4- 9' 6' 6' 9' 1'4' 9' 15' 21' 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.60 It 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 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nl Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.102 E 999 240 VERT(CL): 0.190 E 999 180 HORZ(LL): 0.038 J - - HORZ(TL): 0.070 J Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.750 Max Web CSI: 0.202 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1215 /- /- /678 /540 /171 H 1215 /- /- /678 /540 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 H Brg Width = 4.0 Min Req = 1.5 Bearings B & H 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. VIEW Ver. 17.02.01A.1114.21 I B - C 918 -2039 E - F 923 -1865 C - D 826 -1800 F - G 826 -1800 D - E 923 -1865 G - H 918 - 2039 o. 7.08 1 SAT • coAQ'YONAI. E a•, 04/ 24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1774 - 724 K - J 1566 - 567 L - K 1566 - 555 J - H 1774 - 728 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 ComponenSfetyInformation, byy TPI an SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporant bracin per 38SI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insjalled per 6C 1 sections B3, B7 or 8810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. F7efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinl1Components Group Inc., shall not be responsible for any deviation from this drawin any failure to build the truss m conformance with ANSI PI 1, or for handling shipping, installation and bracing of.trussesA seal on this dr wing or cover page , I this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE WC 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON:580308/ T17 / HIPS Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF pry: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39235 Truss Label: A5 I BAF 04/24/2019 T 12'6"5 1TT7 2.3 30' T 5'6"5 + 5'1"1 E. T fi 1II2X4[14] 6X6 =3X4 =6X6 C D T2 E F 2 6 Tp B G A H I 20'4" 3X10(A5R) III3X4[61 a7X8 M8X8 103X41[21) =3X10(A5R) 1 1'4" I 6'10"4 s'1 o"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense :T2 2x6 SP #2 Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.04 BC: From 10 plf at 7.04 to 10 plf at 22.96 BC: From 20 plf at 22.96 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 237 lb Conc. Load at 7.04,22.96 TC: 1691b Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 BC: 458 lb Conc. Load at 7.04,22.96 BC: 127 lb Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 6] W3X4 S 2.25 [14) W2X4 S 2.25 21] W3X4 S 2.25 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. 30' sag + sas I, 56"s + sto"a +ra" 12.2'13 1TT7 23'1"12 30' Snow Criteria (Pg,Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.273 E 999 240 Loc R+ / R- I Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.506 E 704 180 B 2643 /- /- /- /1227 A Snow Duration: NA HORZ(LL): 0.065 1 - - G 2643 /- /- I- /1227 /- HORZ(TL): 0.119 1 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 4.0 Min Req = 3.1 Bldg Code: FBC 2017 RES Max TC CSI: 0.948 G Brg Width = 4.0 Min Req = 3.1 TPI Std: 2014 Max BC CSI: 0.546 Bearings B & G are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.745 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 B - C 2417 -5248 E - F 2888 -6266 Additional Notes C - D 2868 -6232 F - G 2418 -5253 D - E 2887 - 6264 Refer to General Notes for additional information GENSF . c i 0. X08 1 o:• SAT O :•Q COA S ONAL,,p• 04/24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 4639 - 2115 J - 1 4614 - 2112 L - K 4611 - 2111 1 - G 4642 - 2116 K -J 6285 - 2908 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 641 -102 E - J 470 - 620 C - K 1934 - 903 J - F 1955 - 919 K - D 479 - 639 F - 1 654 -106 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatinq, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildingnen[ Safety Information, by TPI and SBCA) fbr sashipping, practices poor to performing these functions. Installers shall provide temporary per BGSI. Unless noted otherwise,top chord shall have proper)Vy attached structural sheathing and bottom hord shall have a properly ripplclceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 10, icable. Apply plates to each face of truss and position as shown above and on the Jointt-Details, unless noted otherwise. Refer to ALPINE 3s160A-Z for standard plate positions. a division of ITW Buildina1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the „,v ro A c9nformance with ANSI PI 1, or for handling, shipping, installation and bracing of.trussesA eat on this drawl or cover pa e, , 6750 Forum Drive thisQrawinqindicatesacceptanceofproresslonafengineeringresponslbilltsolelyforthedesinshown. The suiTablllty, Suite 305 seorthisfiawrngforanystructureisaresponsibilityofthebuildingDestgerperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.lpinst.orq; SBCA: www.sbdndus".com; ICC: www.iocsafe.orq Orlando FL, 32821 SEON: 580320 / T25 / HIPS Ply: 2 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: CH Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39189 Truss Label: A5A / BAF 04/24/2019 2 Complete Trusses Required I 30 7' + 108'4 + 13'S"4+ 18' + 23' + 26' 27'7" 2'S" 7' 3'8"4 2'9" 4'6'12 5' 3' "I 4X6 =3X4 1112X4 = 3X4 = 4X6 C D E T2 F G i\im 6i!F m1miRlTMAAAWPIB2K 1) In2XX4=3X10[10] 6X8 1112X4[15] T T4 l__o20'4" 4" T1"12 30' 3'S" 3'3"4 4'S'8 4'8.8 4T 2'5" 7'112 10'6"12 13'10" 183'8 23' 27'7" 30' 2'5- ^i 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 L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.331 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.617 F 573 180 B 2666 /- /- /- /1141 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.078 C - - J 1826 I- /- /- /773 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.146 C - - Wind reactions based on MWFRS Mean Height: 22.10 tt NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0P B Brg Width = 4.0 Min Reg = 1.6 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.904 J Br Width = 4.0 Min Re 1.59g = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.764 Bearings B & li are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 fit Rep Fac: No Max Web CSI: 0.615 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi; 0.18 Plate Type(s): Wind Duration: 1'.60 WAVE VIEW Ver. 17.02.01A.1114.21 B - C 1097 -2602 F - G 1282 -3061 Lumber Purlins C - D 1194 - 2879 G - H 972 - 2301 D - E 1670 - 3995 H - 1 1429 - 3324 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: In lieu of structural panels use pudins to brace all flat E - F 1682 -4027 I - J 170 -403 T4 2x6 SP SS: TC @ 24" oc. Bot chord 2x6 SP SS :132 2x4 SP #2 Dense: Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Refer to General Notes for additional information Chords Tens.Comp. Chords Tens. Comp. Nailnote B - Q 2293 -954 L - K 2046 -860 Nail Schedule:0.128"x3", min. nails Q - P 2304 -956 K - I 3429 -1469 Top Chord: 1 Row @12.00" o.c. N - L 3132 -1317 Bot Chord: 1 Row @12.00* o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads C - P 803 -333 N - F 1012 -413 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) rri, P - D 472 -1069 F - L 302 -610 P - N 3029 -1255 L - G 1153 - 480TC: From 56 plf at -1.33 to 56 plf at 23.00 TC: From 56 pIf at 23 00 to 56 pIf at 26 00 q H, Fl i, D - N 1419 -604 K - H 639 -1452 TC: From 5 BC: From 4 pIf at 211.33 to 54 plf at 3•• 0.00 Y.`' AGE S • ',: BC: From 20 plf at 0.00 to 20 plf at 30.00 e i ; . F •• TC: 237 lb Conc. Load at 7.04 TC: 169 lb Conc. Load at 9.09 i Q 748 ,) BC: 458 lb Conc. Load at 7.04 ; i BC: 127 lb Conc. Load at 9.09 - BC: 1151 lb Conc. Load at 11.27 S AT 0PlateShiftTable A • a' Q JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite ' .• 10] W3X10 3.00 L 1.25 [15] W2X4 S 2.75 (` ••••..•„ ,`.•• NG Wind COA SS ONAt• ,p• Wind loads and reactions based on MWFRS. tW 04/24/2019 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, handlingq shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, bV TPI and SBCA) fi safety practices poor to performing these functions. Installers shall provide temporarybracingper38SI. Unless noted oy , rwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BC51 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. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinclComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µm r truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA eal on this drawing or cover pane , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofroesslona, engineering responsibility solely for the desi n shown. The suiTabrlity Suite For and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.orq; SBCA: www.sbdndustry.com; ICC: www.iccsafe.orq Orlando FL, 32821 StQN:580317/ T18 / GABL Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: CH City: 1 7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39065 Truss Label: B1 BAF 0412412019 16• 5'6'14 6' 13'2'4 17.5'9 16' 'T 5'6'1a 5' 3'1'9 3.164 4'3'5 T T4' i F 4• -I G 2X414'1 612 GE f%%3x4 sci C \3X4 Ill 9 K L SC2 A P s ) - 2X4(A1) -SX6 3s2X 4( 1CS 12•r 6• F 14' I 9.4. F 11e16' -I'• NNL) I-- Z'8* Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.087 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 343 I- /- /245 /138 /160 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.220 C 655 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 C - - S' 149 /- /- /100 /46 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.063 C - - L 111 /-90 /- /107 /171 /- Code CodeI Misc Criteria NCBCLL: 10.00 Mean Height: 22.52 It Creep Factor. 2.0 reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: 0.236 B Brg Width = 4.0 Min Req = 1.5 Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.715 S Brg Width = 6. 0 Min Req = - L Brg Width = 6.0 Min Req 1.5 Spacin 24.0' 9 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.351 Bearings B, S, & L are a rigid surface. Loc. from endwall: Any FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber , I - K 565 -82 K - L 549 -213 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Stack Chord SC2 2x4 SP #2 Dense: Chords Tens.Comp. Chords Tens. Comp. Plating Notes P - O 483 -936 O - L 253 -493 All plates are 2X4 except as noted. Maximum Web Forces Per Ply (Ibs) 1 late s require special positioning. Refer to p () q p p g• Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. P - 1 673 -183 1-0 433 - 744 Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. ptltHlftllgfr rr r,{r 4.0, WindH" I Wind loads based on MWFRS with additional C&C "' ..