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Home My WebLink About2892 Gipper Cir (a) 18-2558; SFHTr 7-/51'DC, I ,5- FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 6- Documented Construction Value: S <z " J Job Address: 2 G2-- Gkeew, c Historic District: Yes NoFv Parcel ID:--22-20-30-520-0000- 0 t 15 O Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone:407-865-8208 Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Resident of property? : Contractor Information Street: 213 Majestic Eagle Drive 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 13 O Fax: E-mail: admin@montaconsulting.com r__ Mortgage Lender: M Address: ff) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR UN1 PROVE MENTS 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 inof ect as of that date: 61h Edition (2017) Florida Building Code N Revised: January I. 2018 Permit Application ( 1 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 many=ement 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 fiLured 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 com lance with all applicable laws regulating construction and zoning. Si attire of 0&r/.4ecnt Date nature of, acn, Date Print 0\vncriA_cnt - amc Print Signature d.Vota(y-Staff MriN / Date SignattNCo(Notarv-S p{y §f Florida / Date Lh 1 Y LEE WIGGERS1 Y LEE WIGGERS otary Public - State of Florida ;1.4'; - otary.Public - Stale of FloridaCommission # GG 181813Commission # GG 161813 My Comm. Expires Nov 20,2021 My Comm. ExpiresNov 20, 202Owner/A DtA4"Fo e or Cont ciybi')r`entBjWedlh..9h t : own to Me or Produced ID Type of ID Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical Mechanical PlumbIn z Construction Type: *4& Occupancy Use: 23 Total Sq Ft of Bldg: 2 $ L_1-1 i Min. Occupancy Load: New Construction: Electric - # of Amps 1.J Fire Sprinkler Permit: Yes No ?' # of Heads APPROVALS: ZONING: 6.26.201 UTILITIES: COMMENTS: ENGINEERING.-yATC. Co-14-IS FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. / s to SG. G30 Gas[] Roof Flood Zone: X- 6 tC of Stories: 2- 47T404 CEP Plumbing - # of Fixtures 1 1n Fire Alarm Permit: Yes No WASTE WATER: BUILDING: T S•1' (9 Revised: Januan I. 2018 Permit Application CITY OF SkNF0X%_1_; FIRE DEPf:RthliENT S Building & Fire Prevention Division PERMIT APPLICATION Application No:- Documented Construction Value: $ Job Address: 2 Gkpee2, c,acLc Historic District: YesF-]No Parcel ID: 22-20-30-520-0000- (D t (j 0 Residential Commercial Type of Work: New Addition Alteration 11 Repair Demo Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone:407-865-8208 Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Resident of property? : Contractor Information Street: 213 Majestic Eagle Drive 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 Fax: City, St, Zip: Lake Mary, Fl, 32746 Bonding Company: Address: 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'. n effect as of that date: 6'h Edition (2017) Florida Building Code Revised: January I,2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be foundrin 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 com fiance with all applicable laws regulating construction and zoning. k9ielSature of O r/Agent Date ignature of o ractor/Agent Date Print Signature "ota{y-Statcdft1bri' of / Date Owner/ THY LEE WIGGERS otary Public — Stale of Florlds Commission # GG 161813 My Camm. Expires Nov 20, 2021 Print Notary-StAtymfFlorida / Date Jr;_•.. &R7;Y LEE WIGGERS s'. : otary. Public — Stale of Florida Commission # GG 161813 0OX `t ;` My Comm. Expires Nov 20, 2021 or Con cf(11`/I eniss BamrotgnF t1 ai own to Me or 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: ,d 4-2 •/g WASTE WATER: FIRE: BUILDING: Revised: lunuary I. 2018 Permit Application CITY OF SJ NFORD 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: 2892 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0150 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 E The parcel is not in the: 0 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# 18-2558 Reviewed by: Michael Cash, CFM Date: June 14, 2018 S 1 SANFORD 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 Kmwwh,r:below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig 1. Project Location/Address: . 9)—( 2 En y5Y U'2C-C)E2. Proposed Activity: 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 CnNner Signature: Address: 21'3'Majes agle Homes Phone: (407) 865-8208 Fax: Print Name: Casey Dare 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the. Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or 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 ad and uncle stand/t he above statement and by signing this application I agree to its terms. Signature: / Date: 1 I L/ 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: Engineering Date: Site Inspected by: Special Permit Conditions: Date: November 2015 nv — urrvn Y.pui LIMITED PONVER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, O-iedo, Sanford, Seminole County, NVinter Springs Date: I hereby name and appoint. to be my la\vful artortnev-in-fact to act for me to apply for, receipt for. signs for and do ail thins necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. zi The specific permit and application for N ork located at: 2 a 2 G--Nwpe2_ CAec z- IStrcet Addressi Expiration Date For This Limited Power Of :attorney: 1 2 Z 1/ 2 O 2S License Holder Name: State License Number: Sitjnatut• e of License H ST,", TE OF FLORIDA COUNTY OFCj y-Aj -iC Lr U The forevoino ins irnent was acknovviedged before me thiS day of 0 by _, J rho is me/ or v ho has produced \ as identification and who did: did notlllkeJan oa Notary Seal) nature Print or Type Name N,,) L-,i-v Public — State of Comn; ission Number Iv Commission Expires: RACHEL BLACKWELL Nota Pebiic - State of Fio6da h Commission it GG 166876 y i Iviy Comm. Exoires Jan f" 2022 5onded a+rouph Madera- NcraN Assn. REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Lonc wood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#: Project Address: Electrical Permit #: In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . 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 tenninate 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 Pam, 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. 3. The building or structure shall be weather tight and secure. The clectrical 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 A.HJ 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 'rn Name of w er/Tenant Ignatt r f Owner/Tenant 1 ignature of Nd6ryl Public JURISDICTION EMPLOYEE NANIE: JURISDICTION: Casey Dare Pr N Of General Contr. tr hire of enera1 Contr. NOTIFIED: Progress Energy Florida Power & Light James J. ALanier Pr4'nt Name Of Elect.Contr. f Slgnature of :Electrical Contr.. CHAD W COWDERYwake`: MY COMMISSION # FF985918 EXPIRES April 25. 2020 No Ic S ea I or S t amp Oil 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 Larry Buffington Casey Dare John Woods Austin Lewis Burchfield ral Counsel Atlanta # Austin 6 Charleston # Charlorte Chicago # Dallas/Ft.Worth 4 Denver • Greater Hilton Head Houston 0 Indianapolis 0 Jacksonville 4 \Minneapolis/St. Paul 4 Nashville 4 Orlando Panama City • Phoenix Raleigh 4 Salt Lake Cite San Antonio # Sarasota 4 Tampa # Wilmington Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL Inst #2018091167 Book:9186 Page:1900; (1 PAGES) RCD: 8/13/2018 7:35:01 AM REC FEE $10.00 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18445 RECORDING INFORMATION ABOVE THIS LINE Permit Number: STATE OF FLORIDA COUNTY OF ORANGE NOTICE OF COMMENCEMENT Tax Folio Number: 22-20-30-520-0000-0150 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 15, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2892 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AH I'ER THF: EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Del company By: - John Kingman I e! g, as STATE OF FLORIDA COUNTY OF ORANGE limited liability Agent I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oatlis in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaw invited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HE B FURT R,'CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execu ' n of he for om instrument because: , I rsonally know him/her/them OR _ I have satisfactory evidence of same based upo a : Flom a ver's license or _ Ot entifica[ion: WITNESS my It daft ffici s - in the State and County oresaid this 31st day of July, 2018. Signature c SANDRAGREER R SEAL INIMEoIMILY BELOW) Commission t; GG 123703 Expires September 8, 2021 FOv F o Borded Tluu Budget Notary Semis 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: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i '" C.Z("`S"aa PL U NIBIivG e_ P Fi TI 4ifi ta#l `4f: Al Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final eeMECHANALPERMITEL..._ s Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl5ReaganPointe7512AS Builder Name: David Weekley Homes Street: 2892 Gipper Circle Permit Office: G\'C CSC sFiti l City, State, Zip: Sanford , FL , 32773 Owner: Ow E c(.E Hp eS Owner: v r Permit Number - Jurisdiction: 6610 0 8 - 2 5 5 BUi O/t, 8G' Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2896.7 sqft.) Insulatio Ay/ 4r, a% 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 b. Concrete Block - Int Insul, Exterior R=7.0 1036.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 438.67 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1454.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1410.00 ft' 6. Conditioned Floor area above grade (ft') 2313 b. Under Attic (Vented) R=19.0 44.00 ft' Conditioned Floor area below grade (ft') 0 c. 11. Duuctct s R= ft' R ft' 7. Windows(320.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 462.6 a. U-Factor: Dbl, U=0.34 320.11 ftZ SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency a. Central Unit 40.0 SEER:14.00 SHGC: c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.947 ft. Area Weighted Average SHGC: 0.300 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 ftZ b. Conservation features b. Floor Over Other Space R=0.0 903.00 ftZ None c. other (see details) R= 408.00 ft' 15. Credits Pstat Glass/ Floor Area: 0.138 Total Proposed Modified Loads: 71.03 PASS Total Baseline Loads: 72.64 I hereby certify that the plans and specifications covered by Review of the plans and O CKE ST,gl, this calculation are in compliance with the Florida Energy specifications covered by this indicates Code. calculation compliance,17' withtheFloridaEnergyCode. PREPARED BY: cJ`i Before construction is completed w DATE: 5/24/1A this building will be inspected for compliance with Section 553.908 0 - y I hereby certify that this buildbg,a esi ned, is in compliance Florida Statutes.with COO theFloridaEnergyCodWE OWNER/ AGENT: 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 7.00 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. 5/ 24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lotl5ReaganPointe7512AS Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2313 Lot # 15 Owner Name: Total Stories: 2 Block/Subdivision: Regan Point of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2892 Gipper 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 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 2313 21048.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1002 9118.2 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1311 11930.1 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 ftz 19 0.1 0 0.9 2 Slab -On -Grade Edge Insulatio 1st Floor 111 ft 0 1002 ftz 0.3 0 0.7 3 Floor Over Other Space 2nd Floor ____ ____ 903 ftz 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1577 ft= 354 ft2 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 1410 ftZ N N 5/24/2018 10:35 AM 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 Under Attic (Vented) 2nd Floor 38 Blown 1410 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 19 Batt 44 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below e% 1 SW Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft2 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 13 6 9 4 126.0 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 18 6 9 4 172.7 ft2 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft2 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1st Floor 7 49 0 9 4 457.3 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 30 0 9 4 280.0 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st 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 SE Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 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 2 SW 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 3 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 16.0 ft2 1 ft 4 in 1 ft 3 in None None 4 SE 3 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 5 SE 3 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 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 7 SE 4 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 7 ft 8 in 0 ft 10 in Drapes/blinds Exterior 5 8 NE 5 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 9 NE 6 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 12 ft 8 in None None 10 NW 7 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 11 NW 7 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 12 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 85.3 ft2 1 ft 4 in 1 ft 10 in None None 13 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 17.8 ft2 1 ft 4 in 1 ft 10 in None None 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 9:r1RAA QanC;_7nl7 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 408 ft' 408 ft' 47 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000405 2455.6 134.81 253.53 .3638 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 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 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Feb Mar IMarAprAr Ma X Jun May Jun Jul jXjJul Au XjAuSeP X Se Oct Oct Nov Nov HDec Dec Ventin Jan Feb X]] Mar X] Apr May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 61 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/ 24/2018 10:35 AM 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* = 98 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 (ft2 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: 2892 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=19.0 1422.00 ftzSingle-family b. Concrete Block - Int Insul, Exterior R=7.0 1036.00 ft 1 c. Frame - Wood, Adjacent R=13.0 438.67 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1410.00 ft2 2313 b. Under Attic (Vented) R=19.0 44.00 ft2 c. N/A R= ft2 Area 11. Ducts R ft2 320.11Area ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 462.6 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 40.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft2 13. Heating systems a. Electric Heat Pump 1.947 ft. 0.300 Area 14. Hot water systems 1002.00 ft2 a. Electric 903.00 ft2 b. Conservation features 408.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the abov ner Ong features which will be installed (or exceeded) in this home before final ins the ise, a new EPL Display Card will be completed hasari nn in-,tallar1 rnria CO pliant a ure Builder Signature: Address of New Home Date: 2 C..Nr1 ppntZ_CIeaC City/FL Zip: 32_12+13 kBtu/hr Efficiency 41.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat y0, ST9T Y c N'c'-0t)-V Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 SiDEL-AIR Manual S Compliance Report RUM • AM CCMRWM 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 2892 Gipper Circle, Sanford, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 29137 Btuh Outdoor design WB: 75.2°F Latent gain: 5699 Btuh Indoor design DB: 75.0°F Total gain: 34837 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: 31816 Btuh 1090/. of load Latent capacity: 7034 Btuh 123% of load Total capacity: 38850 Btuh 1120/. of load SHR: 820/. Heating Equipment Design Conditions Outdoor design DB: 40.90F Heat loss: 27070 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37682 Btuh 1390/. of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Job: LoMReaganPointe7512... Date: 5/24/1 S By: JA Entering coil DB: 77.9°F Entering coil WB: 64.1°F Entering coil DB: 67.8°F Capacity balance: 31 OF Economic balance: -99 OF Wri_ghtsoft' 2018-May-2410:32:39 I. .. •. — Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House (aces: SE DEL --AIR Component Constructions Job: Lot15ReaganPointe7512... P Date: 5/24/18 HVff=-AMC06 Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 290N Outdoor: Heating Cooling Dry bulb (OF) 41 93 Daily range (OF) - 17 ( M) Wet bulb (OF) - 75 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 29 30 2.5 Simplified Average 0 Cooling 75 18 50 38.7 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain fl' Btuh/fl'-°F fR-°FBfuh BtuhM Btu BtuhM Btu Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 421 0.068 19.0 1.98 833 1.49 628 fnsh, 2"x6" wood frm, 16" o.c. stud se 215 0.068 19.0 1.98 425 1.49 321 sw 389 0.068 19.0 1.98 771 1.49 581 nw 234 0.068 19.0 1.98 464 1.49 350 all 1260 0.068 19.0 1.98 2493 1.49 1880 13A-5ocs: Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum ne 433 0.125 5.0 3.64 1576 2.48 1075 board int fnsh se 117 0.125 5.0 3.64 427 2.48 291 sw 126 0.125 5.0 3.64 458 2.48 313 nw 177 0.125 5.0 3.64 643 2.48 438 all 853 0.125 5.0 3.64 3104 2.48 2117 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" ne 44 0.049 19.0 1.43 63 2.67 118 gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 421 0.091 13.0 2.65 1114 1.47 618 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 20 0.340 0 9.89 198 22.5 449 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft se 16 0.340 0 9.89 158 20.3 324 overhang (4 ft window ht, 1.25 ft sep.); 6.67 ft head ht sw 20 0.340 0 9.89 198 20.3 405 nw 20 0.340 0 9.89 198 22.5 449 all 76 0.340 0 9.89 752 21.4 1628 26-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 24 0.340 0 9.89 237 26.5 636 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 12.67 It 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 8 0.340 0 9.89 79 23.2 185 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 It window ht, 3.5 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, se 31 0.340 0 9.89 307 23.2 719 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 It overhang (5.17 ft window ht, 4.08 ft sep.); 6.67 ft head ht wrightsaft" Right RSU24011 2018-May-24 10:32:39 w• • o .