••••••.. ` ', member design. a G S Additional Notes t z Refer to General Notes for additional information Q 708 See DWGS A14030ENC101014 & GBLLETIN0118 for z gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in O SATarea (NNL). Dropped top chord braced at 24" oc :• ; Q intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" ' rn •9 • oc. Center plate on stacked/dropped chord IC `•.,••r , interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. COA 0 AL 1 04/ 24/2019 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) f safety practices pnor to performing these functions. Installers shall provide temporary_ hord have bracingper3SI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom shall a proppel attached d9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer 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 µmY drawing trussinconformancewithANSI1, or for handling, shipping, installation and bracing of trussesA Seal on this or cover page, , 6750 Forum Drive listingthisdrawingindicatesacceptanceofpro-fesslonaf engineering responsibility solely for the desi n shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Suite 305 For more information see this'ob's general notes page and these web sites: ALPINE: w .al ineitw.Com; TPI: w .l inst.o ; SBCA: w .sbcindust .00m; ICC: w Jocsafe.orq Orlando FL, 32821 S9QN:580295% T12 / COMN Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.12,40.39266 Truss Label: B2 / BAF 04/2412019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37. 00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1. 25 Spacing: 24.0 " 5'6"8 9'4" 13'1"8 5'6"8 3'9"8 3'9"8 F- 1'4- Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22. 68 It 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP # 3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 4X4 D 18' 8" 9' 4" 9' 4" 18' 8" 18' 8" 5' 6"8 in f 20' 4" 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# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.028 G 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.052 G 999 180 B 790 /- /- /448 /352 /159 Snow Duration: NA HORZ(LL): 0.012 G - - F 703 /- /- /375 /301 /- HORZ(TL): 0. 023 G Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 4.0 Min Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.303 F Brg Width = 6.0 Min Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.780 Bearings B & F are a rigid surface. Rep Fac: Yes Max Web CSI: 0.206 Members not listed have forces less than 375# FT/RT:O( 0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114.21 B-C 822 -1110 D-E 718 -856 C - D 684 - 855 E - F 860 -1118 o. Z08 1 S SAT O • Q t con dfONA1,,, 04/24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 942 - 646 G - F 954 - 641 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - G 539 - 399 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) handling safety practicespoor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint bf 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 Join Details, unless noted otherwise. F efer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildin4Componnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ ,H truss in conformancewithANSI1, or or handling, shipping, Installation and bracing of trussesA peal on this drawing or cover pa e . , 6750 Forum Drive listing this drawingindicatesacceptanceofprofessfonaTengineeringresponsibilitysolely >orthe design shown. The suigability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insto ; SBCA:—.sbcindust .com; ICC: —.iccsafe.orq Orlando FL, 32821 SEQN: 5802961 T26 / COMN Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF Qty: 3 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39064FTrussLabel: B3 I / BAF 04/24/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2'5" 2'5" 4'3"8 9'4" 1.10"85'0"8 4X4 D 14' 4"8 16'3" 18'8" 5' 0"8 1'10"8 2'5" T2 12 T3 6 4X6( C RS) /// 4X6(E RS) c 0 in B F A o3X8( B10R) =3X8 3X8(B10R) 20' 4" 2' S" '} Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.01 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 Top chord 2x6 SP SS :T2, T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 18, 8" 6' 11" 9' 4" 6' 11" 161„ 2' 5" 18' 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 L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.214 E 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.404 E 537 180 A 709 /- /- /382 /307 /134 Snow Duration: NA HORZ(LL): 0.105 H - - G 703 /- /- /379 /304 /- HORZ( TL): 0.198 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 4.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.558 G Brg Width = - Min Req = - TPI Std: 2014 Max BC CSI: 0.781 Bearing A is a rigid surface. Rep Fac: Yes Max Web CSI: 0.692 Members not listed have forces less than 375# FT/ RT:O(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 940 -2051 D - E 466 -1060 C - D 466 -1060 E - F 951 - 2076 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2109 - 884 H - F 2142 - 898 yfd"" lv, H. i;`.# (', EATS'' C) s SlFr o. 708 1 ot S AT O ••Q D %• A - a• `; coA poNAL EN 04/ 24/2019 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 647 -1240 H - E 662 -1273 D - H 593 - 219 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handlingq shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI ana SBCA) fb) safety ractices pnor to performing these functions. Installers shall provide temporary _ bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BC I sections B3, B7 or 810, asapplicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer 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 drawing,any failure to build the ti rwoo~ truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of,trussesA eal on this drawing or cover pa e, . 6750 Forum Drive listingthisdrawingindicatesacceptanceofpro) esslonaf'engineering responsibility solely for the desi n shown. The suifablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more infonnaiJon see this 'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; SBCA: www.sbclndusl .corn; ICC; _www.i=afe.org Orlando FL, 32821 SEQN: 5802971 T1 / GABL Ply: 1 I Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: CH Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38891 Truss Label: C1 / BAF 04/24/2019 1. 212 TfT - 8'4' 11'S'9 12' ' 7 " 51'g 51, 7" r-- 2' --( TYP) 4.4- -I m4X4E T T82 a n 3X4 4-3X4 SC7 B C C' H SC2 A ( I .. V0'4- a2X4(CSSCS)—3Xa4(XO CS) 12'8' 12'8' 1'4" NNL) (NNL) 2'8- l"— 2'8" _i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 21.77 tt NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense Stack Chord SC2 2x4 SP #2 Dense Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.004 G 999 240 VERT(CL): 0.008 G 999 180 HORZ(LL):-0.002 C - - HORZ(TL): 0.003 C Creep Factor: 2.0 Max TC CSI: 0.220 Max BC CSI: 0.080 Max Web CSI: 0.088 VIEW Ver. 17.02.01A.1114.21 c4Qr con F IN ENG 04/24/2019 Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL M* 88 /- A /39 /37 MC Wind reactions based on MWFRS M Brg Width = 152 Min Req = - Bearing M 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 fabricatinq, handlingq shippin installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safety ractices pnor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted c herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin 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 Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of,trussesA eal on this drawl g or cover page, , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesinshown. The suiT9ablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcmduslry.com; ICC: w Jccsafe.ortt Orlando FL, 32821 SEO 29085N8/ T10 / EJAC I Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 11 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39080 Truss Label: EJ7 I / BAF 04/24/2019 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" 7' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.10 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. C 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(CL): NA Snow Duration: NA HORZ(LL): 0.013 D HORZ(TL): 0.023 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.598 TPI Std: 2014 Max BC CSI: 0.455 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Additional Notes Refer to General Notes for additional information Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. o. 708 1 COAONAI. EN 23'10"11 M O tn h l!i V 20'4" Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 360 /- /- /250 /123 /178 D 127 /- /- /92 /12 I- C 169 /- /- /73 /130 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/24/2019 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing,and bracing.. Refer to and follow the latest edition of BCSI (Building t S fety Information, by TPI an SBCA) safety practices pnor to performing these functions. Installers shall provide temporanntt B8SI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracincc]] installed per BCSI sections B3, B7 or 610, e. A .pYy plates to each face of truss and position as shown above and on the JO!nCDeta!IS, unless noted otherwise. f efer to 60A-Z for standard plate positions. a division of l PI 1, or for r acceptance any structure failure to build the 1 or cover pa e in. The sui ability, ALPINE nw caunm 6750 Forum Drive Suite 305 Oriando FL, 32821 SEQN: 58031'1 / T32 / MONO Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF City: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38986 Truss Label: EJ7A / BAF 04124/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37. 00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1. 25 Spacing: 24.0 " 91 B 23' 10" 4 12 6 F: 77- m 0 i A 20' 4" C 4X4(A1) 7' L 7 I 7, 1 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA Risk Category: II Snow Duration: NA HORZ(LL): 0.030 C EXP: C Kzt: NA HORZ(TL): 0.054 C Code / Misc Criteria Mean Height: 22. 43 ft Creep Factor. 2. 0 BCDL: .2 psfBCDL:.0 psf 5 Bldg Code: FBC 2017 RES Max TC CSI: 0.533 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.864 C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17. 02.01A.1114.21 Wind Duration: 1.60 WAVE Special Loads Lumber Dur.Fac.= 1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 703 lb Conc. Load at 1.73, 3.73, 5.73 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. GE ••S k/Qj y L F ••le . 