- -Suite® Universal 2018 18.0.13 Page 1 SReaganPoinle7512AS\Lotl5ReaganPoinle7512AS.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 31 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 7.67 It overhang (5.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, nw 16 0.340 1.25 ft sep.); 6.67 ft head ht all 31 0.340 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1.25 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 18 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (6.7 ft window ht, 1.83 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 85 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (8 ft window ht, 1.83 ft sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type se 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 19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 115 0.049 cav ins, tight crwl ovr, r-11 wall insul 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 293 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 111 0.989 wrilghtsoft" l\ .. .«.. :. Right -Suite® Universal 2018 18.0.13 RSU24011 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House faces: SE 0 9.89 309 10.6 331 0 9.89 154 24.5 382 0 9.89 154 26.5 414 0 9.89 309 25.5 795 0 9.89 158 23.7 379 0 9.89 177 18.6 332 0 9.89 844 18.6 1584 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 30.0 0.49 57 0.31 35 19.0 1.45 427 0.73 213 0 28.8 3195 0 0 2018-May-24 10:32:39 Page 2 Project Summary Job: Lot/SReaganPointe7512 RDEL-AIR 7... Date: 5/24/18 HEIT t -AMCoMM= Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Proied Information For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Notes: LS by CA on 04.24.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Structure 20000 Btuh Ducts 5122 Btuh Central vent (61 cfm) 1949 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 27070 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area (ft2 231g 2313 Volume (ft3) 22128 22128 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 151 77 Heating Equipment Summary Make Carrier Trade Model CH14NB0420000A0 AHRI ref 9162578 Sensible Cooling Equipment Load Sizing Structure 19978 Btuh Ducts 7954 Btuh Central vent (61 cfm) 1205 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 29137 Btuh Latent Cooling Equipment Load Sizing Structure 2835 Btuh Ducts 1262 Btuh Central vent (61 cfm) 1603 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load (Sen+Lat) 34837 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Carrier Trade 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 0.053 cfm/Btuh Air flow factor 0.048 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 = 31 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr-ightsoft— 2018-May-24 10:32:39 4. —.•- Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 5ReaganPointe7512AS\Lotl5ReaganPoinle7512AS.rup Calc = MJ8 House (aces: SE 1 DEL -AIR Right-M 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: Lotl 5Reagan Pointe7512AS Date: 5/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 269.0 ft 9.1 ft 2421.8 ft2 Family 51.0 ft 9.3 ft heat/cool 1.0 x 362.5 ft 362.5 f12 Ty Construction number U-value Btulvft2-°F) Or HTM Btutdit2) Area (ft 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 11 441- 20 457 24 44 270 16 8 31 173 31 441 16 20 16 126 270 16 20 280 18 85 439 18 1415. 115 293 1007 421 0 433 0 44 215 7 0 0 833 198 1576 237 63 425 158 79 307 628 449 1075 636 321 324 185 719 0 0 yVf/l L _ W 12E-Osw 2A_2oY - 13A-5ocs 2B-2fv 166-19ad 0.068 0: 340 0. 125 0. 340 0, 049 0. 068 0. 340 0. 340 0. 340 ne ne.- ne ne ne se se se se 1. 98 9 89 3. 64 9. 89 1 431. 98 9. 89 9. 89 9. 89 3. 64 9. 89 1. 98 9. 89 9. 89 9. 89 3, 64 1. 98 9. 89 9_ 89 3. 64 9. 89 9 891. 49 22. 45 248 26. 51 2 871. 49 20. 27 23. 18 23. 18 2. 48 10. 59 1. 49 24. 47 20. 27 23. 69 2, 48 1. 49 26. 51 22_ 45 2. 48 18. 56 18 56 0 0 145 0 0 0 0 0 0 0- 0 0. 359 0 145 0 0 0 0 0 526 0 G 12E- Osw 2A- 2ov 2A- 2ov 2A- 2ov 13A- 5ocs -- 2A- 2ov 11. D0.___--_-0.390_se._11.35-_12.11-___---24_.-_-._24_--272_----291_--- 12E- 0sw 2A- 2ov 2A- 2ov 2B- 2fv 13A= 5ocs 12E- Osw 2A- 2ov 2A_ 2ov 13A- 5ocs 10C- v 1_ OC-v 0 0 0 0 0 0 0 0 D 0. 125 0. 340 0. 068 0. 340 0. 340 0. 340 0. 1.25 0. 068 0. 340 0. 340 0. 125 0. 340 0 340 0. 091 0. 390 0. 026 0. Q50 0, 989 se se sw sw sw sw sw nw nw rlvv nw nw nw 117 62 389 6 9 7 126 234 0 0 177 0 0 421 18 115 427 309 771 154 198 158 458 464 154 198 643 177 844 1114 203 57 427 3195 291 331 581 382 405 379 313 350 414 449 438 332 1584 618 216 2007 213.___ 0 0 0 Q- 0___0 0 0 0 0 51. 0 0 0 280 18 85 0 0 0 0 0 0 0 0 0 0 jD 0 0 0 0 0 0 0 0 W GG j f- G G 51 0 0 187 0 0 0 643 177 844 247 0 127 0 0 0 0177 0 0 438 332 1584 137 0 12C- Osw 11 DO 16B_ 38ad 19C^ 19cscp 20P 19t _ 22A _ tpl n 2. 65 11. 35 0. 76 1. 47 12. 11 1.. 42 Q73. 0_ 00 93 0 0 93 0 C _ F F _ F 0 0 0 45 28. 78 293 111 0 363 0 0 0 51 1468 0 6 c) AED excursion 1 443 1344 Envelope loss/gain 15169 14528 4091 3321 12 a) Infiltration b) Room ventilation 4830 0 1530 0 919 0 291 0 13 Intemal gains: Occupants @ 230 Appliances/ other 4 920 3000 3 690 600 Subtotal ( lines 6 to 13) 20000 19978 5010 4902 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 40% 0 0 0 20000 5122 0 0 0 19978 7954 15 % F_ 5762 15% 1 0 0 0 5010 752 0 0 0 4902 735 Total room load Air required (cfm) 25121 1333 27932 1333 306 5638 269 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L soft- 2018-May-24 10:32:39 4C A _...,-°-^ Right - Suite® Universal 2018 18.0.13 RSU24011 Page 1 5ReaganPointe7512AS\ Lotl5ReaganPointe7512AS.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-JO Worksheet 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: Lot 15ReaganPoi nte7512AS Date: 5/24/18 By: JA 1 Room name Kitchen Study 2 3 Exposed wall Room height 30. 5 ft 9. 3 t1 heat/cool 25. 5 ft 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 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuh/ftz °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 VN 12E-0sw 2A- 2ov 0. 068 0. 340 0. 125 ne ne. ne 1. 98 9.: 89. 3. 64 1. 49 22, 45 2. 48 0 0 205 0 0 181 0 0 659 0 0 0390 0 0 266 0 0 450 0 0 107 0 0 107 Y13A- 5ocs 2B- 2fv -- 0.340 0. 049 ne - ne - 9. 89 i . 43 26. 51 2. 67 24 0 0 0 237 636 0 0 A. 0 0 0 V 12E-Osw 2A- 2ov 2A- 2ov 0. 340 0.340 0. 340 se se se 9. 89 9.89 9. 89 20. 27 0'27 23. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov -- 13A- 5ocs 0. 340--se- 0. 125 se 9. 89 3. 64 23` 18 2. 48 0 56 0____ 32 3 116 0 79 0 117 0 85 0 311 0 212 2A- 2ov 11 DO - _ -- - -_ 12E- Osw 0. 340 390 0. 068 se se_ sw 9. 89 11. 35 1. 98 10. 59 12. 11 1. 49 0 24 0 0 24 0 0 272 0 0 291. 0 31 0 0 31 0____ 0 309 Q 0 331 0. 0 D W I-- G 2A-2ov 2A- 2ov 0. 340 0. 340 sw sw 9. 89 9. 89 24. 47 20. 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I? G W 2B- 2fv 13A- 5os 0. 340-sw 0. 25w_-_ 9. 89 6 23. 69 28 0- 3 0--- 23 0--- 5 0-- 5 0-- 14 0--- 14 0------ 0 51 35 12E- 0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A- 2ov 2_ _ ov------- --- 13A- 5ocs 0. 340 0. 340 0. 125 nw nw nw 9. 89 9. 89- 9 -8. 3. 64 26. 51 45 2. 48 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 A 010C- v 10C- v- 0. 340 0. 340 nw, nw. 9. 89 9_ 89 18. 56 18_ 0 0 0 0- 0 0..-- 0 o 0 0 0 0 0 0 0 0. 12C- 0sw 0.091 2.65 1.47 275 257 682 378 0 0 0 0 q-D 11DO 0.390 11_35 12.11 18 18 203 216 0 0-- 0 0 i 6B-38ad-_ - - 0102E n_ 0. 76 1.42 0 0 0 0. p F 19C-19cscP 0.049 0.49 0.31 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:td---- - 0.989 28,78 0`00 467 31 878 0_ 144 26 734 0 6 c) AED excursion 234 72 Envelope loss/gain 3132 1875 1795 771 12 a) Infiltration 549 174 459 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 3682 3249 2254 917 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3682 3249 2254 917 15 Duct loads 15 % 15 % 552 487 15 % 15% 338 137 Total room load 4234 3736 2592 1054 Air required (cfm) 225 1781 138 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk- 2018-May-24 10:32:39 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 2 5Reagan Pointe7512AS\Lot15ReaganPoinle7512AS.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet Job: LoMReaganPointe7512AS Huff=-=`°'"°`° Entire House Date: 5/24/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Powder 4.0 it 9.3 ft heat/cool 1.0 x 33.5 fl 33.5 ftz Bdrm 2 25.5 It 9.0 ft heat/cool 1.0 x 166.5 it 166.5 ftz Ty Construction number U-value Btuh/ftz °F) Or HTM Btuh/ftz) Area (ft2) or perimeter (ft) Load Btuh) Area (ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12E-Osw 2A:2oy- --- - 13A-5ocs 26-2fv 1613-19ad _ 12E-Osw 2A-2ov 2A-2ov 2A-2ov 13A-5acs 2A-2ov 11D0---- - 12E-0sw 2A-2ov 2A-2ov 2B-2fv 13A,5ocs - -- 12E-Osw 2A-2ov 2A-2ov 13A-5ocs 1OC-v - 1 OC-v_- - - 12C-Osw 11 DO _ _ _ 19G19cscp--- - - 20P_ 19t--- -- -- - 0.068 0.3-40 0.125 0.340 0_049-1je_ 0.068 0.340 0.340 0.340 0.125 0.340 0.390 0. 0.340340 0.340 0.340 0 125 0.068 0.340 0.340 0.125 0.340 0,340 0.091 0.390 0.026 049 0 050 ne ne... ne ne se se se se se se se_ sw sw sw sw sw_ nw nw nw nw nw rnv n 1.98 9,89. 3.64 9.89 1.433 1.98 9.89 9.89 9.89 3.64 9.89 11.:35. 1. 9.8989 9.89 9.89 3. 1.98 9.89 9.89 3.64 9.89 9' 2.65 11.35 076 0.49 1 _4S 28.78--Q_OO-- 1.49 22:45 2.48 26.51 257 1.49 20.27 23.18 23.18 2.48 10.59 12 11, 1.4 24.47 20.27 23.69 2 - 1.49 26.51 22.45 2.48 18.56 8- 1.47 12.11 t,_42 0_31 Q 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 70 0 j 0 34_-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 70 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 136 0 0 0 0 0 0 0 0 0 0 b- 0 0 0 0 0 0 0 0 0 0 0 93 0 0 0 0 0 9 103 0 0 0 O 0 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 20 0 0 Q 0 0 167 Q 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 196 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 0 0 0 yJ W G W - t-- G D W - - - W f q-D F _ F 0 0 0 0 0 0 0 0 0 111 0 0 0 0 0 O, 219 0 198 0 0 0 165 0 449 0 0 0 0 0 236. 0 185 0 0 0 0 115 0 0 167 0 0- 0 0 126 O 6 c) AED excursion 16 157 Envelope loss/gain 436 1791 738 1155 12 a) Infiltration b) Room ventilation 72 0 23 0 443 0 140 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 508 202 1181 1295 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 15% 15% 0 0 0 508 76 0 0 0 202 30 40% 61%1 0 0 0 1181 4711 0 0 0 1295 794 Total room load Air required (cfm) 584 31 233 11 1652 88 2089 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t* wrigF tsoft' 2018-May-2410:32:39 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Cale = MJ8 House faces: SE DEL --AIR Right-M Worksheet M`ommnal `° 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: Lotl5ReaganPointe7512AS Date: 5/24/18 By: JA 1 Room name Bthrm 2 Bdrm 3 2 3 Exposed wall Room height 5.5 ft 9.0 ft heat/cool 11.0 It 9.0 ft heat/cool 4 5 Room dimensions Room area 11.0 x 5.5 It 60.5 ftz 14.5 x 11.0 It 159.5 ft= Ty Construction number U-value BtuWftz °F) Or HTM Btuf ftz) Area (ftq 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 W W, Imo; W 12E-0sw 2A-20v--_ _ -, - 13A-5ocs 2B-2f-v- 16B-19ad - - 12E-Osw 2A-2ov 2A-2ov 0.068 0.340 0.125 0.340 0_049 0. 0.340340 0.340 ne ne ne ne . ne se se se 1.98 9_89 3.64 9.89 1- ` i 1. 9.8989 9.89 1.49 22.45 2.48 26.51 2.67 1. 20.2727 23.18 50 D 0 0 0 0 0 0 50 0 0 0__ o 0 0 0 98 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 99 20 0 0 0 0 0 0 79 0 0 0 0 0 0 0 156 198 0 0 0 0 0 0 118 449. 0 0 0, 0 0 0 2A _2ov - - - 13A-5ocs 0.340 0.125 se se 9_89. 3.64 23.182.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ll-_G D WWW W _ _.. G 2A-2ov 11D0_ _---- 12E-Osw 2A-2ov 2A-2ov 2B_2fv - - 13k5ocs - 12E-Osw 2A-2ov 2A-20v - - 13A-5ocs 0.340 0.390 0.068 0.340 0.340 0.340 0.125 0.068 0.340 0.340 0.125 se se_.. sw sw sw sw sw nw nw nw nw 9.89 1135,_---1-2.11-------Q- 1.98 9.89 9.89 9`89 3.64 1.98 9.89 9.89 3.64 10.59 1.49 24.47 20.27 23_69 2.48 1.49 26.51 45 2.48 0 0 0 0 0 0. 0 0 0 0 0 0- 0 0 0 0- 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0---- 0 0 0 0 0 0 0 0-- 0 0 0-- 0 0 0 0 jD 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 LZ 10C-v 10C Y- 0.340 0 340 nw rnv 9.89 9_89 18.56 j8- 0 Q 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0q_D 11DO 0.390_ 0 026 n 11.35 0. 76 12.11 1 _42 0 51 0 61 0__ 45 0 86 0 16.0 0 160 0 121 0 226 F 19C-19cscl) 0.049 0 0 0 0 0 0, 0 F 2QP-19t 0.050 0.49 1.°45 0.31 0.73 0 0 0 0 0 Q 0 0 F 22Add 9.989_ 28.78- 0_0.0- 0-- 0 0- 0- 0 0----0- 0 6 c) AED excursion 14 38 Envelope loss/gain 144 146 475 756 12 a) Infiltration 96 30 191 61 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) 239 176 666 816 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 239 176 666 816 15 Duct loads 40% 61% 95 108 4U% 61% 265 500 Total room load 335 284 931 1316 Air required (cfm) 18 14 49 63 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed rw wright[solt- 2018-May-2410:32:39 ACC _ Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lotl 5Reagan Pointe7512AS Date: 5/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdrm 3 WIC 7.0 ft 9.0 If heat/cool 6.0 x 7.0 ft 42.0 it' Utility 0 it 9.0 If heat/cool 8.5 x 7.0 ft 59.5 it' Ty Construction number U-value Btuh/Wt *F) Or HTM Btuh/ftz) Area (ftz) or perimeter (ft) Load Btuh) Area (fiz) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yV/l 12E-Osw 2A-2ov- 13A-5ocs 26-2fv 16_819ad 12E- Osw 2A- 2ov 2A- 2ov 13A- 5ocs 2A- 2ov 1100_ _--_ 2A- 2ovw 2A-2ov 2A- 2ov 2B- 2fv _ 12E- 0sw 2A- 2ov 2A- 2ov 13A- 5ocs - 10C- v 0. 068 0, 340 0. 125 0. 340 0_ 049 0. 068 0. 340 0. 340 0. 340 0. 125 0. 340 0. 390-se_ 0. 340 0.340 0. 340 0. 340 0, 125 0. 068 0. 340 0. 340 0. 125 0. 340 0. 340 0. 091 0. 390 0: 026 Q- 049 9. 050=_ 0_ 989 se ne- ne ne se se se se se se se sw sw sw sw sw nw, nw rrw nw nw, rnv n 1. 98 9, 89- 3. 64 9. 89 1. 43 1. 98 9. 89 9. 89 9. 89 3. 64 9. 89 11_ 35 1. 89 9.89 9. 89 9. 89 364 1. 98 9. 89 9_ 89 3. 64 9. 89 9_ 89 2. 65 11. 35 0 760. 49 1 45_0.73 28, 78 1. 49 22 45 2. 48 26. 51 2- 67 1. 49 20. 27 23. 18 23. 18 2. 48 10. 59 12. 11 1. 47 24.47 20. 27 23. 69 2. 48-_-, 1. 49 26. 51 22. 45 2. 48 18. 56 18_ 56 1. 47 12. 11 1. 0- 31 00 3 JD 0 0 Q 0 0 0 0 0 0 0-_---- o- 0 0 0 0 0 6 0 0 0 0 0 0 0 42 0 0__ 0_-_ 0 J63 jD 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 42 0 0 125 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G0 0 0-- 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0--__ 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 6 0 0 D. 0 0 0 0 W__ 13A_5ocs C 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 G G L- G 12C- 0sw D 10C- v _ 11 DO _ 166_ 38ad- 19C- 19csco 22A- td -- -- - 0 0 0 0__ 0 0___ 0 0 C F - F_ 60 0 60 60 420 0. 00__- 0- 0 0 0 0_ 0 0 6 c) AED excursion 14 50 Envelope loss/gain 156 1401 45 34 12 a) Infiltration b) Room ventilation 122 0 39 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 600 Subtotal ( lines 6 to 13) 278 178 45 634 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 409/6 61 % 0 0 0 278 ill 0 0 0 178 109 409/6 61 % 0 0 0 45 18 0 0 0 634 389 Total room load Air required (cfm) 1 389 21 287 14 63 3 1023 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1} wrlghtsoTtt` 2018-May-2410:32:39 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 5 5ReaganPointe7512AS\ Lot15ReaganPoint e7512AS.