0i a. Z08 1 o' SAT 0 • Q r' •rah COA FSS ON 04/24/2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh Rw / U / RL D 1241 /- /- 573 /- C 1151 /- /- 485 /- B 176 /- /- 123 /- Wind reactions based on MWFRS D Brg Width = 4.0 Min Reg = 1.5 C Brg Width = - Min Reg = - B Brg Width = 1.5 Min Reg = - Bearing D 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 f S fetyInformation, bV TPI and SBCA) far safety practices poor to performing these functions. Installers shall provide temporary BSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom hord shall have a properly id ceilingq. LocationsshownforPermanentlateralrestraintiSfwebsshallhavebracingqinstalledperBCIsectionsB3, 87 or D 10, le. ADA platestoeachfaceoftrussandDositionasshownaboveandontheJointDetails. unless noted otherwise. kefer to of I F' I 1, or Tor r acceptance any structure his drawing,anY failure to build the on this draw' yg or cover page , Le design shown. The sui9ability ALPINE.N CMIPMIY 6750ForumDrive Suite 305 Orlando FL, 32821 SOON: 5802997 T13 / SPEC Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF O[y: 2 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39002 Truss Label: EJ8 / BAF 04/24/2019 50 N V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA DDes Ld: 37.00 Mean Height: 15.00It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS 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: 1.60 Lumber Top chord 2k4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 1\13X4 12 C 0 7,2" 6' 10"8 6' 10"8 Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.008 E HORZ(TL): 0.014 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.423 TPI Std: 2014 Max BC CSI: 0.382 Rep Fac: Yes Max Web CSI: 0.210 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 1. ' GEiPVs k p. 708 1 Q t SAT O : Q w D.c` •• [ • °` V COAcas ONA1. EN sm""II ` 04/24/2019 TT N N 10'5"8 10, Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 334 I- /- /170 /101 /67 D 252 I- /- /116 /84 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 1292 - 918 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses repire extreme care in fabricating, handlingg shipping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporary _ bracin per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach?d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. F efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinAComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µwC,u,,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA eat on this drawing or cover page, ,ty 6750 Forum Drive listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The sui abilr Suite 305 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o : SBCA: www.sbcindust .com; ICC: —.iccsafe.orq Orlando FL, 32821 SEQN:580300/ T24 / GABL Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39173 Truss Label: EJ8A / BAF 04/24/2019 i' ... 97 10"11 6'10"8 T " 9"7 5'0"6 3" 3 2 113X4D T SC1 ,3X4 o B C E 1A Fi 0-3X6(C5) 3X61112X4 T2' 1, 6'10"8 6'10'8 T " NNL) 2'11" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Rt Bearing Leg 2x4 SP #3: Plating Notes All plates are 2X4(C5) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.059 C 999 240 VERT(CL): 0.106 C 773 180 HORZ(LL):-0.009 D - - HORZ(TL): 0.016 D Creep Factor: 2.0 Max TC CSI: 0.428 Max BC CSI: 0.378 Max Web CSI: 0.259 VIEW Ver. 17.02.01A.1114.21 04/24/2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 341 /- /- /173 /103 /6E E 245 /- /- /113 179 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = 1.5 Bearings G & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 537 - 619 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - E 1158 - 826 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shippin installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingIreB8fetyInformation, by TPI an SBCA) g safety actices prior to performing these functions. Installers shall provide temporarySI. Unless noted oy erwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a proppey lid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg Installed per BC I sections B3, B7 or 810, le. Apply plates to each face of trussand position as shown above and on the Join Details, unless noted otherwise. F 2eferto 60A- Z for standard plate positions. of I Pi 1, or for r acceptance any structure his drawing,any failure to build the on this drawing or cover page , ie desn shown. The suitablllty ALPINE NEn 00.NIYJff 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 580301 / T23 / SPEC Ply: 1 I Job Number: 21305 I Cust: RR408 JRef: 1WKJ4080016 l FROM: CH City:6 /' 512 - A (MBR Tray) -David Weekley Homes OrwNo: 114.19.1240.39110 Truss Label: EJ813 / BAF 04/24/2019 n O L1 12 % 3X4 3 C 5' 10" 1 5'6"8 5'6"8 3" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 E Des Ld: 37.00 EXP: C Kzt: NA HORZ(T L): 0.007E - - Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.291 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.249 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.218 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21WindDuration: 1.60 WAVE Lumber Top ,chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 04/24/2019 T CV 10'5"8 5 8 10, Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 285 /- /- /147 /93 /5E D 201 /- /- /92 /67 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Reg = 1.5 D Brg Width = 1.5 Min Reg = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. 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 f Safety Information, byy TPI and SBCA) TiS safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or B10, e. AppTy plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of iri 1,ortor r acceptance any structure his drawing,any failure to build the on this drawing or cover page ie deslgn shown. The suitability ALPINE w Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 580302 / T35 / GABL Ply: 1 I Job Number: 21305 I Cust: RR408 JRef: 1 WKJ4080016 FROM: CH Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38877 Truss Label: EJ8C / BAF 04/24/2019 0 1'0"11 97 1 " 5'6"8"If 9"7 N. 3" 3 2 3X4 DT TT SC1 ;3X4 o B C m E L 10'5'8 A 1 C-43X6(C5) a' 3X6 1112X45' 10" 1, + 56' 8 5' 6"8 1 " NNL) 211" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D DesLd: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense Rt Bearing Leg 2x4 SP #3: Plating Notes All plates are 2X4(C5) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Stacked top chord must NOT be notched or cut in area ( NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.029 C 999 240 VERT( CL): 0.052 C 999 180 HORZ( LL): -0.005 D - - HORZ( TL): 0.008 D Creep Factor: 2.0 Max TC CSI: 0.291 Max BC CSI: 0.244 Max Web CSI: 0.221 VIEW Ver: 17.02.01A.1114.21 04/ 24/2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 293 /- A /150 /95 /5E E 194 /- /- /90 /63 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Reg = 1.5 E Brg Width = 1.5 Min Reg = 1.5 Bearings G & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B- C 341 -413 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D- E 819 -521 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 quireInformation, byv TPI anc7 SBCA) safety practices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly aid ceilincl Locations shown for permanent lateral restraint bf webs shall have bracing ins Talledper BC I sections B3, B7 or 610, ile. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. f efer to 60A- Z for standard plate positions. of IF' I 1, or rorr acceptance any structure from this drawing,any failure to build the eaI on this drawing or cover pa e . r the design shown. The swt9ability ALPINE M rfw OD~ 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON:580303/ T9 / JACK Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF City: 6 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39172 Truss Label: CJt I / BAF 04/24I2019 T 12 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 20.60 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. V - -/ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Refer to General Notes for additional information Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. ro Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Creep Factor. 2.0 Max TC CSI: 0.261 Max BC CSI: 0.032 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 H ••,,,y p. 708 1 96. COA ONAt 04/24/2019 20'10"11 20'4" Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 201 /- /- 170 /96 /47 D 9 /-9 /- 21 /15 /- C - /-36 /- 36 /45 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Reg = 1.5 D Brg Width = 1.5 Min Reg = - C Brg Width = 1.5 Min 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 fabricatinqq, handling, shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponenfSfety, Information, by TPI and SBCA) fb safely ractices poor to performing these functions. Installers shall provide temporary _ bracing per BG SI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny attach8tl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq ins sled per BC I 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 ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingCompon nts 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 or handlia shipping, instpllation and bracing of,trussesA eal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of pro) essionaf engineering responsibility solely t$or the design shown. The suifabtlity Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's qeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinsuoor ;_SBCA: wwws-bcmdustry.co_ m; ICC: —.1ocssfeorg Orlando FL, 32821 SEQN:580304/ T8 / JACK Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty 6 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39281 Truss Label: CJ3 / BAF 04/24/2019 C 12 T 21'10"11 6 c 0 B In in N 20'4" A p X4(A11 r 1'4° wT ol 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.001 D - - Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 21.10 ft TCDL: ei psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.297 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.068 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21 WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide ( 2) 16d common(0.162"x3.5") toe -nails at top chord. Provide ( 2) 16d common(0.162"x3.5") toe -nails at bottom chord i F •. o. Z08 1 it • 1 COAIUtNAL 04/ 24/2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 222 /- /- /167 /85 /89 D 50 /- /- /40 /3 /- C 59 /- /- /20 /45 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Reg = 1.5 D Brg Width = 1.5 Min Reg = - C Brg Width = 1.5 Min 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, handlingp shigpin installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fb safety ractices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properix attached structural sheathingand bottom hord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginsalledperBCIsectionsB3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE NEdrawings160A-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 , me,,,µ, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover page , , 6750 Forum Drive Iistingthisdrawingindicatesacceptanceofpro-fessionaf engineering responsibility solely or the desi n shown. The sui£ablllty anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this 'oUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: — sbcindust .com; ICC: wwwJccsafe.orq Orlando FL, 32821 FROM: EQN:580305/ T7 / JACK Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 RF Qty: 6 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39268 Truss Label: CJ5 / BAF 04/24/2019 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.60 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 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional CS,C member design. C 5' 5' Snow Criteria (Pg,Pf in PSF) Deft/CSI 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(CL): NA Snow Duration: NA HORZ(LL): 0.004 D HORZ(TL): 0.007 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.287 TPI Std: 2014 Max BC CSI: 0.223 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE Additional Notes Refer to General Notes for additional information Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. a 40 o. 748 1 Q k COA NNQN L Epp, 04/24/2019 22'10"11 M O V U7 CM 20'4" Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- 206 /102 /133 D 89 1- /- 64 /7 /- C 116 /- A 49 /88 A Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min 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 quire extreme care in fabricating, handling shipping installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingfSfetyInformation, by TPI ana SBCA) far safety practices pnor to performing these functions. Installers shall provide temporary BSI. Unless noted oyherwise,top chord shall have proper)y attached structural sheathingq and bottom &hord shall have a properly lid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to 60A- Z for standard plate positions. INI 1, or torn acce nce any s ructure failure to build the 1 or cover page n. The suitability ALPINE NENmnw CO.NPv1Y 6750 Forum Drive Suite 305 Orlando FL, 32821 SE N:580307/ T15 / HIP_ Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 3 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.39298 Truss Label: HJ7 / BAF 04/24/2019 5'5"1 5-5"1 T4y3 f-- 1 10 10 5'3"5 5'3"5 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.09 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at' 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 100 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 9'10"1 4'4"15 IC 23'10"6 v m n ih in v 20'4" 4713 3" 5 9,6"2 '1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.017 G 999 240 Loc R+ / R- / Rh / Rw / U I RL Lu: NA Cs: NA VERT(CL): 0.032 G 999 180 B 318 /- /- /- /237 (- Snow Duration: NA HORZ(LL): 0.005 F - - E 331 /- /- A /130 I- HORZ(TL): 0.009 F D 68 /- I- /- /38 (- Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.450 B Brg Width = 4.9 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.537 E Brg Width = 1.5 Min Req = - Rep F c: VariesRepFac: Varies by Ld Case Max Web CSI: 0.333 D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. B - C 343 - 685 Additional Notes Refer to General Notes for additional information Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. i 4o.7081 o' SAT 0 ' Q COA 04/24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 646 - 300 G - F 634 - 299 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 328 - 695 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingq, handlin shipping installing, and bracing.. Refer to and follow the latest edition of BCSI (Building f S fety Information, byy TPI ana SBCA) f safety practices poor to performing these functions. Installers shall provide temporary B8SI. Unless noted olherwise,top chord shall have properixy attached structural sheathinq and bottom chord shall have a propperly id ceiling) Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, 67 or B10, e. AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of I F11 1, or for r acceptance any structure from this drawing,any failure to build the eat on this drawing or cover page1seatthedesignshown. The sui ability L ALPINEN Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 578530 / T21 / FLAT Ply: 2 Job Number. 21305 Cust RR408 JRef: iWKJ4080016 FROM: RF pry: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38768 Truss Label: FG1 / WHK 04/24/2019 2 Complete Trusses Required f 1'11,111 + 3'9"10 1 57'10 + TY9 + 9'5"4 1'11"11 1'9"15 1 1'9"15 1'9"15 1'11"11 1112X4 = 3X6 1112X4 1112X4 = 3X6 1112X4 A B C D E F T 1,0' J I H GK 3X6[31 = 3X4 =3X4 3X6[121 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NAKzt: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.25" 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. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 9.44 BC: From 5 plf at 0.00 to 5 plf at 9.44 TC: 1098 lb Conc. Load at 1.44, 3.44, 5.44, 7.44 TC: 50 lb Conc. Load at 1.69, 3.69 TC: 128 lb Conc. Load at 4.85 Plate Shift Table JT Plate Chord JT Plate No Size Shift Bite No Size Shift 3] W 3X6 2.75 L 1.50 [121 W 3X6 2.75 R Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. 9'5"4 37'14 2'17 37"14 37'14 15'9"6 19'5"4 Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.081 C 999 360 VERT(CL): 0.111 C 999 240 HORZ(LL): 0.021 G - - HORZ(TL): 0.029 G Creep Factor. 2.0 Max TC CSI: 0.556 Max BC CSI: 0.741 Max Web CSI: 0.616 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 2721/- K 2420/- J Brg Width = 6.0 Min Req = 1.5 K Brg Width = 7.3 Min Req = 1.5 Bearings J & K are a rigid surface. Bearing K 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. VIEW Ver.17.02.01A.1114.21 B-C 0 -3142 D-E 0 -3137 C - D 0 - 3221 Chord o, 708 i Bite 1.50 * sat o : Q LTV . V •• + •. COA I ONA1. EN 04/24/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J- 1 2270 0 H- G 2169 0 I- H 3221 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- B 0- 2548 D- H 0 - 608 B-I 1026 0 H-E 1139 0 I- C 0- 569 E- G 0- 2441 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatinq, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Saafety Information, byY TPI and SBCA) fbi safety practices poor to performing these functions. Installers shall Provide temporary per 3 St. Unless noted olherwise,top chord shall have properlyY attached structural sheathinqq and bottom chord shall have a progpeyonc id ceiling Locations shown forpermanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3, B7 or 910, icable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to is 160A-Z for standard plate positions. ALPINE a division of ITW BuildinlComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Haw C0.NMlYconformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover page, , 6750 Forum Drive this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The sui ability Suite 305 reofthisGrowingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. infnrmatinn see this inh's aeneral notes Dane and these web sites: ALPINE: www.aloineitw.mat TPI: www.loinst.om: SBCA: www.sbcindusW.00m: ICC: www.iccsafe.orq Orlando FL, 32821 SEQN:578516/ T16 / SY42 Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38659 Truss Label: F1 / WHK 04/24/2019 9'0.8 10'4'8 18'3• 18'11.8 29'7"8 10"8 9'0 8 1'4" T10"8 8' 1018'19. Ell i-- 2-6•12 —' 1'6.4 I I— rs•12 --}-- z•s•1z — I---{ — 2•6•12 --{— 2-6•12 11'5.4 18'10"12 1.4" TO 1X3 3X8[4] =3X4 3X4 —W=3X4=-3X8 1X3 A B C D E F G H I J S 10' lXX6 J 3X8(6] =3X4 AG = 3X8[13] =WA3X4 AC 1X33X6 29.9' Al ram- 29"0.8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.285 E 753 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.392 E 547 240 AJ 988/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.046 AD - U" 190/- Des Ld: 55.00 EXP: NAKzt: NA HORZ(TL): 0.064 AD AC /-102 NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 AJ Br Width = 7.3 Min Re 1.59q = Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.600 U Br Width = 143 Min Re9 q = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.948 Bearings AJ & AD are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.647 Bearing AJ requires a seat plate. Loc. from endwall: NA FT/RT:O 0 /0 0 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Lumber B- C 0 -2964 F- G 0 .2887 C- D 0- 2964 G- H 0- 2887 Top chord 4x2 SP #2 Dense D - E 0 -3527 H - 1 0 -2887 Bot chord 42 SP #2 Dense E - F 0 -3529 Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W3X8 4.25 L 1.25 [ 6] W3X8 3.50 L 1.25 13] W3X8 3.00 L 1.25 Additional Notes Refer to General Notes for additional information 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 04/24/2019 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp AJ-AI 1760 0 AG-AF 3526 0 AI-AH 3509 0 AF-AE 1658 0 AH-AG 3529 0 AE-AD 1658 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. AJ- B 0 -1956 F -AF 0 - 707 B -Al 1332 0 AF- 1 1359 0 Al- D 0 -602 1 -AD 0 -1860 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide tempora bracing per BGSI. Unless noted 0 herwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a progpe y attached rigid ceilincl Locations shown for permanent lateral restraint bf webs shall have bracinginstalled per BC I sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Woo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover pa e , , 6750 Forum Dr velistingthisdrawingindicatesacceptanceofproessionaengtneenigresponsibilitysolelyforthedesignshown. The sui g blllty Suite 305anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insl.o ; SBCA: www.sbcindusl .corn; ICC: —.iccsafeorcj Orlando FL, 32821 S 1N:578517/ T30 / SY42 Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 17 7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38657 Truss Label: F2 WHK 04/24/2019 9'0"8 10'4+ 23'4"8 24'8+ 29'10"8 9'0"8 1'4" 13' 1-4" 5'2" 2-6.12 -{- 2'612 --{ F- 2'6"12 -{- 2'6"12 -+- 2-6"12 -}-- 2'6"12 -{- 2'6"12 2'4"4 -{ W=3X4 1X3 =3X8 =3X4 =3X4=3X10[15] 3X6r191 3X4((24] =1X3 A B C D E F G H 1 J K L M tJ O W 13X6 =4X6[6] =3X4 =3X10 =W 3X4 =3X10[18] 3X4[20] =3X4 3X43 1874 11'8"4 29'10"8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.248 E 866 360 Loc R+ / R- / Rh / Rw / U / RL Z 909BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.349 E 617 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.039 B - - T 1911/- Des Ld: 55.00 EXP: NAKzt: NA HORZ(TL): 0.055 B Q 563/- Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA It TCDL: NA psf Creep Factor: 2.0 dth = .3 Min Re 1.5gWidthZBrq Soffit: 2.00 BCDL: NA P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.885 6TBrgWidth = .0 Min Reg = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.735 Q Brg Width = 7.3 Min Reg = 1.5 Bearings Z, T, & Q are a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.767 Bearings Z& Q require a seat plate. Loc. from endwall: NA FT/RT:0(0)/O(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17. 221A.1114.21 .0 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -2638 H- I 0 -2055 Top chord 42 SP #2 Dense C - D 0 - 2638 I - J 1718 0 Bot chord 4x2 SP #1 Dense :82 42 SP #2 Dense: D - E 0 - 2915 J - K 1718 0 Webs 4x2SP#3 E-F 0-2911 K-L 282 -1112 Plating Notes F - G 0 -2055 L - M 273 -1125 G- H 0- 2055 M- N 267 -1120 All plates are 1X3 except as noted. Plate Shift Table Maximum Bot Chord Forces Per Ply (Ibs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Site Z - Y 1600 0 U - T 658 -163 6] W 4X6 3.00 L 1.25 [15) W 3X10 5.25 R 1.25 Y - X 3007 0 T - S 485 - 820 18] W3X10 3.25 R 1.25 [191 W3X6 2.75 R 1.25 X - W 2911 0 S - R 1125 -273 20] W3X4 1.25 R 1.25 [24] W3X4 2.25 R 1.25 W - V 2907 0 R - Q 885 -37 Additional Notes Hr„• rrhr V - U 658 -163 fl rp HRefertoGeneralNotesforadditionalinformation _' y'f Maximum Web Forces Per Ply2x6continuousstrongback. See detail y Ibs) Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging !`.\i •,••'Es;••.•• recommendations. •YY \\/ •% Z - B 0 -1778 V - 1 1610 0 Deflection estimate assumes composite action with i • ; B - Y 1147 0 I - T 0 - 2192 single layer of the appropriate span rated glue -nailed ; i x Y - D 0 - 428 T - K 0 -1497 wood sheathing. __ ; O.708 D - X 235 - 419 K - S 1002 0 Webs are square cut except dbl diagonals or as • F - V 0 -1106 N - Q 41 984 otherwise shown. • 2 Truss must be installed as shown with top chord up. y A • SAT O • Q COA 6S` 04/24/2019 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, byy TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted oTherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a progenyattachdrigidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 810, Apply to each face, of truss and as shown above and on the JoinDetails, unless noted otherwise. Refer toasapplicable. plates position drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwry bracing drawirrSSgtrussInconformancewithANSI/TPI 1, or for handlin), shipping, installation and of trussesA eal on this Iisting this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. yawing or cover page _ . 6750 Forum DriveThesuitabilitySuite305anduseofthisforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more infonnation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t into ; SBCA: www.sbcindust oom; ICC: -.iccsafe.org Orlando FL, 32821 S N: 5785181 T31 / SY42 Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF Qry: 4 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38814 Truss Label: F3 I / WHK 04/24/2019 10'6" 11'11 "10 19,11 "10 10'6" I1'5"1 8' I i 2'6"12 --1 2'6"12 —{2'6"12 --{ f-- 2'6"12 {2'6"12 III 1 X3 W =3X4 1X3 3X10[41 1111X3 =3X6 1111X3 3X4 1111X3=3X10(16) 1112X4 A B C D E F G H I J T a• 1 10' P O N M L K 1X3 3X8[6)=W=H0312 =3X4 1111X3 =3X8[15) 3X8[18) AYR Loading Criteria (pso Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T2 42 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W3X10 5.25 L 1.25 [ 6] W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 [161 W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection 19,111,10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.395 E 591 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.543 E 430 240 Q 1084)- Snow Duration: NA HORZ(LL): 0.057 B - - K 1098l- HORZ(TL): 0.079 B Q Brg Width = 7.3 Min Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 K Brg Width = - Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.869 Bearing Q is a rigid surface. TPI Std: 2014 Max BC CSI: 0.995 Bearing Q requires a seat plate. Rep Fac: Yes Max Web CSI: 0.740 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -3371 F - G 0 -3343 C- D 0- 3371 G- H 0- 3343 D- E 0- 4229 H- 1 0- 3343 E - F 0 - 4233 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- P 1966 0 N- M 4233 0 P-O 4132 0 M-L 4228 0 O-N 4132 0 L-K 1956 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q -B 0-2184 F -L 0 -1150 B- P 1553 0 L- 1 1533 0 µlµHilllJgllll/lr P- D 0- 841 1- K n- 9176 Max JT MB1 DE for camberber r co men See detail H ; i4 D - N 537 .268 DEFLCAMB1014 for camber recommendations. ,i, Additional Notes tZs V,i• CjGsr . 1 !. Refer to General Notes for additional information 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging o. 708 1 S recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed S ATwoodsheathing. ; Q yp Webs are square cut except dbl diagonals or as ' '. A% ..' otherwise shown. •. I .•' Truss must be installed as shown with top chord up. •••"'`•• G` ` con UIdAIL MA lip 1 04/24/2019 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, handlingq shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, byy TPI and SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro pe y attached rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracinq installed per BCSI sections B3, B7 or 810, _ as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE^ drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µN , truss in conformance with ANSI 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 proTesslonaT engineering responsibility solely for the desi n shown. The sui ability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more infonnabon see this job's general notes pa a and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sboindust .com; ICC: wwwJcrsafe.orq, Orlando FL, 32821 SZON: 5785191 T28 / SY42 Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38830 Truss Label: F3A I / WHK 04/24/2019 T a 1 =' 10'6" 10'6" N — 2'6°12 --}-_ 2,6"12 --1 2'6"12 { 1X3=3X10[4] =3X6 A B C D E 11'11 "10 19,11 "10 1'5"1 8' 2'6"12 --1 2,6"12 -- - I i 3X4 =W=3X4=3X10[16] III2X4 F G H I J H 1X3 4X6 onotvl=vv—nvo is =OAy =JAot I o1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NAKzt: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense 32 42 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W3X10 5.25 L 1.25 [ 6] W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 (16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information 2x6 continuous strongback. See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19,111,10 10' KT 3X8[18] Snow Criteria (Pg,Pf in PSF) 1X3 4X6 onotvl=vv—nvo is =OAy =JAot I o1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NAKzt: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense 32 42 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W3X10 5.25 L 1.25 [ 6] W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 (16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information 2x6 continuous strongback. See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19,111,10 10' KT 3X8[18] Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.395 E 591 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.543 E 430 240 Q 1084 A A A I- /- Snow Duration: NA HORZ(LL): 0.057 B - T* 549 A/- HORZ(TL): 0.079 B Q Brg Width = 7.3 Min Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 T Brg Width = 24.0 Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.869 Bearings Q & I are a rigid surface. TPI Std: 2014 Max BC CSI: 0.995 Bearing Q requires a seat plate. Rep Fac: Yes Max Web CSI: 0.740 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver. 17.02.01A.1114.21 B-C 0 -3371 F-G 0 -3343 C- D 0- 3371 G- H 0- 3343 D- E 0- 4229 H- 1 0- 3343 E - F 0 - 4233 i 0. 7.08 1 SAT o •: Q COA 177s ONAL,;,.a` 04/24/2019 f Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1966 0 N- M 4233 0 P- 0 4132 0 M- L 4228 0 O-N 4132 0 L-K 1956 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q-B 0 -2184 F-L 0 -1150 B- P 1553 0 L- I 1533 0 P-D 0 -841 1-K 0 -2176 D - N 537 - 268 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponenfSfetyInformation, by TPI an a SBCA) handling, safety practices pnor to performing these functions. Installers shall provide temporary bracing per 38SI. Unless noted oTherwise,top chord shall have properiattached structural sheathin and bottom Chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 1310, _ as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, 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 drawing,any failure to build the nrW Co Vu r trussIncgnfonnancewithANSIqPl1, or for handling shipping, installation and bracing of trussesA Seal on this drawi g or cover page , , 6750 Forum Drive I this drawing indicates acceptance of professronaT engineering responsibilittyy solely or the desi n shown. The suiTability Suite 305 anduseofthis9(awing for any structure is the responsibility of the building Desigrfer per ANSIlfPI 1 Sec.2. For more infonna6on see this 'ob's eneral notes a e and these web sites: ALPINE: www.al 'neilw.com; TPI: www.l insl.o ; SBCA: vnvw.sbcindusl .corn; ICC: —kcssfe.org Orlando FL, 32821 SEQN: 578520 / T27 / SY42 I Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: RF Oty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38704 Truss Label: F4 I I WHK 04/2412019 T ; v 1 4• 1 _ 1'5"8 19,111,10 _1 r 1'5"8+ 18,6"2 V4„12 1,4„ TYP) 3X4 1 X3 = W =3X4 III 2X4 A I Q AH AG AC 1X3 =3X4 =W=3X4 19,111,10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA It Rep Fac: Yes Loc. from endwall: NA FT/RT:0(0)/0(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Refer to General Notes for additional information See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. a 10' R III2X4 Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.000 B 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.000 B 999 240 AH"109 /- /- /- A A HORZ(LL): 0.000 AH - - AH Brg Width = 239 Min Req = - HORZ(TL): 0.000 AH Bearing AH is a rigid surface. Creep Factor: 2.0 Bearing AH requires a seat plate. Max TC CSI: 0.104 Members not listed have forces less than 375# Max BC CSI: 0.021 Max Web CSI: 0.031 VIEW Ver. 17.02.01A.1114.21 i o. 7.08 1 SAT 0 ' Q 9 :, COa disa ONAI. EN 04/24/2019 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 (BuildingfSfetyInformation, by TPI an SBCA) far safety practices pnor to performing these functions. Installers shall provide temporaryBSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proppe y KId ceiling Locations shown for permanent lateral restraint Of webs shall have bracin installed per BC I sections B3, B7 or 810, e. AppYy 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. TPI 1, or for h acceptance any structure his drawing,any failure to build the on this drawing or cover page ie design shown. The suiti9ability ALPINE my 00~ 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 578521 / T22 / SY42 Ply: 1 Job Number: 21305 Cust: RR408 JRef: 1WKJ4080016 FROM: CH Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38861 Truss Label: F5 / WHK 04/24/2019 f 9'1" + 10'6"8, 18'6"8 119,1„ 1'5„8 8' ' 1'1 "12 2'6"12 —'}'— 2'6"12 2,6"12 --1 2-6"12 1111 X3 = W=3X4 1111 X3 1XA3 =3X86 4] 1111C3 -3X4 1111E3 =3X4 1111G3 H= 3X8[16] = JX3 T 4 1 = P19 0-10, R Q P O N M L lX3 -3X8M =3X4 1111 X3 =3X8[14] =1X3 3X6 = W=3X4 = 3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W3X8 4.50 L 1.25 [ 71 W3X8 3.50 L 1.25 14] W3X8 3.50 R 1.25 (16] W3X8 4.50 R 1.25 Additional Notes Refer to General Notes for additional information 2x6 continuous slrongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 18'6"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.288 E 750 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CQ: 0.397 E 545 240 R 1006 /- A 1- A A Snow Duration: NA HORZ(LL): 0.046 B - - L 1006 A A / / A HORZ(TL): 0.063 B R Brg Width = 7.3 Min Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 L Brg Width = 7.3 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.583 Bearings R & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.748 Bearings R & L require a seat plate. Rep Fac: Yes Max Web CSI: 0.654 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 B - C 0 -3041 F - G 0 -3032 C- D 0- 3041 G- H 0- 3032 D- E 0- 3662 H- I 0- 3032 E - F 0 - 3664 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 1798 0 O- N 3664 0 Q- P 1798 0 N- M 3662 0 P- O 3625 0 M- L 1797 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- B 0 -1998 F- M 0 - 886 B- P 1374 0 M -1 1366 0 atittrwtfla/rr,, r P- D 0 -645 1- L 0 -1996 D - O 405 - 246 C1 '• i p.708 1 ONALCOA • rrNMrw 04/24/2019 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) fir safety practices pnor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a p ogerylr y attachud rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, Apply to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. Defer toasapplicable. plates position drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinggComponents 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 pa e, , wWco!