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-M Worksheet AM' MUNT I M ° Entire 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: Lot 1 5Reagan Pointe7512AS Date: 5/24/18 By: JA 1 Room name Mstr Bdrm Mstr WC 2 3 Exposed wall Room height 37.0 ft 9.0 ft heat/cool 0 ft 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 271.3 ft 271.3 ft2 3.5 x 6.5 ft 22.8 ft2 Ty Construction number U-value BtutVtl2 °F) Or HTM Btuh/fiz) 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 VN G W 12E-0sw 2A-2ov-- -- - 13A-5ocs 0.066 0.340 0.125 ne ne . ne 1.98 9:89 3.64 1.49 22,45 2.48 131 0 0 131 0 0 258 o 0 195 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I G W 2B_-2fv_- - 166 19ad 0.340 0_049 ne n-e_ 9.89__,26.51 1.43 2-67 0 0 44 0-- 63 0 11$ 0----0 0 Q 0 Q 0 12E-0sw 2A-2ov 2A-2ov 2A-2ov - -- -- 0.068 0.340 0.340 0-W 0.125 se se se se se 1.98 9.89 9.89 9-89 3.64 1.49 20.27 23.18 23.18 2.48 167 0 8 31 0 128 0 0 0 0 252 0 79 307 0 190 0 185 719 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 4 0 L13A- 5ocs G D U12E- 0sw 2A-2ov 11_DO - - 2A-2ov 2A-2ov 0.340 0.390 0.068 0.340 0.340 se se sw sw sw 9.89 11.35. 1.98 9.89 9.89 10.59 12_11 1.49 24.47 20.27 0 0 36 0 0 0 0 36 0 0 0 0- 71 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A 0 0 0 W. _ 2B-2f y 13A-5ocs- 12E-0sw 0.340 0125 0.068 sw sw. nw 9.89 3.64 1.98 23.69 2.48 1.49 0 0 0 0 0 0 0___ 0 0 0 0 0 0____ 0 0 0 0 0 0 0 0 0 0 0 I-- ( G 2A-2ov 2A_2ov 13A-5ocs - 10C-v 10C_v 0.340 0.340 0.125 0.340 nw nw nw nw nw- 9.89 9.89 3.64 9.89 9.89 26.51 22.45 2.48 18.56 18_56 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0. 0 0 0 12C-0sw 0-340 0.091 2.65 1.47 0 0 0 0 0 0 0 0I-D 11D0 --- - 166_38ad--- 0.390-n_ O Q26 11.35- 0.76 12.11 1.42 0-- 271 0 271. 0-- 205 0 385 0--- 0--- 23 0- 17 0 32 F-- 19C-19csoo. 0._049 0.49 0.31 0 0 0 0 0 20P 19t,- - - - 0:05-0 I. 0 73 0 0 0 0 0 0 0 3 17. F_- _. __ 22A-fol. - - 0.989 28.78 0.9-0 0 0 0 0 0 0 0_- 0 6 c) AED excursion 169 4 Envelope loss/gain 1236 2015 50 45 12 a) Infiltration 728 231 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1 1964 3076 50 45 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1964 3076 50 45 15 Duct loads 40% 61% 782 1886 40% 61% 20 28 Total room load 2747 4962 70 73 Air required (cfm) 146 237 4 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fi.t- wrtgF tsoft- 2018-May-24 10:32:39 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 SReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House faces: SE DEL --AIR Rrnroro • M rxrmrr MM 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: Lot 15ReaganPointe7512AS Date: 5/24/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Mstr Bthrm 23.5 ft 9.0 ft heat/cool 1.0 x 125.8 ft 125.8 ft' Mstr WIC 10.0 ft 9.0 h heat/cool 1.0 x 104.5 If 104.5 ft2 Ty Construction number U-value Btuh/ftZ°F) Or HTM Btuh/ftz) Area (ftz) or perimeter (ft) Load Btuh) Area (ftB or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 yJ G_ W 2.48 26.51 2L 7 1.49 20.27 23.18 23.18 2.48 10.59 12.11._---- 1.49 24.47 20.27 23.69 2.48 1.49 26.51 22.45 2.48 18.56 18_56 1.47 12_11 1,42 0.31 0.73 0.00. 0 0 0 0 104 16 0 0 0 0 0- 108 0 0 16 0 0 0 0 0 0 Q 0 0 J26 0 126 0 0- 0 0____ 0 88 4 0 0 0 0 0--_ 92 0 0 4 0 0 0 0 0- 0 D 0 0 126 0 126 0 0 0 0 0 173 158 0 0 0 0 0___ 182 0 0 158 0 0 0 0__ 0 0 0 0 0 95 0 183 0 0 0 0____ 0 131 324 0 0 0 0 0-- 137 0 0 379 0 0 0___ 0 0 0 0 0 178 0 91 0 12E-Osw --- 2Ar.2ov-- ----- 13A-5ocs 2B-2fv ------ 16121-19ad - - - -- 12E-0sw 2A-20v 2A-2ov 2A-2ov 13A-5ocs -- - - 2A-2ov 11.D0_--___----_0.390-se--_11.35. 12E-0sw 2A-2ov 2A-2ov 2B-2fv 12E-Osw 2A-2ov 2A 2ov -_ _- 13A-5ocs 10C-v 10C-v --- - _ 12C-Osw 11 DO ! - ^ 16.8_38ad 19C_19cscp -_ -i-_- 20P-191.-- - 22A-ld - -- -- 0. 668 0:340 0.125 0_340 0 049 0.068 0.340 0.340 0.340 0.125 0.340 0.068 0.340 0.340 0.340 0125 0.068 0.340 340 0.125 0.340 0_340 ne--- ne.- ne ne- ne se se se se se se sw sw sw sw sw nw nw nw nw nw D 9:89 3.64 9.89, 1°Aq 1.98 9.89 9.89 9.89 3.64 9.89 1.98 9.89 9.89 9.89 3:64. 1.98 9.89 9_89 3.64 9.89 9'89 2.65 i_ 11.35, 0.76. 0.49 1.45 28.78 0 0 0 0 0 0 0 0 0 0 0._-____0---0. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0. 0. 0 0 0 0 0 0 0 0 0 178 0 0 0 0 0 0 0 0 0 0 0 79 0 0 0 0 0 0 0 0 0 0 G D 134 0 0 0 0 0 0 0 0 0 0 0 148 VV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q-D 0.091 0.390 0.026 0049 0 O50 0_989 n_ 0 0- 105 0 0 0 0 105C F F 1 0 105 0 0 0 0 0 6 c) AED excursion 93 30 Envelope loss/gain 950 1148 409 328 12 a) Infiltration b) Room ventilation 408 0 129 0 174 0 55 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1358 1277 583 383 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 61% 0 0 0 1358 541 0 0 0 1277 783 409/6 61% 0 0 0 583 232 0 0 0 383 235I Total room load Air required (cfm) 1899 101 2060 98 815 43 618 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsol`t- 2018-May-24 10:32:39 ACZ5k '^ Right -Suite® Universal 2018 18.0.13 RSU24011 Page 7 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House laces: SE DEL --AIR Right-JO Worksheet Job: Lotl5ReaganPointe7512AS NUff='°®COMMOKM Entire House Date: 5/24/18 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name Retreat Bdrm 4 2 3 Exposed wall Room height 28.5 ft 9.0 ft heat/cool 10.0 ft 9.0 ft heat/cool 4 Room dimensions 15.5 x 13.0 It 1.0 x 201.3 It 5 Room area 201.5 ft2 201.3 ftz Ty Construction number U-value Btuh/ftz °F) Or HTM BtutVftz) Area (ft or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vi1 12E-0sw 2A-2ov.--- - 13A-5ocs 0.068 0.340 0.125 ne ne ne 1.98 9.89- 3.64 1.49 2245 2.48 0 0 0 0 0- 0 0 0- 0 0 0 0 0 0- 0 0 0- 0 0 0--- 0 0 0. 0tWIC2B-2fy. -- 0.340 0;049 ne ne 9.89 1.4 26.51 2-87- 0 0 0 0-- 0 0- 0 0- 0 Q---- 0 o- 0 0-- 0 Q 12E-Osw 2A-2ov 2A-2ov 0.48 0.3340 0.340 se se se 1. 9.8989 9.89 1. 20.2727 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov-- - - - 13A-5ocs 0_340 0.125 se se 9.89, 3.64 23.18 2.48 0 0 0 0 0 0 0 0 00 0 0 Q 0 0 2A-2ov 11D0-_ 12E-0sw 0.340 0_390_s_e__-_1135 0.068 se sw 9.89 1.98 10.59 12.11_-.- 1.49 0 0--- 117 0 0_ 101 0 0 201 0 0 151 0 0__--__.0_-_-- 90 0 70 0 0-- 139 0 0 104 D 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 24.47 20.27 16 0 3 0 154 0 382 0 0 20 0 5 0 198 0 405 W 26 2fv_ - - - - 13A_5ocs- 0.340 0.125 sw- sw 9.89 3.64 23.69 2.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 12E-0sw 0.068 nw 1.98 1.49 140 124 245 185 0 0 0 0 2A-2ov 2A-2o_v_ - - - - 13A-5ocs 0.340 0.340 0.125 rtw nw nw 9.89 9-89 3.64 26.51 22.45 2.48 16 0 0 0 0 0 154 0 0 414 0 6 0 0 0 0 0 0 0 0 0 0 0 0 GG- 10C-v 10C-v - - - -- 0.340 0,w nw nw 9.89 9.89 18.56 18_56 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L-D C-____ 11D0 _-- 166 38ad .__ . __ __ 0.390_n Q 026 11.35 0.76 12.11__--- 1,42 0 202 0_ 202 0__-- 152 0 286 0_---- 201 0_ 201 0_ 152 0. 285- F 19C-19cscp 0.049 0_49 0.31 0 0 0 0 115 115 57 35 F 20P-19t.-- -- 0 050. 1.45 0.73 10 40 59 29 0 0 0 0 22AA01- - - - 0.989 28.78 0= 0 0 0 0 0 6 0 0 6 c) AED excursion 200 137 Envelope loss/gain 966 1647 546 967 12 a) Infiltration 495 157 174 55 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 0 Subtotal (lines 6 to 13) 1461 1804 719 1022 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1461 1804 719 1022 151 uct loads 140% 61% 582 11 01 61% 286 627 Total room load 2043 2909 1 1006 1649 Air required (cfm) 108 139 53 79 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. rP- 2018-May-2410:32:39 Right -Suite® Universal 2018 18.0.13 RSU24011ACCKPage8 5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House faces: SE DEL -AIR Duct System Summary mr.-M COMMM 11 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 2892 Gipper Circle, Sanford, FL 32773 Job: LoMReaganPointe7512... Date: 5/24/18 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 0.165 in/100ft 0.165 in/ 100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 206 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 2089 88 100 0.278 6.0 Ox 0 VIFx 22.4 100.0 st2 Bdrm 3 c 1316 49 63 0.277 6.0 Ox 0 VIFx 22.8 100.0 st2 Bdrm 3 WIC h 389 21 14 0.215 4.0 Ox 0 VIFx 43.2 115.0 st3 Bdrm 4 c 1649 53 79 0.288 6.0 Ox 0 VIFx 18.2 100.0 st2 Bthrm 2 h 335 18 14 0.277 4.0 Ox 0 VIFx 22.9 100.0 st2 Family h 2881 153 135 0.174 7.0 Ox 0 VIFx 75.7 120.0 st5 Family -A h 2881 153 135 0.174 7.0 Ox 0 VIFx 75.8 120.0 st5 Kitchen h 4234 225 178 0.215 8.0 Ox 0 VIFx 53.4 105.0 st4 Mstr Bdrm c 4962 146 237 0.217 8.0 Ox 0 VIFx 41.4 115.0 st3 Mstr Bthrm h 1899 101 98 0.215 6.0 Ox 0 VIFx 43.2 115.0 st3 Mstr WC h 70 4 3 0.229 4.0 Ox 0 VIFx 33.3 115.0 st3 Mstr WIC h 815 43 30 0.220 4.0 Ox 0 VIFx 39.3 115.0 st3 Powder h 584 31 11 0.165 4.0 Ox 0 VIFx 86.4 120.0 st5 Retreat -A c 2909 108 139 0.271 6.0 Ox 0 VIFx 25.3 100.0 st2 Study h 2592 138 50 0.214 7.0 Ox 0 VIFx 54.1 105.0 st4 Utility c 1023 3 49 0.226 4.0 Ox0 VIFx 35.7 115.0 st3 wrightsoft' 2018-May-24 10:32:41 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 5ReaganPointe7512AS\LotlSReaganPointe7512AS.rup Calc = MJ8 House faces: SE Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 1333 1333 0.165 611 20.0 0 x 0 VinlFlx st5 Peak AVF 337 280 0.165 429 12.0 0 x 0 VinlFlx st4 st3 Peak AVF 318 431 0.215 548 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 634 824 0.215 590 16.0 0 x 0 VinlFlx st1 st4 Peak AVF 699 509 0.165 654 14.0 0 x 0 VinlFlx st1 Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoR~ 2018-May-24 10:32:41 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 440 ...5ReaganPointe7512AS\Lotl5ReaganPointe7512AS.rup Calc = MJ8 House laces: SE 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lotl5ReaganPointe7512AS Builder Name: David Weekley Homes Street: 2892 Gipper 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 cavities shall be filled by insulation that on Narrow cavities 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 ceflincis a. In addition, inspection of log walls shall be in accordance with the provisions of !CC-400. 5/24/2018 10:35 AM EnergyGauge® 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 5/24/2018 10:35:07 AM Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lotl5ReaganPointe7512AS Builder Name: David Weekley Homes Street: 2892 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Duct Test Time: Post Construction Required Duct Leakage from Q out FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2313 House Duct Total Conditioned Floor Area) System Qn,out)* Leakae Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct le a to outside, Qn, is less than or equal to a pr rowed duct leakage Qn specifie on FOR 405-2017. SIGNATURE: PRINTED NAME: DATE: 5/24/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: O'. Sr 0 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S 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: Lot15ReaganPointe7512AS Street: 2892 Gipper Circle City, State, Zip: Sanford , FL , 32773 Design Location: FL, Sanford Cond. Floor Area:: 2313 sq.ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data 02 Builder Name: David Weekley Homes Permit Office: Permit Number: Jurisdiction: 691000 Cond. Volume: 21048 cu ft. 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 demonstrat mpliance with Florida Energy Code r9RNireme is in accordance with Section 402 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: QyO4,tHE S7,-4 a OWE 5/24/2018 10:35 AM 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 FADDRESS: 2892 Gipper 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 Instal lationThe 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)(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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/24/2018 10:35 AM 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 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 L/min. a. When tested in accordance with HVI Standard 916 5/24/2018 10:35 AM 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for 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. 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorfte 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. 5/24/2018 10:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BLDR MIN a a 03 2' FROM WALL qua - p ttl a FAMILY n , O 3' bath duct to wall cap ex+ ca x w/fan Nutone 696RNB i.. ' 135 133 FTON BKW 40V 7.12z6 cd 13 pile 2444 ra12' tF y•1' 0' e9. cetv R > N m Q= Q I I 3A TON W/8KV 82+0V IPH --- i80 O i__) i I I 18. 13 glen ' 14x8 22. 14 rad 2 CAR GARAGE to platform by 1'1 8' e > sc a/e••1•o• s0,LLJ W Rl o\ I I HONEYWELL 2 ZONE DAMPER SYSTEM • '-' \ I I HZ221K KIT E gARDI4TZ ARDI2TZxs rrra- 16'z 2' - w CPRDID DATS C7733A 1000 , BTH632OU1000DAG TH632OUIDOODAG 40- trans 4 r ENTRY I DY 1 12« b Iectl I N NOTE TO BUILDER -MUST PROVIDE UNRESTRICTED uwp I INCH UNDERCUT BELOW DDORS TO HABITABLE ROOMS E Transfer ducts/grills .lied h Co'plla=lCe I I elth Florida ResldentMl "ding Lode-M1602.4 I 1 aaas=w O = balanced . turn air. 1 1 a='' I I LLJ EXCEPTIONS1-3 6 S z F Y C7 0 N ZQ d U) O LJ Rj Ca I\ J tY .-. L Rating zz r L m w > z z o iu 3 J Q H m H Q J O S Q w Must have a nlninun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m D- J (n 0 0 iL N N tll L o t(l ell QD e R Vb se 11 140 BED M b ca IOx6 1¢ law 6• 16• IO b L tla nu 0 6 S 3' bath duct 4 to roof cap p Bx4 I: a 0 Nutone 696RNB 3.5 TON V/BKV e240V IPHSaIOx6l.cd 6• I8x13 Plen24,14 rad N m Q loxto rop lox6 I- E RM a p , plat,— by Z U I I 65 4 4- Re bldrtole 1/B'=1'0• O wa UO r rr CO m 9• HONEYWELL 2 ZONE CD 30 1 1B 1242 rap DAMPER SYSTEM W W Cu I I D HZ221K I I I`- 3' bath ductoia1.cd lz UTIL 4' es+ cdpR012TZ ARD16TZ Q Ci.l to roof cap 4• 1 •`d CPRDIo 4 w /fan DATS C7735A ID00 Nutone 696RNB; 4 m-s TH6320U1DOODAG x4lTH6320UIDDOOAG B. 4Dv. trans 0-_____ ________ 1' dr uc BAT i 0 R' j to oyoi cap 1 IRETT dryer vent box 110D601.c l.cdj14.8 j to I os I EO NOTE TO BUILDER MUST PROVIDE UNANYRICTED '- W I INCH UNDERCUT BELOW ODORS TO HABITABLE ROOMS le iow :areas T F— Z Transfer ducts/grills sized In corolance Ixp os:a Ol Ith florkla ResWentlal "dvp Code-M1602.4 e",' M balanced return air. EXCEPTIONS 1-3 01 0- CU lD 3 u) Z o W MNO d In ZRatingo r N On W • • .. >_ Z Z W 3: Q H m F Q J O 5 Q a' Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m EL J (n 0 0 D: City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 2 ,06t2- C--::t Crz_CL. C As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.oro. 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 Florida Approval # Description include decimal) 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/ Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/ Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' 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 Single Hung Window FL# 19715 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL# 14994 Casement Double Hung Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Hardie Building Products, Inc. Hardie Plank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-R15 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing June 2014 Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent I FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof June 2014 Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name _Tracy Wiggers Please Print) June'_01=4 Spegal Plumbing LLCRECORDCOPYPOBox4478 Apopka, FL 32704 SPEGAL. Office (321) 256-1234 PLUMBING Fax (321)250-2304 i4, vr0. Spegalplumbing.com LIC# CFC1428683 PLOT PLAN LEGAL DESCRIPTION: LOT 15, 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 Pet Alliance of Greater Orlando 1.'2892'Gipper Circle n. 2892 GIPPER CIRCLE, SANFORD, FLORIDA 32773 0 St. Johns River Water Management District SB = Set Backs, L1 L2 Elevations as shown hereon are referenced to the North as shown hereon are from the lot specific American Vertical Datum of 1988 (NAVD 88), as established site plan as provided by the client S 40'51'28" W 40.00'(P) S 40'51'28" W 110.48'(P from National Geodetic Benchmark "F 711", published elevation of 127.95 feet. This elevation note per plat) F—rhjS-is-t ONB a =nR ,S rulley2892 GIPPER CIRCLE, SANFORD, FL 32773 Area Calculations Total Lot Area= 3,200 sq it (100 %) Impervious Area in Square Feet Total House Foot Print = 1,410 sq ft (44 %) Total Porch and Deck/Lanai = 196 sq ft (06 %) Total Driveways = 160 sq ft (05 %) Total Walkways = 32 sq ft (01%) Total A/C Pads = 16 sq ft (0.5%) Total Out Buildings = 00 sq ft (00%) Total Pool Deck Surface (Not including Water Surface = 0,000 sq ft (00%) Total Total Pool Water Surface = 0,000/2 0,000 sq ft (00%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 2SS o JUN 2 6 cSd, a-//cs4c: Ok to construct single family home with setbacks and impervious area shown on plan. / SX2 '5-6. G91 vo yQr Pal = Proposed Elevation 1 Graphic Scale Field Date: 5/2/2018 Date Completed: 05/02/18 NOTES- I hereby Cattily that tnIs Boundary Survey of the above Described Property is Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps. Overlaps and/or Hiatus. True. and Gxaad in the Best nt my Knowledir. and Belief as ..... ftly Surveyed under my Direction on the Date Shown, Based on lnlormatlon furnished to Me DrawnBy: G.S. File Number:IS-46892 PP Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted witha BB'. as Noted and Conforms to the Standards of Practice for Land Surveying In the State of Florida in accordance with Chapter 5J-17.052 Florida Legend- C Calculated PC -Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. Administrative Codes, Pursuant t lion 472 27 Florida Statutes. Centedine Pg. -Page Fence Ownership is NOTdetermined. ptc!.`...IRF L` B Concrete frock Monument PI - Point of Intersection RoofOverhangs, Underground Utilities and/or Footers have NOTbeen located UNLESS C+'OPTIr Ai 9 c s CMConcreteP.O.B.- Point of Beginning otherwise noted. q FOR Cone. Concrete P.O.L.-Point On Line Septic Tanks and/or Drainfield locations are approximate and MUST be verified by N0. f THE 51A1E D DEDescftption DrainageEasement PP - Power Pole PRM - Permanent Reference t Utility Location Com appropriaeyparties. FIRM PatrickK. lrelan . -1 atePL 6637 LB7623 Esmt. -Easement Monumtard Use of F. E.M.A. Federal Emergency PT -Point of Tangency he User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This Survey is intendediRn. Yt(pT use of Said Certified Parties. Management Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. This SurveyNOT VALID UNLC and Embossed with Surveyors Seal. FFE F IPFinished Floor Elevation Found IronRad. - Radial R& C - Rebar 8 Cap Rec. - Recovered POINTS OF INTEREST- PROPOSED DRIVEWAY &SIDEWALK OVERLAPS EAST EASEMENT Ireland &Associates SurUeying Inc. LLength (Arc) Rfd. - Roofed 1 M NSDMeasured Nail 8 Disk Set - Set 'A" Rebar 8 Reber Cap "18 7623" Doeusigned by: 1301 S. International Parkway Suite 2001 N. R. Non-Radial TYp -Typical p;.l IJ Lake Mary, Florida 32746 ORB Records Official BookUE - Utility Easement i a`UG N' P Plat wM -water Meter www.irelandsurveying.com P.B. Plat Book 6 - Delta (Central Anglo) 810ED63FCAE64E0... Office-407.678.3366 Fax-407.320.8165 Wood Fence 0— •Chain Llnk Fence 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 o\-DING Model 7512 SAS cOR0 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole 1a City Sanford James Lanier EC 0002989 Office # 407-933-7771 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001ALPINE W cu+ v„ alpineitw.com to rrnunnauun. omen• Accu-Span Truss Company Job Number: 20679 escription: 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY ess: LOT 15 REAGAN POINTE I City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: I License #. Address: City, State, Zip: State: ru cnyrrrtmilily %offEwna. gn Code: FBC2017RES View Version: 17.02.01.1114.20 JRef #., 1 W aN4080019 i Standard.• ASCE7_10 Wind Speed (mph): 139 Roof Load (pst): 20.00- 7.00- 0.00- Floor Load (psf): 20.00-10.00- 0 5.00 5.00 This package contains a job notes page, 32 truss drawings and 8 details. Item Seal # Truss 1 123.18.1333.41683 Al 3 123.18.1333.41684 A3 5 123.18.1417.18533 A5 7 123.18.1417.21790 B1 9 123.18.1417.24863 B3 11 123.18.1333.41777 HJ7 13 123.18.1333.41808 CJ3 15 123.18.1417.39863 EJ8C 17 123.18.1417.45063 EJ8A 19 123.18.1417.48697 EJ7A 21 123.18.1417.52043 F1 23 123.18.1417.57637 F2 25 123.18.1418.01847 F3A 27 123.18.1418.05940 F5 29 123.18.1418.12660 F7 31 123.18.1418.19210 F9 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 123.18.1333.41714 A2 4 123.18.1333.41699 A4 6 123.18.1417.19937 A5A 8 123.18.1417.23220 62 10 123.18.1417.33883 C1 12 123.18.1333.41730 CJ5 14 123.18.1333.41760 CJ1 16 123.18.1417.42207 EJ8B 18 123.18.1417.46760 EJ8 20 123.18.1333.41669 EJ7 22 123.18.1417.53840 F10 24 123.18.1418.00020 F3 26 123.18.1418.04290 F4 28 123.18.1418.11150 F6 30 123.18.1418.16193 F8 32 123.18.1418.24100 FG1 A • 11lt1tUttft14`Ap,S F%, f• ff -y o. 648 • i • f s -0 as ATE C, SS ONAt. E ryrrr r4lrtQt Wtt u This document has been electronically signed and sealed using Digital Signature. Printed copies without an original signature must be 05/04/2018 verified using the original electronic version. Printed 5I4I2018 1:51:17 PM Job Number: 20679 Ply: 1 SEQN: 141310 / T5 / COMN Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 4 FROM: RF DrwNo: 123.18.1333.41683 Truss Label: Al KM / BAF 05/03/2018 T5"13 + 15' i 22'6'3 + 30' T5"13 T6"3 T6"3 TS"13 1114X6D inBD 20'4" 30' 4"+ 10 10 + 10 +4 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1306 / 143 / 636 / - / 180 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.246 H 999 180 F 1307 / 143 / 636 I - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: BMean0.063 H - - B Min Brg Width Req = 1.5 Code / Misc CriteriaCodeNCBCLL: 10.00 Height: 24.10 It Creep Factor: 2.0 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.476 Bearings B & F are a rigid surface. g 9 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.955 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.287 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 456 -2187 D - E 466 -1968WindDuration: 1.60 WAVE C - D 466 -1966 E - F 457 - 2188 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 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. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1883 - 301 H - F 1884 - 322 1- H 1259 -139 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 752 -144 D - H 754 -144 i r • ATE obir. tV9 • s! ONAnsewwalo ,+"?`' 05/04/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) f safety practices poor to performing these functions. Installers shall provide temporary bracin per 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp installed per BCSI sections B3, B7 or tt10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer 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 µffwca r,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonaf engineering responsibility solely for the design shown. The sui£abillty g and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more infonnation see this job's general notes page and these web sites: ALPINE: www.al ineitw.mm; TPI: www.t inst.o ; SBCA: www.sbcindust .com: ICC: —imsafe.ong Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 141311 / T4 / HIPS Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 2 FROM: RF DrwNo: 123.18.1333.41714 Truss Label: A2 KM / BAF 05/03/2018 6'10"9 6'10"9 13' + 17' 6'1"7 4' 4X6 N4X6 D E 23' 1 "7 30' 6'1"7 6110"9 fnr 0.20'4" 4- 6'9"4 6'94 30' 6'2"12 + 4' 6'2"12 __ 13' 17' 23712 6'9"4 __1'4'-I 30' 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 L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.125 J 999 240 B 1280 / 146 / 640 I - / 160 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.435 J 999 180 G 1280 / 146 / 640 I - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 D - - Wind reactions based on MWFRS Des Ld: EXP: B HORZ TL : 0.103 D B Min BigWidth Re 1.5q CL 10. 00 NCBCLL: 00 Mean Height: 23.60 tt9 Code I Misc Criteria CreepFactor: 2.0 G Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.504 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.757 Members not listed have forces less than 375# Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.596 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It 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 503 -2155 E - F 446 -1644 C - D 446 -1644 F - G 503 - 2156 Lumber D - E 430 -1396 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Loading B -L 1859 -347 J - 1 1857 -371 Truss passed check for 20 psf additional bottom L - K 1856 -347 1 - G 1860 -371 chord live load in areas with 42"-high x 24"-wide K - J 1396 -207 clearance. Purlins Maximum Web Forces Per Ply (Ibs) In lieu of structural panels use pudins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24" oc. C - K 189 - 599 E - J 431 -73 D-K 429 -73 J -F 188 -600 Wind Wind loads based on MWFRS with additional C&C rtgl0ltypf, member design. F• 4' GNS OBI.' J T•SF/••,,•4' 17WAA'T E 1&1 htlxmw 05/04/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properIx attached structural sheathincl and bottom chord shall have a properlyattacheddgidceiling. Locations shown for permanent lateral restraint bf 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 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 mw truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA eat on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The suiTability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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 .o0m; ICC:—JCCSafe.orq Orlando FL, 32837 Job Number: 20679 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Truss Label: A3 t o_ N 1 6'1 "4 6'1 "4 t 4" 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: 23.10 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 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 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. 11' 4'10'12 e5X6 =3X4 >5X6 D E F 30' 10, 20' SEQN: 141312 / T3 / HIPS Cust: RR408 JRef: 1WaN4080019 FROM: RF DrwNo: 123.18.1333.41684 KM / BAF 05/03/2018 23'10"12 4'10"l2 30' 6'1 "4 10, 1'4 30' N o.20'4" Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.099 E 999 240 B 1273 / 148 / 641 / - / 139 / 4.0 Lu: NA Cs: NA VERT(TL): 0.256 E 999 180 H 1273 / 148 / 641 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.041 J - Wind reactions based on MWFRS HORZ(TL): 0.073 J B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.287 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.947 Rep Factors Used: Yes Max Web CSI: 0.216 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 538 -2139 E - F 462 -1513 C - D 491 -1870 F - G 491 -1870 D - E 462 -1512 G - H 538 - 2140 O. tKa • a ,a :• ATE dcF • •• OR •. G._•` ` r o 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1852 - 382 J - H 1853 - 406 K - J 1604 - 295 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 568 -102 F -J %8 -102 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, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracin per 38SI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly attachod 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 Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shalt not be responsible for any deviation from this drawing,anY failure to build the WC truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seat on this drawiXg or cover page, , 2400 Lake Orange Dr. I isting this drawing indicates acceptance of pro esstona. engineering responsibility solely for the design shown. The sui bllltyanduseofthisdrawing, for any structure is the responsibility of theengineering Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general rates page and these web sites: ALPINE: www.al ineitwzom; TPI: www.t inst.o ; SBCA: www.sbandust .corn; ICC: —jccsafe.orq Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 141313 / T2 / HIPS I Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qly: 2 FROM: RF DrwNo: 123.18.1333.41699 Truss Label: A4 KM / BAF 05/03/2018 4'9"4 4'9"4 Il i 9 9' 9_ 4'2"12 15' 21' 25'2"12 30' 6' T 6' + 4'2'12 474 5X6 III2X4 =5X6 D E F 30' 6' 6' 15' 21' 9' 1-4- 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1215 / 287 / 638 / - / 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 999 180 H 1215 / 287 / 638 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 J - - Wind reactions based on MW FRS Des EXP: B HORZ TL : 0.070 J B Min Br Width Re 1.59q Code I Misc CriteriaCLLd: 10. 00 NCBCLL: 00 Mean Height: 22.60 ft9 CreepFactor. 2.0 H Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.397 Bearings B & H are a rigid surface. g 9 BCDL: 5.0 psf Load Duration: 1.25 MW FRS 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 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.148 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 570 -2039 E - F 577 -1865WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot 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. i I /* / * C-D 516 -1800 F-G 516 -1800 D - E 577 -1865 G - H 569 - 2039 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1774 - 420 K - J 1566 - 333 L - K 1566 - 309 J - H 1774 - 444 s ,o FATE OF ;` Q i o 278 ONA1- a+unnawwu'"' 05/04/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building Component Safety Information, bV TPI and SBCA) fb safetypractices pnor to performing these functions. Installers shall provide temporary bracinper3St.. Unless noted oyherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a prope y attach d rigid ceillny' Locations shown for permanent lateral restraint Of webs shall have bracingq installed per BCSI sections B3, 87 or 810, asapplicable. 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 µin pu truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of_trussesA eat on this drawing or cover page Ability2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the des) n shown. The suI bill Suite 150 anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al 'neitw.com; TPI: www.t into ; SBCA: www.sbdndust .com; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 141328 / T17 HIPS Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) R512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1417.18533 Truss Label: A5 KM / OF 05/03/2018 fi T T 12'6"5 + 17' ' 23' 5'1"1 5'4"9 ll2X4 6X6 =3X4 =6X6 C D T2 E F 30' 11'4" 6'10"4 i 54"9 + 54"9 I _ 5'6"5 6'104 12'2"13 1TT7 23'1"12 TT T I __020'4" i 6' 10"4 1'4" 30' i 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 Udefl U# Loc R / U / Rw / Rh / RL / W B 2643 / 671 / - / - / - / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.273 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.738 E 704 180 G 2643 / 671 I - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 1 - - Wind reactions based on MW FRS Des Ld: 37.00 EXP: B HORZ(TL): 0.119 I - - B Min Brg Width Req = 3.1 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 22.10 ft Creep Factor: 2.0 G Min Brg Width Req = 3.1 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.948 Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.546 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: 0.745 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): VIEW Ver: 17.02.01A.1114.20 B - C 1317 -5248 E - F 1576 -6266WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense 12 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 pif 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: 169Ib 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 (21] W3X4 S 2.25 Purlins In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MW FRS. 001" pS o»•'JS 1 • r • o ATE QO cc •• F O W00.0" e 0 278 / 0NAI E a rwtuwtuutl 05/04/2018 C - D 1564 -6232 F - G 1317 - 5253 D - E 1575 - 6264 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 4639 -1147 J - 1 4614 -1147 L - K 4611 -1147 1 - G 4642 - 11 48 K - J 6285 -1589 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 641 -13 E - J 294 - 620 C - K 1934 - 498 J - F 1955 - 507 K - D 299 - 639 F - I 654 -15 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 t TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prope y attachod 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. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build inQComponents 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 eal on this drawing or cover pa e, , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofprofessronaengineeringresponsibilitysolelyti$or the desi n shown. The suiMillty 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: - al ineitw.Com, TPI: -Apt ory_SBCA: v .sbdnduslry.00m: ICC: ww kcsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 2 SEON: 141329 / T25 HIPS Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 123.18.1417.19937 Truss Label: ASA KM / OF 05/03/2018 2 Complete Trusses Required 13'S'4 18' 6'S"4 4'6"12 08 1112X4 =3X4 C D E K3X ML 11140X6 = 5X81113X6[131 30' 23' 2 5' 3' 1'7' 06F 1'4" 7'33 6'6"8 4'5"8 4'8'8 4'7' 2'S' 77 8 + 13'10" 18-3"8 + 23' 27'7' 30' 2'5" --] 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 Udefl U# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.349 E 999 240 B 2557 / 608 / - I - / - 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.950 E 545 180 1 1778 / 407 / - I - / - 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.086 C - - Wind reactions based on MWFRS Des EXP: B HORZ TL : 0.159 C B Min Br Width Re 1.5gq N CLLd: 0.0000 Mean Height: 22.10 tt9 Code I Misc Criteria CreepFactor. 2.0 I Min Brg Width Req = 1.5 Soffit: 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.878 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 Members not listed have forces less than 375# Spacing:24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.845 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.1 114.20 B-C 601-2572 F-G 512 -2232 C - D 875 - 3796 G - H 758 - 3227 Lumber Purlins D - E 887 -3849 H - 1 90 -392 Top chord 2x4 SP #2 Dense T4 2x6 SP SS: In lieu of structural panels use puriins to brace all flat E - F 671 -2951 Bot chord 2x6 SP #2 :62 2x4 SP #2 Dense: TC @ 24" oc. Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00' 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.