~ 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproessionaenineenresponsibilitysolelyforthedesinshown. The sui ablllandseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Suite 305 For more information see this job's general notes a and these web sites: ALPINE: www.al ineitw.com; TPI: vnvw.t inst.o ; SBCA: www.sbcindust .00m: ICC: www.iccsafe.o Orlando FL, 32821 Job Number: 21305 Ply: 1 SEQN: 578522 / T11 / SY42 Cust: RR408 JRef: 1WKJ4080016 17512 - A (MBR Tray) -David Weekley Homes City: 1 FROM: CH DrwNo: 114.19.1240.38564 Truss Label: F6 KM / OF 04/24/2019 1'5"8 12'6"8 1'5"8 + 11.V. l 1'4"12 -}— 1,4" -{ TYP) 3X4 A K T y' v 1 W M, o Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Lumber 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 Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.001 A 999 360 VERT(TL): 0.001 A 999 240 HORZ(LL):-0.001 A - HORZ(TL): 0.001 A Creep Factor. 2.0 Max TC CSI: 0.122 Max BC CSI: 0.049 Max Web CSI: 0.033 VIEW Ver: 17.02.01A.1114.20 j'T r o. 708 1 o :• SAT O •: COA 0 AL inrau 04/24/2019 Maximum Reactions (lbs), or.=PLF Loc R /U /Rw /Rh /RL /W W"110 /- /- /- /- /147 W Min Brg Width Req = - Bearing W is a rigid surface. Bearing W 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 fabricatingq, handlingg shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component S fety Information, byv TPI ana SBCA) fbF safety practices pnor to performing these functions. Installers shall provide temporary _ bracin per BG SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint bf 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 Join Details, unless noted otherwise. (tefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingCompongnts Group Inc., shall not be responsible for any deviation from this drawing,a0y failure to build the y m 0a yryrytrussIncgnfonnancewithANSIgPl1, or for handlincL shlppinq, installation and bracing of.trussesA eal on this drawing or cover pa e , , 6750 Forum Drive I this drawing indicates acceptance of progesslonag engineering responsibilrttyv solely ffor the des) n shown. The suitabtltty Suite 305anduseofthisgiawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Orlando FL, 32821Formoreinformationseethisiob's aeneral notes moe and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.orq: SBCA: www.sbcindustrv.com: ICC:—.iccsafe.orp _ Job Number: 21305 Ply: 1 SEON: 578523 / T19 / SY42 Cust: RR408 JRef: 1WKJ4080016 7512 - A (MBR Tray) -David Weekley Homes Oty: 1 FROM: CH DrwNo: 114.19.1240.38501 Truss Label: F7 KM I OF 04/2412019 1'5"8 1'5"8 f- 1'4"1 2 --} — 1'4" --{ TYP) 3X4 A 9'7"4 8'1"12 1112X4 H T T 1 10, U III2X4 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 9' 7"4 Snow Criteria (Pg,Pfin PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 Snow Duration: NA HORZ(LL): -0.000 B - - HORZ( TL): 0.000 B Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.104 TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.032 FT/ RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.20 WAVEI H 10 0. 7,08 1 SAWO-..' 4, COA SONAI. E 04/ 24/2019 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W P 59 /- /- /- I- 17.3 P' 109 /- /- /- I- /108 P Min Brg Width Req = 1.5 P Min Brg Width Req = - Bearings P & P are a rigid surface. Bearing P 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 (Building ComponentSafetyInformation, by TPI anr] SBCA) f safety practices pnor to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted o herwise,top chord shall have properIx attached structural sheathing and bottom hord shall have a properly attach8drigidceiling. Locations shown for permanent lateral restraint f webs shall have bracinq installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Componpnts Group Inc., shall not be responsible for any deviation from this drawing,anY failure to build the M C truss in conformance with ANSI 1, or for handling shipping, installation and bracing of,trussesA eat on this drawir5g or cover page , , 6750 Forum Drive listing this drawing in acceptance of prowlesslonaq en meen q responsibility sole) for the des) n shown. The suiTablllty Suite 305 anduseofthisr7awingforanystructureistheresponsibilitygofthe8uitdingDesigerperyANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.lpinsl.org; SBCA: www.sbcindust .com; ICC: www.iccsafeo1q Orlando FL, 32821 Job Number: 21305 I Ply: 1 I SEQN: 578524 / T6 / SY42 I Cust: RR408 JRef: 1 WKJ4080016 7512 - A (MBR Tray) -David Weekley Homes Qty: 1 FROM: RF DrwNo: 114.19.1240.38502 Truss Label: F8 KM / DF 04/24/2019 1'S"8 + 6'3"4 1'S"8 4712 TYP) 3X4 III 2X4 A F II Ell Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 4 5'4" 4 6'3"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 Snow Duration: NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.104 TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.032 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.20WAVE o 0. 708 1 t COA fttOMal. Ep,, 04/24/20 19 Maximum Reactions (lbs), or `=PLF Loc R /U /Rw /Rh /RL /W L 59 /- /- /- /- /7.2 L' 110 /- /- /- /- /64.0 G 33 /- /- /- /- /4.0 L Min Brg Width Req = 1.5 L Min Brg Width Req = - G Min Brg Width Req = 1.5 Bearings L, L, & G are a rigid surface. Bearings L, L, & G require 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 shippin installing and bracing. Refer to rnd follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) t salke I Riactices pnor to performing these unctions. Installers shall provide temporary bracin per BGSI. Unless noted oTherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracingq installed per BC I sections B3, 67 or 610, _ as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE^ drawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLqComponents Group Inc. shall not be responsible for any deviation from this drawing,anX failure to build the µwro p truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 6750 Forum Drive listingthisdrawingindicatesacceptanceofpro-fessionaf engineering responsibility solely for the den shown. The suitability Suite For and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 111011c.2. 305 For more information see this job's general notes page and these web sites: ALPINE:_ www.alpineitw.com; TPI: www.tpinst.org: SBCA: www.sbcindust .tom; ICC: www.iccsafe.orq Orlando FL, 32821 ISEQN: 578525/ T14 / SY42 Ply: 1 Job Number: 21305 I Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 2 /7512 -A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38846 Truss Label: F9 KD / WHK 04/24/2019 9"12 3X4 1X3 =3X4 III1X3 A B C TT T T 10' NFE D 1=3X4 III X3 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced @ 24.0" oc supports additional concentrated load at left end from 9.00' stud wall 13.75 PSF) supporting 0-0-0 roof spans with 0-" overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f -- 10" - j 2,4"8 f 3,2"8 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.002 A 999 360 VERT(CL): 0.004 A 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.003 A Creep Factor: 2.0 Max TC CSI: 0.302 Max BC CSI: 0.070 Max Web CSI: 0.072 VIEW Ver. 17.02.01A.1114.21 jp i O. 708 1 Q v COAONAI. 04/24/2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E 566 /-/- D 50 /-70/- E Big Width = 4.0 Min Reg = 1.5 D Brg Width = - Min Reg = - Bearing E 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 uire extreme care in fabricating, handlin shipping installing,and bracing. Refer to and follow the latest edition of BCSI (Building f S fety Information, byY TPI and SBCA) f safety practices pnor to performing these functions. Installers shall provide tempora B8SI. Unless noted oiherwise,top chord shall have proper)yy attached structural sheathing and bottom &&hord shall have a pro ppe y id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. AoDTv Mates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of ITW ComponentsBuild inlGroupInc. shall not be responsible for any deviation from this drawing,an failure to build the c9nformance with ANSI PI PI 1, or or handling, shipping, installation and bracing of_trussesA Seal on this drawiXg or cover pa e, this drawing indicates acceptance of uroTessionai engineering responsibili v solely for the desi n shown. The suit9ability se ofthis9awingforanystructureistheresponsibilityoftheBuildingDesigrferperANSIfrPI1Sec.2. ALPINE m nwca~ 6750 Forum Drive Suite 305 Orlando FL, 32821 1A 1SEQN: 578526 / T20 / SY42 Ply: 1 Job Number: 21305 Cust:RR408 JRef: 1WKJ4080016 FROM: RF Qty: 1 /7512 - A (MBR Tray) -David Weekley Homes DrwNo: 114.19.1240.38769 Truss Label: F10 / WHK 04/24/2019 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 55.00D Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. a 3X4 1X3 A 1112X4 i 2r3n12 1112XX4 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): 0.000 B 999 360 Lu: NA Cs: NA VERT(CL): 0.000 B 999 240 Snow Duration: NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.248 TPI Std: 2014 Max BC CSI: 0.056 Rep Fac: Yes Max Web CSI: 0.024 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 izry` o. 708 1 o' SAT O • Q G COAa.ONaI. 04/24/2019 10, Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D 113 C 128I- D Brg Width = 3.3 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D 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 wire extreme care in fabricating, handlingq shippin installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingIreInformation, by TPI and $BCA) it safety ractices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom &hord shall have a propertylidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginsfledperBC51sectionsB3, B7 or 10, le. Apply plates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. F efer to 60A-Z for standard plate positions. t ANSIn NI 1, or for r icates acceptance ng for any structure his drawing,any failure to build the on this drawing or cover pa eiedesignshown. The sui gability ALPINE mrrwcomprm 6750 Forum Drive Suite 305 Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 moh Wind Soeed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = LnIl S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace on Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U S P F H P 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' e' 111 10, 3' 10, e' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' VY 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' O Standard 4' 1' 5' 8' 6' 0' 7' 7' e' 1' 10, 1' 10' 6' 11' 10, 12, 8' 14' 0' 14' 0' 1 4' 6' 7' 4' 1 7' 8' e' e' 9' 0' 1 10' 4' 10' 9' 1 13' 8' 14' 0' 14' 0' 14' 0' J It S P 2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10,' 3' 10, 8' 13' V 14' 0' 14' 0' 14' 0' U IDPL 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' e' 6' 1012, 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 2' 11' 0' 11' 10' 14' 0' 14' 0' U S P F 1 / #2 4' 11' 8' 4' e' 8' 91101 10' 3' 11' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' 8. 