=1.25 / 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 11.27 TC: From 56 plf at 11.27 to 56 plf at 30.00 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.04 BC: From 10 plf at 7.04 to 10 plf at 11.27 BC: From 20 plf at 11.27 to 20 plf at 30.00 TC: 237 lb Conc. Load at 7.04 TC: 169 lb Conc. Load at 9.09 BC: 458 lb Conc. Load at 7.04 BC: 127 lb Conc. Load at 9.09 SC: 1156 lb Conc. Load at 11.27 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 13] W3X6 S 3.75 a• a ,o • ATE 0 278's6/0NA'l- u wruwtuu 05/04/2018 B - 0 2267 - 521 K - J 1986 - 452 M - K 3016 - 690 J - H 3330 - 778 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 1609 - 379 E - K 166 - 562 O - M 2143 - 486 K - F 1097 - 249 M-N 379 -63 J -G 341 -1411 M - E 943 .223 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI anc7 SBCA) fb safety practices poor to performing these functions. Installers shall provide temporarybracingperBSI. Unless noted olherwise,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 bracingQ installed per BCSI sections 83, 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. kefer to drawings 16OA-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,an failure to build the wm [oHv„ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this draw! g or cover page , ,ty 6750 Forum Drive I isting this drawing, indicates acceptance of pro-fessionaf englneerinq responsibility solely for the design shown. The suiCabili Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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.sbandust .com; ICC: -.iCCsafe.orq Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141332 / T18 GABL Cusl: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 123.18.1417.21790 Truss Label: 81 KM / OF 05/03/2018 r 7 fY4' 13'2'4 17'S'9 78' "8 5'894 5' 3'1'9 3'10'4 4'35 T 5 T4' I-4'I gaxv> c 3X4 6 12 DE 3X4 SC7 C V43%4 g K L SC2 A M __VOd- 02X4(Al) P 5 a5X6 C .3X6(CS)) 2X4(CS) 6 12'2' B' --i 7 4 + 94' + 13'4- 18'8- i_ 1.4- ,1 NNL) i-- 2'8---( Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deFl L/# Loc R / U / Rw / Rh / RL / W B 349 / 70 / 222 / - / 112 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.075 C 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.363 C 659 180 S" 148 / 19 / 95 / - / - / 72.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 C - - L 119 / 128 / 73 I - I - / 6.0 Des Ld: 37.00 EXP: B HORZ TL : 0.063 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 22.52 ft Creep Factor. 2.0P B Min Brg Width Reg = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.213 S Min Brg Width Reg = - Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.714 L Min Brg Width Req = 1.5 Bearings 8, S, & L are a rigid surface. Spacing: 24.0 " C8C Dist a: 3.00 It Re Factors Used: YesP Max Web CSI: 0.348 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.1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber I - K 562 -25 K - L 544 -123 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 303 -931 O - L 158 -491 All plates are 2X4 except as noted. Maximum Web Forces Per Ply (Ibs) 1 plate(s) require special positioning. Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. P - I 671 -89 1-0 271 -738 Wind Wind loads based on MWFRS with additional C&C member design. ptpyf I Additional Notes Sable wind A14030EN 1010re uiremenESTIN0118 for 9 9 q j), O • SF• Stacked top chord must NOT be notched or cut in C • area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped ev • 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. S ATE 0 278 4" MWIU41 ' r 05/04/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Saafety Information, bVV TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporar bracln per BGSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a prope y attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections 63, 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. kefer to drawings 160A-Z for standard plate positions. ALPINEAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page.. 6750 Forum DrivelistingthisdrawingindicatesacceptanceofprofesslonaTengineeringresponsibilitysolelyforthedesinshown. The suitability Suite 305forisanduseofthisdrawinganystructuretheresponsibilityoftheBuildingDesignerperANSI/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.sbdndust .com; ICC: wwwJccsafeorq Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141315 / T12 COMN Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1417.23220 Truss Label: B2 KM / OF 0510312018 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 18'8" 5'6"8 3'9"8 3% 13'1"8 5'6"8 1.4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.68 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 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X4 D 11iYijil 9'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N< Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code 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 914" 18'8" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL W VERT(LL): 0.028 G 999 240 B 790 / 187 / 420 / - / 111 4.0 VERT(TL): 0.076 G 999 180 F 703 / 155 / 362 / - / - 6.0 HORZ(LL): 0.012 G - - Wind reactions based on MWFRS HORZ(TL): 0.023 G B Min Brg Width Reg = 1.5 Creep Factor: 2.0 F Min Brg Width Reg = 1.5 Max TC CSI: 0.272 Bearings B & F are a rigid surface. Max BC CSI: 0.780 Members not listed have forces less than 375# Max Web CSI: 0.206 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02 01A 1114 20 B - C 561 -1110 D - E 492 856 C - D 466 - 855 E - F 589 -1118 S oJG p, ON•'V S is,a•. ATE 9 N-'SSIONAt- a 541, 0 278 ''rwuwtuut°1 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 942 - 430 G - F 954 - 427 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - G 539 - 261 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) fb safety practices poor to performing these functions. Installers shall provide temporarybracinper38SI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrgidceiling. 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 Joint- 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 µr ro r, truss in conformance with ANSI gPl 1, or for handling, shipping, installation and bracing of_trussesA seal on this drawing or cover pa qe , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofprogessionagengineeringresponsibilitysolelyforthedesignshown. The sui£ability Suite 305anduseofthis9awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32821Fn.,.,n n infnenafinn sea IN inh'e neneral notes nane and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.orq; SBCA: www.sbandustry.com; www.iccsafe.orq Job Number: 20679 Ply: 1 SEQN: 141316 / T26 COMN Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 3 FROM: RF DrwNo: 123.18.1417.24863 Truss Label: B3 KM / OF 05/03/2018 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 " 2,5" + 4,3,.8 + 9,4„ + 144"8 163" + 18'8" 2'S" 1'10"8 5'0"8 5'0"8 1'10"8 2'S" 4X4 D T2 12 T3 6 4X6(SRS) ///4X6(SRS) C E 0 in B F A 3X8(B10R) ===3X8 -- 3X8(810R) 20'4" 2'S" 2'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B 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 32, 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. 18'8" 6'11" 9,4„ 6'11" 16'3" 2,5„ 1818-8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.214 E 999 240 A 709 / 159 / 370 / - / 94 Lu: NA Cs: NA VERT(TL): 0.594 E 537 180 G 703 1157 / 367 / - / - Snow Duration: NA HORZ(LL): 0.105 H - - Wind reactions based on MWFRS HORZ(TL): 0.198 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: 0.558 Bearing A is a rigid surface. TPI Std' 2014 Max BC CSI: 0 781 W 4.0 Rep Factors Used: Yes Max Web CSI: 0.692 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) F7/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.20 1 B - C 548 -2051 D - E 286 -1060 C - D 286 -1060 E - F 555 - 2076 cc..,,s V•.M Q 1e l a J , ATE ; OR,'O.-"N0co 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2109 - 506 H - F 2142 - 514 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 389 -1240 H - E 396 -1273 D - H 593 -106 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 S fety Information, bjr TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracln per 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[e y 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 plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,.,ro p,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e, , 6750 Forum Drive listingthisdrawingindicatesacceptanceofpro7esslonarengineeringresponsibilitysolelyforthedesinshown. The suitability and use of this r7 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2. Suite 305 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: www.iccsafeorq Oriando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141317 / T1 GABL Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 123.18.1417.33883 Truss Label: C1 KM / DF 05/03/2018 1'2*7 q1g 64" 11'S'9 12 S'1"B 7"'}"81 2' —"( TYP) f' 4.4-04 T E T I 12 8 o3X4 =3X4 y SC 1 B C C' H q I SC2 20 4- 2x4 csjc5) :Tzalc5) re" 1— I4 —r 14' 12'8' - r- —{ NNL) (NNL) F— 2'8- —i I-- 2W --I 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): 0.004 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.011 G 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 C - Des EXP: B HORZ TL : 0.003 C Code I Misc Criteria 00 NCBCLL: 10.00 Mean Height: 21.77 ft Creep Factor: 2.0 Soffit: 2.00 psf .2TCDL: BCDL: 4. psf Bldg Code: FBC 2017 RES Max TC CSI: 0.168 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.080 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.065 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.20WindDuration: 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 See DWGS A14030ENC101014 & GBLLETIN0118 for fAfty gable wind bracing and other requirements. r, AS A Stacked top chord must NOT be notched or cut in V ••• • ••• / area (NNL). Dropped top chord braced at 24" oc ••••(" S,••rY intervals. Attach stacked top chord (SC) to dropped A • /77'' - l • top chord in notchable area using 3x4 tie -plates 24" , I oc. Center plate on stacked/dropped chord ; interface, plate length perpendicular to chord length. ; 0. 648 • Splice top chord in notchable, area using 3x6. _ xa• ATE ry9p •.,.c4 OR`pA,.0" F . , G 0 278 rs ONAL IOiruLZilat 05/04/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W M" 88 / 19 / 39 /- / 7 / 152 Wind reactions based on MWFRS M Min Brg Width 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 repqire extreme care in fabricatingq, handlin shippI installing. and bracing. , Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an, SBCA) f safety (ractices poor to performing these functions. Installers shall provide temporarybracinperBCSI.. Unless noted c1herwise,top chord shall have property attached structural sheathin and bottom chord shall have a progerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq Compon nts Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the mw truss in conformance with ANSI/TPI 1, or or handling, shlppinlq, installation and bracing of,trussesA Seal on this drawing or cover page ability6750 Forum Drive I isting this drawing indicates acceptance of proTesslonaf engineering responsibility solely for the des igqnshown. The sui ablll Suite 305 anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSIfTPI1Sec.2. Orlando FL, 32821 cn. ",,.. e s,,.oarnn see mis Inh•s neneral notes nave and these —h sites ALPINE—aloineil-com: TPI: w Aoinst.orv: SBCA: v .sbcindustry.00m; ICC: v .iccsafe.orq _ __ Job Number: 20679 Ply: 1 SEQN: 141326 / T15 / HIP_ Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 3 FROM: RF DrwNo: 123.18.1333.41777 Truss Label: HJ7 KM / BAF 05/03/2018 T y Loading Criteria (psf) TOLL: 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 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 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 it GCpi: 0.18 Wind Duration: 1.60 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. 5-5"1 + 9.10"1 5'51 4'4"15 5'3"5 5'3"5 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 Factors Used: Yes FT/RT:0(0)/0(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. 4'2"13 9'6"2 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.017 G 999 240 VERT(TL): 0.046 G 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor. 2.0 Max TC CSI: 0.450 Max BC CSI: 0.537 Max Web CSI: 0.333 VIEW Ver: 17.02.01A.1114.21 ATE •;'Q, 9 cr 0 278 %' ONAi. limit BDuusl 05/04/2018 0 23' 10"6 v it ih in c E 20'4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 318 /143 /- I- I- 14.9 E 331 /64 /- I- I- /1.5 D 68 /22 /- I- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - 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 187 - 685 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 646 -160 G - F 634 -160 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 176 - 695 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 shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana SBCA) f safety ractices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a prope y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled 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 ALPINEdrawings160A-Z for standard plate positions. LPPII NN Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,, truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , _ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the desi n shown. The suitability 9 and use of this grawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI:-.tpinst.orq; SBCA: wwwsbcindustry.com: ICC: www.iccsafe.orq Orlando FL, 32837 Job Number: 20679 Ply: 1 I SEQN: 141318 / T7 / JACK Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray)17512 - A (MBR Tray) -DAVID WEEKLY Qty: 6 FROM: RF DrwNo: 123.18.1333.41730 Truss Label: CJ5 KM / BAF 05/03/2018 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 " 1 '4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B 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 It 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: 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:0(0)/0(0) Plate Type(s): WAVE Additional Notes 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. C Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.004 D HORZ(TL): 0.007 D Creep Factor: 2.0 Max TC CSI: 0.264 Max BC CSI: 0.223 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 O. 04a ATE s 9' p •• , OR Q.•• 0 278 i r/O NA_ 05/04/2018 22'10"11 M O lf) N 7 u7 cM 20-4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 51 / 179 I - / 92 / 4.0 D 89 /- /58 I- /- /1.5 C 116 /54 /45 /- /- /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 qquire extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Buildinguire fety Information, byY TPI anc7 SBCA) f safety practices prior to performing these functions. Installers shall provide temporarily 1 BSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathinq and bottom hord shall have a properlyaidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 87 or B10, le. Apply places to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. (Refer to 60A- Z for standard plate positions. a division of I YI 1, or ror r acce tance any sructure from this drawing,any failure to build the seal on this drawing or cover pa forthedesignshown. The sui aebility ALPINE mrrWC0. 4PN1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 141319 / T8 / JACK Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 6 FROM: RF DrwNo: 123.18.1333.41808 Truss Label: CJ3 KM / BAF 05/03/2018 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 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 3' 3' 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:0(0)/0(0) Plate Type(s): WAVE Additional Notes 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. Defl/CSI Criteria PP Deflection in loc Udell 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 v ; ATE_ cC OR1 P-••o t,P co 0 278 NAL 05/04/2018 21'10"11 In N 20'4" Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 222 / 45 / 141 / - / 62 / 4.0 D 50 /- /36 /- /- /1.5 C 59 /28 /20 /- /- /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 fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponenfSaafetyInformation, by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporarybracingperBGSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a proppe y attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply lates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for s andard 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 truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The suifabllity 9 and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbcinduslry.00m: ]CC: www.iccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 141320 / T9 / JACK Cust: RR408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Oty: 6 FROM: RF DrwNo: 123.18.1333.41760 Truss Label: CA KM / BAF 05/03/2018 1 12 6 V - -/ 1 r4n 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: 20.60 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 A 20'10"11 eY) o 20'4" Snow Criteria (Pg,Pf in PSF) Defl/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(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:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes 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. J// • ATE c. OROP•\k'' fit 2 a'.,5'/Q NAl 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 / 56 / 137 / - / 32 / 4.0 D 9 /10 /15 /- /- /1.5 C -36 / 36 / 24 / - 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 quire extreme care in fabricatinqg, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, by TPI and SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporanrvt r BCSI. Unless noted of herwise,top chord shall have proper)yY attached structural sheathing and bottom chord shall have a propperly qid ceilingq. Locations shown for rmanent lateral restraint bf webs shall have bracingq installed per BCSI sections B3, B7 or 810, le. AppTv plates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to Alpine, a division of ITW BuildinqqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seat on this drawing or cover pagge, listing this drawing indicates acceptance of ro essional 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. r_- ____ ..--_.....................-------- ----- --- ......a.we .. "ale". ....— ,."."., -,nn_— TOI,.n.nu tn;n —CRrA.eh,md fc — Irr. www,ff_caf ALPINENE MrTwco~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20679 Ply: 1 SEON: 141321 / T24 GABL Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 123.18.1417.39863 Truss Label: EJ8C KM / DF 05/03/2018 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 " Lumber fi 12 \\ 13X4 C::___= 3X63B 0 C 107'4 ra 10' 4" P 5' 10" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Plating Notes All plates are 2X4(08R) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 58"12 _1 5'8"12 M 5' 10t 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): 0.034 D 999 240 Lu: NA Cs: NA VERT(TL): 0.090 D 999 180 Snow Duration: NA HORZ(LL): 0.008 D - - HORZ(TL): 0.014 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.295 TPI Std: 2014 Max BC CSI: 0.287 Rep Factors Used: Yes Max Web CSI: 0.310 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.20WAVE o•• AT • o z78 4%,rs'/QNA1. 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 240 /9 /113 /- /29 /3.5 C 213 /31 /96 /- /- /1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 C Min Brg Width Req = 1.5 Bearings E & C are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. B - C 728 - 624 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 S fety Information, by TPI and SBCA) f0F safety ractices poor to performing these functions. Installers shall provide temporary bracing per BSI. Unless noted o2herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro ppe y 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 Join Details, unless noted otherwise. kefer to drawings 160A-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 ,,,,m,.c Y 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 Drivelistingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The suiTabllity 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.lpinst.org; SBCA: www.sbcinduslry.com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141322 / T23 SPEC Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 6 FROM: CH DrwNo: 123.18.1417.42207 Truss Label: EJ8B KM / DF 05/03/2018 T 1L 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 4" 51101, Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 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 endwa(l: Any GCpi: 0.18 Wind Duration: 1.60 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. Left cantilever is exposed to wind 5' 10"8 5' 10"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:0(0)/0(0) Plate Type(s): WAVE 113X4 C 7 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.006 E 999 240 VERT(TL): 0.018 E 999 180 HORZ(LL): 0.004 E - - HORZ(TL): 0.006 E Creep Factor. 2.0 Max TC CSI: 0.246 Max BC CSI: 0.265 Max Web CSI: 0.254 VIEW Ver. 17.02.01A.1114.20 i O. 040 i ATE Or 0 Z78 pNAIL 05/ 04/2018 T T N 1 107'4 7' 10' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 307 / 43 / 147 / - / 40 / 3.5 D 205 / 30 / 94 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width 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 802 - 606 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 shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) f safety i ctices poor to performing these functions. Installers shall provide temporary bracinperBCSI. Unless noted o) herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach2drigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCIsectionsB3, B7 or 810, asapplicable. Apply places to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE k drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinl1Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the mflwawmm truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA peal on this drawing or cover page .. 6750 Forum Drive listing this drawingq indicates acceptance of pro essrona engineering responsibility solely for the d1 n shown. The sui ability Suite 305 anduseofthist7awingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32821 m,....... o...., ...... "ee eh,• ...h • nene.I onto• noon and th—..h ciroc Al PINF- — ahin.it mm TPI w tninst oro' SBCA:—sbcindustrv.com: ICC: v .iccsafe.Ofq Job Number: 20679 Ply: 1 SEQN: 141323 / T29 GABL Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 123.18.1417.45063 Truss Label: EJ8A KM / DF 05/03/2018 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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. Left cantilever is exposed to wind Additional Notes WARNING! Reaction exceeds allowable See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 5,6„ 7'6" 5'6" . r2 \ 1\3X4 3 C T 0 D10-7"4 1 10, 7'2" 5'6" 5'6" 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:0(0)/0(0) Plate Type(s): WAVE 1'6"12 70"12 g Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.064 F 999 240 VERT(TL): 0.171 F 724 180 HORZ(LL): 0.014 F - - HORZ(TL): 0.026 F Creep Factor. 2.0 Max TC CSI: 0.430 Max BC CSI: 0.405 Max Web CSI: 0.356 VIEW Ver: 17.02.01A.1114.20 o. tK0 Q i J • s,4•• ATE 0 r 78 DNAi. __, 0 05/04/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W G 289 / 14 / 137 / - / 37 / 3.5 D 263 137 / 119 / - / - / 1.5 Wind reactions based on MWFRS G Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings G & D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 843 - 976 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, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdriclidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910, asapplicable. Apply prates 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 Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,,, wro,uy,„ I in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, _ 6750 Forum Drive listing this5irawinqindicatesacceptanceofprdfessionarengineeringresponsibilitysolelyforthedesinshown. The suiCability and use o this ir77 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this' b's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbandust .corn; ICC: —kcsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141324 / T13 MONO Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qly: 2 FROM: CH DrwNo: 123.18.1417.46760 Truss Label: EJ8 KM / DF 05/0312018 T SO ih N 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 3X4 C iv, F4" 7' 2" WindCriteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15. 00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC 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 CSC member design. Left cantilever is exposed to wind 7'0"12 7'0" 12 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): 0.013 E 999 240 Lu: NA Cs: NA VERT( TL): 0.035 E 999 180 Snow Duration: NA HORZ(LL): 0.007 E - - HORZ(TL): 0.013 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.399 TPI Std: 2014 Max BC CSI: 0.403 Rep Factors Used: Yes Max Web CSI: 0.302 FT/RT:0(0)/0( 0) Plate Type(s): WAVE VIEW Ver: 17.02. 01A.1114.20 41- A.' 0••M V ; AT E 0 278 "%- ` 10NA1. Erlp 05/ 04/2018 fi Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W B 355 / 44 / 170 / - / 47 13.5 D 256 / 37 / 117 / - / - / 1. 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = 1.5 Bearings B S D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. C - D 1087 - 938 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, ship,in installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) fb safety I tices poor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted oytherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachud dgid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponQnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µm truss in conformance with ANSI4PI 1, or or handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 6750 Forum Drive listingthis drawing indicates acceptance of pro) esslonq en meaning responsibility sole) for the design shown. The suitability Suite For and se of this drawing for any structure is the responsibility of the Building Designer peryANSI/TPI 1 Sec.2. Orlando FL, 32821 305 For more information see this lob' s qeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI_www.t insto ; SBCA: www.sbcindust .00m: ICC: www.iccsa(e.orq Job Number: 20679 Ply: 1 SEQN: 141327 / T32 MONO Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1417.48697 Truss Label: EJ7A KM / DF 05/03/2018 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, B 23'10"4 12 6 p cn o co A 20'4" Dn C 4X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 r 7' 7' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W 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 L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.030 C HORZ(TL): 0.054 C Creep Factor. 2.0 Max TC CSI: 0.696 Max BC CSI: 0.869 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1114.20 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x8 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 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 Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. po. O\R, e Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W D 1241 /307 /- /- /- /4.0 C 1156 /249 /- /- /- / - B 172 /76 /- /- /- /1.5 Wind reactions based on MWFRS D Min Erg Width Reg = 1.5 C Min Erg Width Reg = - B Min Erg Width Reg = - Bearing D is a rigid surface. Members not listed have forces less than 375# ATE • off s NAImumllu0278y' t-, C' 05/04/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI and SBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporary bracing B St. Unless herwise,top have bottom havepernotedochordshallproper)y attached structural sheathing and chord shall a properly attached rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing insTalled per SCSI sections B3, B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinl1Compon nts 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 or handlin shipping, installation and bracing of trussesA seal on this drawing or cover page. _ listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The sui ability µ,,,,, me,,,, 6750 Forum Drive Suite 305 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more informafion see this'ob's generai notes page and these web sites: ALPINE: www.al ineih com: TPI: www.l inst.o ; SBCA: www.sbcindust .com; ICC: —kcsafe.orq Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141325 / T10 / EJAC Cust: RR408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 8 FROM: TH DrwNo: 123.18.1333.41669 Truss Label: EJ7 KM / OF 05/03/2018 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„ 7' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B 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 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 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. C Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udefl U# Pf: NA Ce: 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 Additional Notes 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. VERT(LL): NA VERT(TL): NA HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.598 Max BC CSI: 0.455 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 a i t • s ATE 0• 0 27s ', S ONA,fa 05/04/2018 23'10"11 M O M d' 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 360 / 61 / 220 / - / 124 D 127 /- /84I- C 169 /81 /67/- 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. 4.0 1.5 1.5 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 (BuildingComponentSfetyInformation, by TPI and SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporarybracinperBeSI. Unless noted olherwlse,top chord shall have properly attached structural sheathing and bottom &Nord shall have a properlyattachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. F7efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinRgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . rrwca,Ivr+++ truss in conformance with ANSI PI 1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7esslonaT engineering responsibility solely for the design shown. The suiTability Suite 150anduseofthisc7iawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIIrPI1Sec.2. Suite 1 FL, 32837 c...,.,,..e r,.nern Sao thk i, h•, no mf nnte, nano ane thece wph _cites ALPINE- www.aloineim.mm: TPI: www.loinst.om: SBCA:-sbdndustrv.com; ICC: www.iccsafe.org Job Number: 20679 Ply: 1 SEQN: 141345 / T16 SY42 Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1417.52043 Truss Label: F1 KM / OF 05/03/2018 9'0"8 10'4"8 18'3' 18'111'8 29'7"8'10"8 9'0"8 + 1'4' 7'10"8 +8" 1018" 2.6.12 —' 1'6"4 2'6"12 --{-- 2'6'12 2'6"12 --}-- 2'6"12 1 11'5"4 I 1'4' 18'10"12 TYP 3X6 =3X4 =3X4 =W=3X4=3X6 A B C D E F G H I J S 3X4[3]J=3X6[6] =3 4 Al AHAG = 3X6[13] =WA3X4 AD C 3X4[17] 29'9" A 29'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W AJ 806 / 81 / 454 / - / - / 7.3TCDL: 15.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.175 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.635 E 544 240 U' 156 / 16 / 88 I - / - / 143 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 AD - AC / 154 Des Ld: EXP: B HORZ TL : 0.051 AD Wind reactions based on MWFRS Code / Misc CriteriaCL10. 00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 AJ Min Br Width Re 1.59q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.410 U Min Brg Width Req = - Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.868 Bearings & AD are a rigid surface. Bearing AJ requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.435 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.1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 731 -2431 F - G 716 -2347 Top chord 42 SP #2 Dense C - D 731 -2431 G - H 716 -2347 Bot chord 4x2 SP #2 Dense D - E 881 -2870 H - 1 716 -2347 Webs 42 SP #3 E - F 882 -2870 Plating Notes All plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table AJ-AI 1409 -452 AG-AF 2867 -882 JT Plate Chord JT Plate Chord AI-AH 2849 -880 AF-AE 1313 -425 No Size Shift Bite No Size Shift Bite AH-AG 2870 -882 AE-AD 1313 -425 3] W 3X4 1.25 L 1.25 [ 61 W 3X6 2.75 L 1.25 13] W3X6 1.75 L 1.25 [17] W3X4 1.25 R 1.25 Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C y 4 AJ- B 502 -1565 F -AF 183 -S75 member design. ! /LCA i4 Right cantilever is exposed to wind B -Al 1130 - 308 AF- 1 1143 - 322 Al- D 165 - 461 1 -AD 478 O.` ••• j° .' •• c•• 1473 Deflection O •• v$;•'• JMaxJTVERTDEFL: LL: 0.18" DL: 0.48". See detail a • DEFLCAMB1014 for $ camber recommendations. O. 648Provideforadequatedrainageofroof. ; Additional Notes #a 2x6 continuous strongback. See detail % ATESTRBRIBR1014forbracingandbridgings :• • recommendations. • ; A ••: Webs are square cut except dbl diagonals or as otherwise shown. * QR QG•`:.9' 8 Truss must be installed as shown with top chord up. #0 ALgull 05/04/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinqg, handlingp shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information, by TPI and SBCA) fb safety to these functions. Installers of BCSI (Building temporarypracticespnorperformingshallprovide bracing per BCSI. Unless noted o herwise,top chord shall have properlyy attached structural sheathinqq and bottom hord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracingc] installed per BC I sections B3, B7 or 910, 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 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 truss ANSI PI for to build the µIn conformance with 1, or handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. 6750 Forum DriveIistingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesinshown. The suigot illtyanduseofthisyawingforisthetheBuildingDesignerANSI/TPI 1 Sec.2. Suite 305anystructureresponsibilityofper For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w .t 'nst.o ; SBCA: www.sbcindust .corn: ICC:—.iccsafe.orcj Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141346 / T21 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1417.53840 Truss Label: F10 KM / DF 05/03/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 15.