1' 8' B. 9' e' 10, 1' Ill 7' 12. 1' 14' 0' 14' 0' 14' 0' 14' 0' U H F Stud 4' 8' 8' 1' 8' 6' 9' e' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' a1 O Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1 5' 1' 8' 5' e' 9' 9' 11' 10' 4' Ill 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 11' 8' 4' 8' e' 9' 10, 10' 3' 11' B' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' NO 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' Ill 8' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 0) D F L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' p 1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' Il' B. 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S f F 3 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' 0 U H F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 5' 1' e' 0' 8' 6' 10, e' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d a 011 S P 1 5' 8' 9' 3' 9' 8' 10, 11' 11' 4' 13, 0' 13' 6' 14' 0' 14' 0' .. 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' 12, 11' 13' S' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10, 9' ill 2' 12, 10, 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' IDFL Stud 5' 3' B' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 5' 1' 7' 5' 1 7' 11' 1 9' 11' 10' 7' 12, 9' 13' 3' 14' 0' 14' 0' 1 14' 0' 1 14' 0' About able Truss Diagonal brace option Tverticallengthnaybe doubled when diagonal 18' B( brace Is used Connect L diagonal brace for 450# at each and. Max web Br ce total length Is 14'. K )K 2x4 DF-L #2 or better diagonal Vertical length shown brace, single B, l In table above. 45• or double cut L 1IJT 1lhf, h` as shown) at upper end Connect dbgona at 41 S •' midpoint of vertical web. Refer to chart r x gulal r i VARNDKP- RM Ahm FOLLOW ALL NOTES ON TIM MAWDIO wsDf ..... FulaDS1I Thlts hauvDG m M.L mDRACTURS DICIImDG THE DOTALLE3M • Teases repA exb ne care In Fabrlcat1ho handro 6utoltY p •nd ba p ReF to ads foam the Iatewt ed'tbn of SCSI Csuedhe Component Safety IrJar+aifon, by TPI and 18CIU f safftye to these fvx:uorrs 6MSOeers deli Semparary bro ptdproctt.s prbr perfOrfthp Rrorld• othertre, top Ucrd shad hove propeHy attar ed structrrol-7. shed L7don 11 1 LJ Iof Mee a property attdrd Lacatbro drown For pernarrnt lteral eebo have hstaLLW per s3'i7orPaudiruw, and u when_.ad - tM Jdnt DetA., vleu rated aiherdfe. to *-a 16CA-Z far st..bd plt. podtI.- A,*,. VI# 111•-'1 JrRNer 11w (i>wlwnNr a wldorr oP ITVchuANthisdraehe, orry Pssure to riidd tha truss h orm.r¢..ha, AhSl/TPl 1, or Par 4• tvtallatbn 6 bracing of trruas. 13723 Riverpon Drive Suite 200 A seal an this drawl g or aver ltrdrp this draxi p, eOmtes awptance o/ Pervp'Yrerep ; fTcrabelty =for d es n down The suI(aNLty •rd w o l this draeepanyAnniMthe3AdneDeafpe' per' AIQI/TP1 1 S--P 7 Maryland Heights, MO 63043 Far mare lnfl m ton see this J.W. panrol rotes gpaappee and these .eb smfsr ALPM seealpw."=onr TPD we..tp uorphtSECA, www.sb0'dustry.oral DX) mAaaPfo'p Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Men-rir el / 02 Standard #2 Stud 3 Stud 03 Standard Douglas Fir -Larch Southern Pheww 3 # 3 Stud Stud Standard Standard Group BI Hen - Fir 1 L Btr 1 Dou law Et -Larch Southern Pbre sw 1 it 2 e2 lx4 Braces shall be SRB (Stress -Rated Board). s For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these odes. Gable I russ Detail Notes) Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Goble and supports load from 4' Cr outlookers with 2' 0' overhang, or 12' plywood overhang, Attach ' L' braces with 10d C0.128'x3.0' nW mulls. K For (1) 'L' bracer space nails at 2' oz. In Ur end zones and 4' o c. between zones. KWor ( 2) 'L' braces- space nulls at 3' oz. In Ur and zones and 6' ac. between zones. L' bracing must be a minimum of BOX of web member length. Goble Vertical Plate Sizes Vertical Length No Splice Less than 4' D' IIX4 or 2X3 Greater than 4' 0' 3X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX, T T, LD, 60 PSF MAX. SPACING 24,0' F ASCE7-10-GAB14015 TE 10/01/14 WG A14015ENC101014 O Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Oro 100 mph rind speed, 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt 1.00 S 2x4 Bence Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace IN(1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace we Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #12 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12' 10' 13' 4' 14' 0' 14' 0' US P F t3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' U u Stud 3' 10, 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' l Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10, 14' 0' 14' 0' Q% 81 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' J U S P IDFL 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 1 10' 2' 12' 10' 1 13' 4' 14' 0' 14' 0' N3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' B. 10' 1' 11' 7' 12' S' 14' 0' 14' 0' d Standard 3' 9' 4' 11' S' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10, 3' 11' 0' 13' 11' 14' 0' L% 1 / ##2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' P S P F 13 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U HP Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' HI 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, Ill 3' 11' 9' 14' 0' 1 14' 0' 14' 0' 14' 0' S P p2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' Ill 2' 11' 7' 14' 0' 14' 0' 14' 0' t3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' e' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' a, 0' 8' 7' 10, 10, I1' 6' 12' 7' 13' 15' 14' 0' 14' 0' d S P F i1 / #12 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' t3 4' 10' 8' 7' 8' 11' 10, 2' 10' 7' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' L7 U O u Ff Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' Il' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 11 5' 4' 8' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' d a I S P D F L 12 5' 2' e' 9' 9' 1' 10' 4' 10, 9' 12, 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 113 5' 0' 7' 10' 8' 4 10' 3' 10, B' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10. 8' 4' 10' 3' 10, 8' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 1 7' 4' 9' 3' 1 9' 10, 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades - Group AI Sstrutce-Pine-Fir Hen -Fir r1 / r2 Standard r2 Stud tl3 Stud r3 Standard Dou las Fir -Larch Southern Pkhesss r3 tl3 Stud Stud Standard Standard Group BI Hen -Fir tl1 4 Btr tll Dou las Fir -Larch Southern Pbheas r1 rI 42 tl2 Ix4 Braces shall be SRB (Stress -Rated Board). ssFor Ix4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group Ell values may be used with these rades, Lsable Truss Detall Notesi Vbad 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' Cr outlookers with 2' 0' overhang, or 12' plywood overhang. t Attach 'L' braces with 10d C0.128'xa0' nW nails. able Truss ) K For (1) 'L' brace. space nalls at 2' o,c. In 18' end zones and 4' mc. between zones. Diagonal bract optkuv ilEwor (2) 'L' braces. space nails at 3' o.c. vertical length may be T In Ur end zones and 6' o.c. between zones. doubled when diagonal 18' B( 'L' bracing must be a P"nun of BOX of web brace Is used Connect L Iwnber length. diagonal brace for 5250 at each end Max web Brice Gable Vertical Plate Sizes total length Is 14'. 31(ilf Vertical Length No ice 2x6 DF-L 02 or I Less than 4' 0' 2X401betterdiagonalT * Greater than 4' 0', but 3X4 Vertical length shown brncel single 8, less than 11' 6' In table above. or double cut l 1 f14i Greater than IF 6' 4X4 45' (as shown) at L 1 //i+ Refer to con wn truss design for upper and. 1 11711 U U a u peak, splice, and heel plates. S •' Refer to the Building Designer for conditions can,<tmidpoint off verticalgoa at web. Refer to chart dr x abl r+i th .hot addressed by this detal4 WAMO.. READ NO FOLLOW ALL HICIM ON TM WAVDO Z 3111PoTMIUs nsMN TM WAVDIG TD N.J. mrtRWnRS DICUM6 TIE DWA.LE=jf • U. 708 ? REF ASCE7-10-GAB14030 Trusses raPA'w exWme core ti fotletothg, hnrdlehp, shppYhy YetalIkp and b.o rlp Refeato ondi prarow. the wt..t .atbn o SCSI (11.900 component mf. irhforxibn. by TPI ..d ShC/o f wfety , DATE 10/01/14 UNess wted tfiheer.pber, tamp chordau pi ". atarttCriedskuctWsh.nwip and • i wm droll hev. , p.ape,ty attached Locatbre do.n for p.rnsrrnt I.t.ral t DRWG A14030ENC101014 shoief. medrQ ISC Ze'a,o t : ace t "°°ate % SAT O E AIpdm . dhrldv of ITV r e truss 1 Inc. dhow not SI TPI L ll. far devbt c, s w rrw Nr thisVdr" etb'n°' br oef t the true. n an%rhha„e .Ia Nm/TrI L ar for hash, a'e• t •.•'``g MAX. TOT. LD, 60 PSF A wd — tills dras•he or rover pow it. to, thb drasku bxkmt— amptanv o/ proPessbrd ••a..h•••• f': . 13723 Suite 20 verpor, Drive respvhstlltr salaly for tlhe c"t draws ilr Wtalslty oM uo d Vb Aadng (t w 7 guile 200 Oar •ro k t!r respveEOq M tie HiJhO Deslaner pR N61/iPt 1 SerB •. (3/NA tir`yap,` Maryland Heights. MO 63043 For mvv thfo tbn see ties jWs genera( rotes page amd thew web dten w•04/24/2019 MAX. SPACING 24,0' ALPM e..nlpMte.conl TPL e.atpentaral SBCM ew.sbhyhOutry.oram D too-j—fearp tt* CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on n truss design but an alternative web L-ReinforCernenti or reinforcement method Is desired. L-Relnf, Notes, This detail Is only applicable for changing the specified 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 T- or L- Relnf. Scab Relnf. 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 2x6 2-2x401) 2x8 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x6OO 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. CIO Center scab on wide face of web, Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.