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 3X4 1 X3 1111 X3 A B T_ T I 10' Wind Criteria Wind Std: ASCE 7-10 Speed: 140 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 42 SP #2 Dense Sot chord 42 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1111 X3 r 2'3"12 Snow Criteria (Pg,PI'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:0(0)/0(0) Plate Type(s): WAVE nW Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.182 Max BC CSI: 0.097 Max Web CSI: 0.028 VIEW Ver: 17.02.01A.1114.20 a ,o FATE OF VO •• NO 278 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W D 104 /7 /59 I- /- /3.3 C 92 /10 /52(- Wind reactions based on MWFRS D Min Big Width Reg = 1.5 C Min Brg Width 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fbr sashipping, practices poor to performing these functions. Installers shall provide temporary bracingper SCSI. Unless noted otherwise,top chord shall have propedy attached structural sheathing and bottom hord shall have a property attachd d id ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections 83, B7 or 610, 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 Buildingg Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a rrwca wnrrc 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 Drivelistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the desi n shown. The sui£ability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 3 FL, 32821Formareinformationseethisjob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com; TPI: wwwAoinst.orq; SBCA: www.sbcindus".com; ICC: www.iccSafe.org_ Orlando Job Number: 20679 Ply: 1 SEQN: 141347 / T30 SY42 Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 17 FROM: RF DrwNo: 123.18.1417.57637 Truss Label: F2 KM I DF 05/0312018 1'4"23'4"8 24'8i8 29"0.8 9,0"8 -{- 1,04"8 13' 1.4 r 5'2" 2'6"12 --}-- 2'6"12 2'6"12 -- -- 2'6"12 2'6"12 -+- 2'6"12 -+- 2'6"12 2'4"4 3X6 =3X4 =3X4 =W=3X4=3X6 =3X6 =3X4 A B C D E F G H I J K L M N O 10, ZI I Y X W V U MT S R Q 3X4 =3X6[61 =3X4 =3X8 =W=3X4 =3X8 =3X4 =3X4 =3X4 1874 i 11'8"4 29"0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 15.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.165 X 999 360 Z 743 / 73 / 414 / - / - 17.3 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.628 X 574 240 T 1543 / 162 / 868 I - / - / 6.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 B - - Q 438 / 37 / 222 I - / - / 7.3 EXP: B HORZ TL : 0.050 B Wind reactions based on MW FRSDesLd: 45.00 Mean Height: 15.00 It ( ) 9 Z Min Brg Width Reg = 1.5Code / Misc Criteria CreepNCBCLL: 10.00 TCDL: 4.2 psf p Factor: 2.0 T Min Brg Width Reg = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.583 Q Min Brg Width Reg = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.823 Spacing:24.0' C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.503 Bearings Z, T, 8 Q are a rigid surface. Bearings Z & Q require a seat plate. Loc. from endwall: not in 4.50 ft F7/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver. 17.02 01 A 1114 20 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 42 SP #2 Dense B - C 481 -2170 H - 1 345 -1679 Sot chord 4x2 SP #2 Dense C - D 481 -2170 1 - J 1212 -285 Webs 4x2 SP #3 D - E 523 - 2378 J - K 1212 - 285 Plating Notes E - F 522 -2374 K - L 133 -813 F - G 345 -1679 L - M 137 - 825 All plates are 1 X3 except as noted. G - H 345 -1679 M - N 137 - 823 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Bot Chord Forces Per Ply (Ibs) No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. Comp. 61 W 3X6 2.50 L 1.25 Z - Y 1281 - 322 U - T 511 - 90 Wind Y - X 2447 - 551 T - S 208 - 432 X - W 2374 -522 S - R 825 -137 Wind loads based on MW FRS with additional C&C fQgU)f! W - V 2369 -522 R - Q 650 -160 member design. c lp4 y V - U 511 -90 Deflection O`, ,• f••J •!•'• ,dYJ-j _ Max JT VERT DEFL: LL: 0.16" DL: 0.53". See detail +.•• '••• I/ Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. Q ••• S • Webs Tens.Comp. Webs Tens. Comp. Z - B 358 -1423 I - T 414 -1707 Additional Notes . 0 648 : B - Y 983 -183 T - K 290 -1131 2x6 continuous strongback. See detail ; :i F - V 195 - 842 K - S 815 -170 STRBRIBR1014 for bracing and bridging = * * = V - 1 1322 -283 N - Q 178 -723 recommendations. 89 r Webs are square cut except dbl diagonals or as otherwise shown. !, Truss must be installed as shown with top chord up. !yQ••••,C Oo`QT'•• f t 40278 NA tooll 05/04/201 s WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Sgfety Information, by TPI and SBCA) far safety practices poor to performing these functions. Installers shall provide temporary bracingper BGSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pe y attachd 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 oftrussand 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µro r,, 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 listingthisdrawinggindicatesacceptanceofpro-fessionar engineering responsibility solely for the design shown. The sui ability Suite 305 anduseofthisr7rawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S9ec.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.sbclndust .win: ICC: wwwJcrsafe.orq Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141388 / T31 SY42 Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 4 FROM: RF DrwNo: 123.18.1418.00020 Truss Label: F3 KM / DF 05/03/2018 10,61, 11'11 "10 19,11 "10 10'6" 1'5"1 8' 2'6"12 -- 1 2,6"12 --}-- 2,6"l 2 2,6"12 2'6"12 —i III 1 X3 W =3X4 1X3=3X10[4] 1111X3 =3X6 Ill 1X3 3X4 Ill 1X3 3X10[161 1112X4 A B C D E F G H I J 1X3=3X8[6]=W=HU312 =3X4 III l7W =3AOL IO1 4X6 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 #1 Dense 72 42 SP #2 Dense: Bot chord 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 41 W3X10 5.25 L 1.25 [ 61 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 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 19,111,10 10' JAo t I O1 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 I U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.395 E 591 360 Q 1084 I - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.691 E 430 240 K 1098- Snow Duration: NA HORZ(LL): 0.057 B - - Q Min Brg Width Req = 1.5 HORZ(TL): 0.079 B K Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing Q is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.869 Bearing Q requires a seat plate. TPI Std: 2014 Max BC CSI: 0.995 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.740 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.1114.20 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. Q- 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 tRpf I B- P 1553 0 L- 1 1533 0 w++ 4 ks FL%A Q"a." P-D 0 -841 1 - K D - N 537 - 268 0 -2176 Deflection estimate assumes composite action with IS single layer of the appropriate span rated glue -nailed $ • J wood sheathing. Webs are square cut except dbl diagonals or as i O • ATE otherwise shown. '. O •. \QP ••a Ja Truss must be installed as shown with top chord up."•`•..•R ••••••d, o 278 "N-4' ON'11, -N+V° awan,xuwtnwa+ 05/04/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI an SBCA) fir safety practices poor to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachetlrigidceillnq. Locations shown for rmanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, ofptruss 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 ,wmvttnlrwry truss in conformance with ANSI PI 1, or for hanc ling shipping, installation and bracing of trussesA seal on this drawing or cover page . , 6750 Forum Drive listing this drawing indicates acceptance of pro-fessionaJ engineering responsibility solely for the design shown. The sui ability Suite 305anduseofthisJawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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 insto ; SBCA: www.sbandust .mm; ICC: -imsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141392 / T28 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DnvNo: 123.18.1418.01847 Truss Label: F3A KM / DF 05/03/2018 10'6" 1 1'11 "10 19,11 "10 10'6" 1'5"1 8' 81 2,6"12 1 2,612 —12'6"12 2,6"12 12'6"12 { I A=3X1g0[ 4] C =3XX6 E = 3F4= W= 3 X4=3X10[16] III2J4 T7 NI iRMR— ME4111imibkmMAE— 0 4X6 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 " J/ PJ - YY-I IVJ IG -1 --L-] Wind Criteria Wind Sid: 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 ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 42 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 42 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: 0.37". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 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 19,111, 10 Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pa: NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.395 E 591 360 Q 1084 Lu: NA Cs: NA VERT(TL): 0.691 E 430 240 T* 549- Snow Duration: NA HORZ(LL): 0.057 B Q Min Brg Width Req = 1.5 HORZ(TL): 0.079 B T Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearings Q & I are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.869 Bearing Q requires a seat plate. TPI Std: 2014 Max BC CSI: 0.995 7.3 24.0 v Rep Factors Used: Yes Max Web CSI: 0.740 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT:0(0)/0(0) Chords Tens. Comp. Chords Tens. Comp. Plate Type( s): WAVE, HS VIEW Ver: 17.02.01A.1114.20 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 C a s. o :• ATE j 0i ••.•...• 0 278Nr ns/ONAL `.\.`t 05/04/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp Q- 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 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, bV TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached dqid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build incTComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u mvcaw wr B truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page listing this drawingg indicates acceptance of proressionar engineering responsibility solely for the desi n shown. The suitability 6750 Forum Dr ve and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this ob's general notes page and these web sites: ALPINE: w al ineit-.com; TPI: w t inst.o ; SBCA: w .sbcindust .com: ICC: w Jccsafeorq Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141396 / T27 SY42 Cust: R408 JRef: 1 WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1418.04290 Truss Label: F4 KM / DF 05/03/2018 1'S"8 19111"10 1'5"8 18'6"2 1'4"12 f — 1 '4" TYP) 3X4 W =3X4 III 2X4 A I Q 4T 11.4 if v L =' 10, R AH AG AC III2X4 3X4 W=3X4 19'11"10 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 AH*109 /- /- /- /- / 239 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 AH Min Big Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 AH - Bearing AH is a rigid surface. Des Ld: 55.00 EXP: NA HORZ(TL): 0.000 AH Bearing AH requires a seat plate. Mean Height: NA ft NCBCLL: 00 TCDL: NA psf Code / Misc Criteria CreepFactor: 2.0 2. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.104 Members not listed have forces less than 375# Load Duration: 1.00 MW FRS 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: 0.031 Loc. from endwall: NA FT/RT:0(0)/0(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02 01A 1114 20 Lumber Top chord 42 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 See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with ifttllpyf 4RIt single wood sheathing. a appropriate span rated glue -nailed S••••, Webs dbl diagonals Q • are square cut except or as otherwise shown. 1 i Truss must be installed as shown with top chord up. 0" 648 ; a • A ; ATE ,•' Q ss 0NAL N1aoz78 ,,, na,,nlip"Mu 05/04/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) handling, safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 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 drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µra, c)~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page. , 6750 Forum Drive listing this drawing indicates acceptance of pro- esslona engineering responsibility solely for the desl n shown. The suiCablllty Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando Suite 30 FL, 32821 For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.altiineitw.com: TPI: www.tpinst.org: SBCA: www.sbandustry.com; ICC: www.iccsafe.orq Job Number: 20679 Ply: 1 SEQN: 141400 / T22 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 123.18.1418.05940 Truss Label: F5 KM I DF 05/03/2018 T 4 v 1 1 4- 9111, + 10'6"$ 18'6"8 r 9,1„ 1'5„8 81 1'1"12 2'612 2'6"12 --f --I f — 2,6"12 --1-- 2,6"12 --{ 1111X3 =W=3X4 1111X3 1XA3 =3X8[41 1111C3 =3X4 1111E3 =3X4 G 1111H3 =3X8[16] =1JX3 W 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 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 10' Q P O N M L 3X8[6] = 3X4 III 1 X3 = 3X8[15] =1 X3 W=H0312 =3X6 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 Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.288 E 752 360 R 1006- Lu: NA Cs: NA VERT(TQ: 0.503 E 547 240 L 1006- Snow Duration: NA HORZ(LL): 0.045 B - - R Min Brg Width Reg = 1.5 HORZ(TL): 0.062 B L Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & L are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.584 Bearings R & L require a seat plate. TPI Std' 2014 Max BC CSI' 0 748 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W3X8 4.50 L 1.25 [61 W3X8 3.50 L 1.25 15] W3X8 3.50 R 1.25 [161 W3X8 4.50 R 1.25 Deflection Max JT VERT DEFL: LL: 0.29" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 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 7.3 7.3 Rep Factors Used: YesRepFactors Max Web CSI: 0.654 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 0) FT/Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.20 B-C 0 -3040 F-G 0 -3032 C- D 0- 3040 G- H 0- 3032 D- E 0- 3662 H- 1 0- 3032 E - F 0 - 3664 Se4-k wx a • ATE OR0 0" SS # o z7s '''N1 01VAt- rw1Vjj1= oatt"a 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 1798 0 O- N 3664 0 Q- P 3625 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- Q 1373 0 M- 1 1366 0 Q- D 0- 646 I- L 0 -1996 D - O 406 - 246 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Se fety Information, by TPI and SBCA) for saery practices prior to performing these functions. Installers shall provide temporarybracingperBSI. 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 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 Joinf-Details, unless noted otherwise. kefer 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 , aw03,,e,,, truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro) esslonaf engineering responsibility solely for the design shown. The suitability 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.lpinsl.org;_SBCA: www.sbandust .com; ICC: —.iccsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141370 I T11 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 123.18.1418.11150 Truss Label: F6 KM I DF 05/03/2018 1'5"8 12'6"8 1'5„8'}' 1'4"12 -}- 1'4" --{ 1-yp) 3X4 A K T 1 1 0' A/ I M 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 (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 Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# 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 JRN G.••• s,a•• ATE441 F 40278 ss/ONAL 05/04/2018 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 revire extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentrevfetyInformation, byY TPI and SBCA) faF safety ractices poor to performing these functions. Installers shall provide temporarybracingperMI. Unless noted olherwise,top chord shall have properlyy attached structural sheathingq and bottom hord shall have a propperly attachd rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer 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 nwcawvw truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of,trussesA Seal on this drawing or cover pa e , , 6750 Forum DriveIistingthisdrawingindicatesacceptanceofproTessionaJengineeringresponsibilitysolelyforthedesinshown. The sui£ablllty Suite 305anduseofthisQrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. Orlando FL, 32821 Pn ,n e iMf fi— see thic Inh'c neneral nnto_c nano and these weh cites ALPINE www.alnineitw.cam : TPI www.toinst.om: SBCA: wvnv.sbdndustrv.com: ICC: w .iccsafe.or(1 Job Number: 20679 Ply: 1 SEQN: 141371 / T19 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DnvNo: 123.18.1418.12660 Truss Label: F7 KM I DF 05/03/2018 1'5"8 9'7"4 1'5"8 8'1"12 — - f- 1,4"12 1'4" --{ TYP) 3X4 1112X4 A H T T O 1112X4 3X4 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 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 Plating Notes All plates are 1 X3 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. 97'4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# 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): WAVE VIEW Ver: 17.02.01A.1114.20 a* * e* s ,a :• ATE J PC 0 278 "'_'%, /ONAL 05/04/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W P 59 /- /- /- /- /7.3 P* 109 I- /- /- /- /108 P Min Brg Width Reg = 1.5 P Min Brg Width Reg = - 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 quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporarryV BGSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply pfates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. k7efer to 60A-Z for standard plate positions. a division of lw 1,orfor m acce ante any s ructure his drawing,any failure to build the on this drawing or cover pa e Le desn shown. The suipability ALPINEm rr.0C117M1Y 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141372 / T6 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1418.16193 Truss Label: F8 KM / DF 05/03/2018 R"8 6'3"4 8 4'9"1 2 1-4.12 —{— 1'4" -{ TYP) 3X4 III 2X4 A F TT T 10' Loading Criteria (psq 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 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. 