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 80% of web member length, Scab T-Relnf, L-Relnf. GE SF U d (OIt— N AN ITWCDMRWY 13723 Riverpon Drive MarylanCd Haighls, MO 63003 WM NO FMAOV ALL NO= a TIDS M VDG es»pplTAgir f 111101 R THUS atAVM To ALL m TRAOM DOM= TIE D1V&t'i • Troves —qA esb na core h fobrlcatku ha dhp, keta and Ref to wwa falls. the tat.st eitlan of SCSI Cease Cvrpare.t Safety °` or.ata."`'gy TPI and MA) r .arety; pactlue prior to perfarwhp thew f—Alo— Lutallars ddl provli tnparary brocYq Uiers noted otlrreW tap chord .hall have properly attached strut " Arat/ih and e shall hew a property attached rldd c•lkia Locative dwn for per—t Lateral eeb0 s/aa h.w hstalled per SCSI sect6na 33, S7 or SIO, os =.k Apply plate to Im; of from and podg6 a..In.. above ..d on the .lobe Ato.., vlesan atler.lsr. wf.r to dra.Yps l6 WZ fporrsstpvrdord plot. C-VorwntsCp oddtk.— vey eQ this ayPwLreto bid 1 cm/ar i withshallhMm/TVI or hananp,~a A wdon Cib dobrackV of or over listYO tfb rtvsYY Indicates acupto.ca of P'ofesabW f•e' sYfor d The Y °^d °f • i. aws'° n.,lve p A16I/IPI I se`a for wore ornatian a thts J.W. Wnvral rafts ppooppee .rd tles. ..b eiteo AIPDE. wsdpkrltsmu TPL —tpkwt wv SSa1r ew.sbddntry.mv ICD—Aaafe"V y e + 5 O. ! OB S AT O % 46 i ; / •Q a• ` V(-p a 0......•••a ` V t Alrr,n Gil/_4/201 A` illl v' ' TC LL PSF L PSF BC DL PSF BC LL PSF TOT, LD, PSF REF CLR Subst. DATE 10/O1/14 DRWG BRCLBSUB1014 DUR, FAC. SPACING Commentary: Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages, Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Deflection and Camber L = Span of Truss (Inches) D = Depth of Truss at Deflectlon Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' In roof rudelines at the transition from the gable to adjacent clear span trusses In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber Is dependent on the truss type, span, loading, application, etceteras, More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditlons or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflectlon from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + 1,5 x Design Dead Load Deflection) Note, The acwt h{ QLd load may be considerably less thanthe _ 4n a"tYnad. WARIhDf30- RUM NR FRUN All hh U ON D101 WAVMTNII FT/D N Tt hxAVDhi; To ALL mRRACTM D4XWD6 TW DRFMlERt+ler Trras.s regA. e,rtrenr care In fabrkatli,& MMYIp, ~%, Y rtollFV and RO -b aWoethelatesteditionofWU A&V Carpona Safety by TPI vd SyW Apprraacticesprbrtop.Marrip thl . fsctlona Imtagars sldl Uiess rated otherwise, tap chard shall how properly attached structlsnl rheato shag have a properly attached ceLLrD Location slam For pernvant lateral shag have hstollad per secthons LT, n or MO. as opp11copl. 11pp1yy plates to O of t,.a. apardop oapltbn as aha.n above .rd on the .horN D.tob, vie notd ourreM. a Rehr to drasYlps IbW-Z far st ward pbt. P.Wtl . AtpYe, a dvM- o/ ITV p Coporwfb C= Inc. shall not b r'•R•rWe For ory d•vbt}I AN IiwoDkq% Y ties traehp, ' fow. w eJd the trnrs h canforwnc. du Nm1TPI L or far hanu.p, snp Yet.Ratlm h. trod& o1 irvsus. er A saeer,i panrt Ms Oe•rl0 ar tvvr DsitiO ub dr'a•e0 kr>bt.s araptmaa o1 proi•smrd Suits Riverporl Drive Far- srp. stnC/vvi b L M — DRN e y and m o cZ basthpSuite Ri — Desk Per Awad I f V Maryland Heighle, MO 63043 For nor• Mornatlon ses this Job's garteral no4s ppaapg.e and these ab dtea ALPDQ — AlpeehteAmm TPp •s..tpbnt—W SBCN eea.ebmfdustry.argl ICP eeeJ ahsg h GE SF 1 •.., o. T08 1 i S AT O A. F DEFLEC/CAME TE 10/01/14 WG DEFLCAMB1014 T' ReinforcrngMembe Gable Truss Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of Lapped plates to span the web, e 2* 2X4 2XB rrovioe connecTrons ror upltrx speclrtea on Tne englneerea Truss aeslgn. Attach each 'T' reinforcing member with End Driven Nails' IOd Common (0.148'x 3.',nln) Nags at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled NQllsr 10d Common (0.148'x3',min) Toenails 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 Detall Drawings A13015051014, A12015051014, A11015051014, AID015051014, A14015051014, A13030051014, A12030051014, A11030051014, A1003D051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC1D0118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A1153CENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, S18015ENC100118, S20015ENC100118, S20015ENDIWII 11121112. S11530ENC100118, S12030ENC100118, S14030ENC1 1001 8'fit S18030ENC100118, S20030ENC100118, S20030 01 Q e10 See appropriate Alpine gable detail for no xlf iR elilflYw eA T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-na0. - Dr - M 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 Example' ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c, SP N3 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. Misr. Size T' Increase 2x4 30 Y. 2x6 20 Y. T fro Au a n sMD411 3 U. f Vo l _ REF LET -IN VERT d AN IIINODMII NY 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Trusses reputre extreme care h Pabrlosthe, Mrdne, f , hs*Al aM bractrp Re fallow the latest edtlon of BCSI oAadhp Caporrnt Sa.etyLriarmatlm, 6y 7 I °rd SBGJ P pprwocctic.s prior to periorrrYp the- functions. Irotoaers slnU provide to w UNess noted oYreredse, top chard shall have properly attached etrucMW shea ° • . shoU haw a properly ottadvd X or Lomtbro shorn Por perworrnt lateral resfr°Yrt fV ys shall have brocctrtrpp hsstalled per 8CS7 sect6ru 3, i7 or 11D. os ooppppll I oble. Apply plates to Fd of truss and poslt16 as shown above and an ifre Joint Details, views roted o#rrwlse. DReferto dv I60A-2 4ar stondord plaq posflbns. Alp', o t, Vy CA ITV Addho Corpammts Gran Inc shnU rot be resparomle Pr on devkthisuationp, br in0. nG of to ssmis. trw h confarmana. dth AMwTP` L or for handirp h>A a rp t/iss cis vp or r Ibrllp *6 *,s xRcates acceplorxa o/ profes rrl 7r . sirrctre.t b 1X.s rr.apar elq Be I;V=yAlNair lr For rare hformatlon see this job's general rotes ppo¢ppee and these web sites' M.PM wws.olpYrftwcaml TPL eww.tphst.ary SBCA, wee.sbcYdustryarer ICo ww .1-fe.ore SAT O 1 i Qr i L,` Lt a • `v C ees.• ee., •a•• e' `'r. s+s, w\ 1p q `• Ci .24/2019 MAX. TOT. LD. 60 PSF DATE O1/02/2018 D R W G G B L L E T I N 0116 DUR. FAC, ANY MAX. SPACING 24A' T' RelnforchgMembor Gable Truss Gable Detail For Let -in Verticals Plate Sizes ppropriate 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 lapped plates to span the web. 1, 2X4 2X4 *2X8 rrovioe connections ror upurT specirwo on Tne engmeerea Truss assign. Attach each 'T' reinforcing member with End Driven Noils 10d Common (0,148'x 3.',min) Nails at 4' c.c. plus 4) nails In the top and bottom chords. Toenalled Nails- 10d Common (0,148'x3',min) Toenails 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, AI2015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, 518015ENC100815, 520015ENC100815, S20015END10064IVt 1 15, 511530ENC100815, 512030ENC100815, S14030ENC 03 1 4 S18030ENC100815, S20030ENC100815, S20030 00$ O Q.E.D1 See appropriate Alpine gable detail for maxlf Jpi•Qtt2e;tp T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nal - Or - End-nal 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. Web Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1J)0 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30y. = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Misr, Size T' Increase 2x4 30 Y. 2x6 20 Y. mFrnr RRUM T=°' NOWAVMaM N-L CO TMON DCUTK DWMIERSE U. Uo l z REF LET -IN VERT Trusses requM rxtr cent h fabrl[athg, MMmp, s pptr p, hstnUhp and bro p foac. tn. latest eattbn w BCsI dhp co.pantnt Sofety L.ianwtbn, by T. nd SSG) f DATE 10/01/14 tbe. Prb to perfar+.trp tMwe functl,nr. Inst,LLere rlx.g provlds :.mPorary brand V. naffed attwrelse, top awrd .,,u ha.. PraPeHY ,ttaa.a ,t,.. 1 . twn SAT Owhophave , Prawny ,named r1pld u: h tamtk- .ho far permanent tater,l ..stroht DRWG GBLLETIN1014 staa tnvt bnadr p hstaUM per M pct6ns 23, 117 or Dla as isle. AWy plates to Lr a of truss poslt16 as fw s above and an the loht Detab, not d attrr+tse. •. , ,• Refer to dra. I6011-Z far standard Plat. Pam rt 1AlpYr, a dAsbn of ITV M Components Inc d„U not bm respanaAl0 far on drvb •. MI1i1N00IMPAW this drawhg, aq fal to the inss h canform,rce .kh NISI/TPI L or far h.W •• •.....••• e• `a ` h.t"atien. bracing of true; G`/ MAX, TOT. LD, 60 PSF ApYswedrtr"p tw Ove Vr l trt trp n'`'°,..w`'ot,bu`"H ° a•"v' w tw &. tr sll 0 d/24/2019 DUR, FAC, ANY Suite Riverpon Drive Ian•' orq wbrcp T 01 Tine B dhO DwsW tx r AMSI/TPI 1 Sec2. Suite 200 Maryland Heights, M063043 For mans Morwntlon srr tints; Job's perrral notesppaa00tt nrd tfxesr eeb sttrs MAX. SPACING 24,U' ALPMe.e,,lphettr.cm TPb . tphstorgl SBCA, www.sbcYxMtry.argl B:O w.Wccsafe.orp N TEi Details 1 2) 10d COMMON (0.146'x3.0') OR BOX/GUN (0128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3A') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. STR NGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3A') NAILS IN 2 ROWS AT SCAR 6. O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR NGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONG( 3)10dBACKCOM TO OWEBV/ (3> lOd COMMON 0146'x3') NAILS OR 4) 10d Box/GUN O 28'x3.0') NAILS O GBACK BRIDGING REQU REMENT None re ulredI1rotOltrenter of2rmsaattail, va rms at V or- 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 a • J i 1 p Mrn(r uurk,rr r l ATTABCOHTO I1. i E S STR NGBACK BRIDGING ATTACHMENT ALTERNATIVES;' F •••% YHARIMam lsno No nXIM ALL rmcz M TIM nuvm t TlJff iURIM THU ap,,WM M ILL r"r;T= DOJIDDG T1E DRfYIn i . U. 708 z TC ILL PSF REF STR NGBACK Trines repFe extrfne cfI'f ti Iabrlcatlrp, handlerU, sf pYp, MtsLLhp and bro p xN to vW fpevawcq the lat.et edltlan of WE v CarwanfM safety norrwtlon, by TP1 ord >UfCN v .affty L PSF DATE 10/01/14 UAras`fnteoth-trims• ttopwfopdell he ''p. oMr<y .".ch d .t°r011elfWhes r'`°re d ' BC DL PSF DRWG STRBRIBRIO14 eeshnUrowaproperlyottadwdrlddcoLloLocatiomalwenforpe—ta—M latwol aabs ff11177111 1 fn.0 row o p evtollfd pfr 1GSI sact6ro 39. A or 1t0, u opp1kW: hpplY platfa to Ioo d 1. o Il---. a. trw and podtlm a: ahwn above p or the .bht Dft•ts, viess notfd atlwr.be. S AT O % ' BC ILL PSF ILr ftf r to ar. 16"-z far rtonderd plat. posltbru. 0Q • : Lt Alpha, a dWlam of Iry Dudip Conparwnts r Ino dwU not be re,panbl. fw or dfaatfpl • / fit' (` TOT. LDS PSF ANRW0AM7ANY ". draeap any fasu e to thf tr.ss h arnonce with AI41/TP1 L or for •. ^ ' . hetaUatrun 6 bro of trvsffs. ••• f• A steal m thtf dr.AV or mwr Usthp thb dro ko, hdmtes otcsptvea of pro/fs•bW / ...,,. e•• 13723 Riverpon Drive '" "' y ti ,P a. TM = and 'w' °f wa 'Oea'o 1SS` NG DUR, FAC, 1,00 Suite 200 Ov' A.,. L sfct Suite 2 tl Heights, M063043 Far Wore hPornatJon see ebb Job's prn.rw rotes pa e oM toast .eb stav " O a/24/2019 SPACING wALDDr, eee,dpMfte.cae TPL eee.tphstary S1CM feei0Odl.itry.P01 ICO eedccsofe to Its J