7"4 4" k— J54" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# 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 e pS ow••US l 'o :• ySTATE O'F 60, 0276y 40SZONAt. t''W 05/ 04/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W L 59 /- /- /- /- /7.2 L* 110 I- l- l- I- /64.0 G 33 I- /- /- /- /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 fabricatinqg, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachedrigidceilinq. Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BC I sections B3, B7 or 10, 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . v a truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 6750 Forum Drive listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the desi n shown. The suiCabllity Suite For and use of this gnawing for any structure is the responsibility of the building Designer per ANSIlTPI 1 Sec.2. 305 For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: wwwAcc:safe.org Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 141373 / T14 SY42 Cust: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Oty: 3 FROM: RF DrwNo: 123.18.1418.19210 Truss Label: F9 KM / OF 05/03/2018 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 42 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others 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. H 8"4 I 3'2"8 i 3" 2'3"4 1111 X3 1X3 =3X4 III1X3 A B C TT 1 10' F E D 1 X3 = 3X4 1111X3 III1X3 10" i 2'4"8 i 3'2"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 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 L/defl L/# VERT(LL): -0.010 A 999 360 VERT(TL): 0.026 A 629 240 HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A Creep Factor: 2.0 Max TC CSI: 0.274 Max BC CSI: 0.125 Max Web CSI: 0.051 VIEW Ver: 17.02.01A.1114.20 s -o •. ATE 4Q. 9 ••' • ;cC SOP'•••• cv r 02 NAt-t !,sit 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 246 /- /- /- /- /4.0 D 116I- E Min Brg Width Req = 1.5 D Min Brg Width Req = - 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 Trusses require extreme care in fabricatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bVy TPI and SBCA) fo'r safety practices poor 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 propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections 63, 67 or 81 Qasapplicable. 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 BuildinqqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwcc,u,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , . 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The sui£ablllty Suite 305 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustryxom; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 20679 Ply: 2 SEQN: 141403 / T33 FLAT Cusl: R408 JRef: 1WaN4080019 7512 - A (MBR Tray) /7512 - A (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: RF DrwNo: 123.18.1418.24100 Truss Label: FG1 KM / OF 05/03/2018 2 Complete Trusses Required 2,2"7 '' 2,6"3 1 2'5" 5 1 2,2"11 1112X4=4X122141 1112C4=4X112[8] III T Li1 10, J I H G K F 5X10[3] 1113X4[5] =4X10 1112X4[9]= 4X12[12] 1'10"7 5„ 2 3 7 H 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 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 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W8 2x4 SP #1 Dense: W4, W6 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) 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 Our.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 9.44 BC: From 10 plf at 0.00 to 10 plf at 9.44 TC: 116 lb Conc. Load at 0.81, 2.81, 3.69 TC: 1098 lb Conc. Load at 1.29, 3.29, 5.29, 7.29 TC: 92 lb Conc. Load at 4.81 BC: 116 lb Conc. Load at 0.81, 2.81, 3.69 BC: 1098 lb Conc. Load at 1.29, 3.29, 5.29, 7.29 BC: 113 lb Conc. Load at 4.81 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 31 W5X10 O 2.75 [4] W4X12 5.25 L 1.25 51 W3X4 S 2.50 (8] W4X12 5.00 R 1.25 9] W2X4 S 2.75 [12] W4X12 O 2.50 Additional Notes Truss must be installed as shown with top chord up. 9'5"4 2'5"3 2'5"3 1'97 1 4'8"10 + 7'1"13 1 8'111 "4 6 9 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): 0.154 C 737 240 J 5927- Lu: NA Cs: NA VERT(TL): 0.269 C 536 180 K 4799- Snow Duration: NA HORZ(LL): 0.031 F - - J Min Brg Width Req = 3.5 HORZ(TL): 0.042 F K Min Brg Width Req = 2.8 Code / Misc Criteria Creep Factor: 2.0 Bearings J & K are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.674 Bearing K requires a seat plate. TPI Std: 2014 Max BC CSI: 0 944 6.0 7.3 0.762 Members not listed have forces less than 375# Rep Factors Used: YesRepFactors Max Web CSI: Maximum Top Chord Forces Per Ply (Ibs) 0) FT/Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver.17.02._1A.1114.20 B-C 0 -7549 C-D 0 -7549 Purlins Maximum Chord Forces Per Ply (Ibs) The TC of this truss shall be braced with attached Chords Tens.Comp. Chords Tens. Comp. spans at 24" oc in lieu of structural sheathing. a VATEs ,a' cc, i t77 V 0 278 i S 0 NAIL 05/04/2018 J- 1 5757 0 H- G 5360 0 1- H 5757 0 G- F 5360 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- J 0- 402 C- H 0 - 746 J- B 0 -6126 H- D 2326 0 B- 1 699 0 D- G 555 0 B-H 1904 0 D-F 0 -5710 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 Componen( Safety Information, bV TPI an SBCA) far safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro perllr yattachedrigidceillnq. Locations shown for permanent lateral restraint bf webs shall have bracinqq installed per BC I sections B3, B7 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. F2efer 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 y ry pQ pWm truss in conformance with ANSI 4PI 1, or for handlM shlppinq, installation and bracing of.trussesA seal on this drawing or cover page , , 6750 Form Drivelistingthisdrawingindicatesacceptanceofpro) esslonaf engineering responsibility solely for the desi n shown. The suifablllty Suite 305anduseofthisqawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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.sbandust .com; ICC: w Accsafe.orq Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 30' Neon Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 moh wind speed. 30' Mean Heloht. PartlaRv Enclosed. Exoosure D. Kzt = LGO S 2x4 Brace Goble Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace a 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 US O P P u PHl 1 / #2 4' 1' 6' Ill 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, ' 0 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10, 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' Standard 3' 10' T 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10, 14' 0' 14' 0' J S P 1 4' 2' 1 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' Ill 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 1 14' 0' 14' 0' aU D rc L 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5• 7' 11• 9. 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10, 3' 11' 0' 13' 11' 14' 0' U 1 / #2 4' 8' 7' II' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Uu S P F P 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7161 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' O fl Standard 4' 5' 1 6' 5' 6' 10' 8' 7' 9' 2' 11' 0 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P 1 4' 10' 1 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 91 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 1F 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 01 rDr L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' a, 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' 1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9• 14' 0' 14' 0' 14' 0' 14' 0' d LD U O S P P LJ PI 3 4' 10' 8' 7' 8' 11' 10, 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10• 8' 7' 8' 1l' 10' 2' 10' 71 12' 2' 12' 81 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' ll' 10' T 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X d x S P 1 5' 4' 8' 10• 9' 2' 10' 5' 10, 10, 12' 5' 12' 11• 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 2• e' 9• 9' 1• 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' t D F L 3 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' 12121 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' Ill 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir 6Is Fit I / #2 Standard 02 Stud 3 Stud1 #3 Standard Dou las Fir -Larch Southern Plnewss 3 #3 Stud Stud Standard Standard Group B, Hen -Fir 1 a Btr 1 Dou las Fir -Larch Southern PRnesss 1 #1 2 #2 Ix4 Braces shall be SRD (Stress -Rated Board). sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable and supports load from 4' Cr outlookers with 2' 0' overhang, or 2- plywood overhang. aYMAbout Attach 'L' braces with lOd (012e'x3.0' mW rxills. able Truss ill For (1) 'L' bracer space nulls at 2' o,c. In 1B' and zones and 4' oc. between zones. Diagonal brace optlory lWor (2) 'L' braces. space na0s at 3' o.c. vertical length may be T In IB' end zones and 6' ac, between zones. doubled when diagonal 18' L' bracing must be a minimum of BOX of web brace Is used Camect 00 L rlenber length dingorxnl brace for 52541 Gable Vertical Plate Sizesateachand. Max web Br ce total length Is 14'. llE llE Vertical Len th No Scitice 2x6 DF-L #2 or better diagonal Less than 4' 0' 2X4 Greater than 4' 01, but rry 3X4 less than 11' 6' Vertical length shown bracer single 8, Greater than — - 4X4 In table above, or double cut see 45• as shown) at L 1 Refer to col•,on truss design For upper endClaPool peak, spike, and heel plates. Bona pnerRefertotheBuildingDeslfor condn tlor minnt of vertical web. Refer to chart ` ve fpr( le not addressed by this datalL VArflmIRes READ NO Fo11v ALL MOM ON THIS IRIIIVIsi wsDPt•[ Wr rURKMH THIS BRAVING To ALL CONTRACTORS DELLMM THE DNSTALMM REF ASCE7- 10-GAB14030 Trusses I " it extreme core h fabrIc.tng, frnd O si pYp, hstallhp and prp p Re/er fey die. it. lat.st ed,tbn or IIM MKOV cam a font Sol, irdarwotfon, by TPI vd YBCID for pprrsc • N ~ chord Ira Mroc p ° UYess noted otlrr.W, tog. cf.ord shell have prapeNy attached structural afro ord lord s ATE DATE 10/ 01/14 DRWG A14030ENC101014 dru have o property ottodrd rlyd casYp Lawilar shorn lay perwvrnt laurel rastrasK M afra have brob.p per ucW or 1110. os aypppllfcaple IpplY plates to eod. Q` Q nFMofthejtrussandushownaboveandmthe ,loe.t IfetoSs, urieu natal otlrr.de. IMVot WyRoofer todraUM-Z far stardvd plate p—Mlono, cL AN fT1NODAAMNYAlper, . dlvfdan e1 ITT' &= Caparnts Crop Iro. dell rot b.r.eperrbR. fay any derhtbr, the truss k. c i/a ormo.x:..ith Atrsl/TPI L a lay /nMup, d,vep, 4 OR P• ewe X. TOT. LD, 60 PSF Riverpon Drive ethis stwl ata, a bra ar true A seal on thb dnsep a' rover pow Usteig thb draeep, e,dcstes e,xsptarnoe oI fs'dr..bV_N` e.y.. raspa ty Wily Ia• t1r d+n dv Tr sulloWty vd uw oI this drasY.e s•••• I/ NA \ _ Suite Suite200MarylandHeights, MO 63043 Car- vq stncirr b t r respv aib •• 9+ u rD M+(Vrn' Pv' ANTI/1PI t Sec2 Far more eKormation sae this Job's general rota and tlrs. eb sf v r AI. Pe rononlpo-rm..can, TPD e.w.tprntarg, SBC*o ...a utr, e,ro, Ica onnij—fearg t1y W kruwlu MAX. SPACING 24.0' CLR Reinf orcing Member Substitution T-Reinforcement This detail Is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement) or reinforcement method Is desired, L-Reinf, 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- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4l 2xB 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x6()Il) 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. W 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',m1n) nalls at 6' o,c, Reinforcing member Is a minimum 80% of web member length. Scab T-Reinf. L-Reinf. 04. F'•. o. 648 • aNAR1O931pe READ AND FmLny ALL mum Ol Tits DRAVDBi nmpOrrAMinm iUll TIDS DRAVDIG TD ALL mfIWCTOtS DCLUBM TrE D6fALLERi - PSF REF CLR Subst. Trnasea .'epiv en.Wwr con I n fabricating, handMg, rnstal and RefRroux. the lateat edwa.n or BCSI WNdYng CornporrM Safat Dy °bia.,ratanw%y Trtb a s ua r .a l p jC D PSF DATE 10/01/14 pra dva pir to p.rfor it. thew ft.tctlans. Install— whall pvrlde t.vq--Y bra per View noted other.be, tap chord Mau have property attached atruct—al ahwwp bottann ATE 0( PSF DRWG BRCLBSUB1014 rrr777 Q 0 aH.0 have a pape.iy attadwd callrp Locations shoen far pert tat.ral restraint o Blau hove hsSaUed per I wn:tbne 33, 27 w BID, as applicable. Apply pl.4s to each r of truss aw a all— .bore and on the Joll Detof., vies noted oth—lae. Refer to dr. IWA-Z for standard plot. psld.— PSF AN RW CXMAMNY Alpine, dro . dr anyof ITV DWdnp Capwants Crow Lac. s1aU not b rrspansWe for Y deviation dinsdroaeng, ory Iof IT t build the truss in cornforworce 11 t be L ar ran hn any d siation O fr• OR d• I ((((,,, S •.r•• \ LD. PSF Srvsa— 0 13723 Riverport Drive seat a, this .ro this dnero. y r•apvuWky solely nor on shorn TM ,aM uw or db do R/ /ONAL DUR. FAC. sole 200 rerpYrerip brWsucttre k the raspv sESlty M the Hiollp Deabrrr pr M61/IP! r secE far wore Inf—tlnn see thle J.W. notes w andthee.b item IJ} fjmtfu SPACING Maryland Heights, MO 63043 gtrr—k ALPDE, wenwr, elle.cow, Tpl, .ee.tphst.org, sBCM etaabA°Antry,—w Im—.1—re.aro lull 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, O Compensates for different deflection characteristics between adjacent trusses, Improves appearance of garage door headers and other long spans that can appear to 'sag,' Avolds 'dips' In roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber 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 criterla 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, L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Units Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 vertical) Roof Trusses Resldentlal Floor Trusses 24 L/360 (vertical) L/240 vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trus 24 0,75' (horizontal) 1,25' (horizontal) Recommended Camber 1,00 x Deflection from Actual Dead Load 1,5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load 0,25 x Deflection from Live Load) + y Design Dead Load Deflection) The following tables are provided as guldellnes for It A0 r'4 limiting dNote, Th e considerably less thaneflection andestimatingcamber, Conditions or . . codes may exist that require exceeding these t . •. recommendations, or past experience may warrant using more stringent limitations.0. 8 ; wAltlmIiiiiiiiii race Alm FRLOV All NUM ON T= B•Avt]ICi • REF DEFLEC/CAMB STAIR- FURMN T= WAVM To ALL > THE DUTALLER& Trusses regA ezt— cor. h febrlcatiro Mndrg, sh pY p, WtallY p ord Re..r • , ; DATE 10/Ol/14 PoUwttsrtatr.t .dtion o BCSI Mddsp Coagon.nt Saf.ty 41(orratfon, by TPI and SDW Ior rty • pr dices prior to parfa F* ft. furm-U n. Instauen shaU provide t.Rsrary bra W o shsUroadoth—ts., tap chord snoe how property attacrd stnctlrot sera AT DRWG DEFLCAMB1014 slwu tare P• p. y stt..h d X —00 Locstwns .tw.n for P.,ro.rnt at.ra rest—M of + +i t, sh.0 ,love Y1sto14d par I uctk— 33, 3 or MO, 4s ocollcobl.. Apgy pates to reds a of and a, b.n d,ay. end an Hr Joint Dirk"., N natal otirralw ` wf. r to dra 16DA-z for stondow plot. podtk/n I / O `P• A4*m a dvblon of ITV A/dnp Cowpo-rits Grpq Inc. shell not b. r.-M-111 . for any d.v ivlon F • ` • ` ANRWthisd-.h , by fol of to buRd th. truss In canformo a aM N61/TPI L or for Irmd tp, shbpbtp ' •• e..••• ftr. a an His d-OV or aver pope tbVv tht. ob—Omw tndtmtes elapta a. proP..•b/W ,, sS/p 13723 RiverponDrive .np.ry p ar 1q s•,•ty fv ihr • Th• s•betb °nd . or thb drag0 '/f Suit 200 Par vry- bs cbrr b tlr. r apvutlity W tir 1i*p D.sbr r ps N61/TPl 1 S.cE/h,_ Maryland Heights, MO 63043 For nor. Mornatbn .e. His Job'. C.n.ra notes ppaapp.. slid th— ..b sites, 'uUrr nanau a ALFM n.. atpV*Mrou TPL .. #Lt too WSBCiv ....sbtlrdustry.orw ICU ..Nccaafesy T' ReinforcingMember Goble Truss Gable Detail For Let -in Verticals Gable Truss Plate Sizes Dproprlate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web, 2* 2X4 2X8 rroviae connecshons ror upurz speonea on nu enghneerea truss aeshgn. Attach each 'T' reinforcing member with End Driven Naftsl 10d Common (0,148'x 3,',min) Nails at 4' o,c. plus 4) nails In the top and bottom chords. Toenalled Nallsh 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 detall for ASCE wind load. ASCE 7-05 Goble Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20 A11530ENCIO1014, A12030ENC101014, A14030ENC101014, 01 A18030ENC101014, A20030ENC101014, A2003CEND101 10 S11515ENC100815, S12015ENC100815, S14015ENC1 518015ENC100815, 520015ENC100815, 520015EN S11530ENC100815, S12030ENC100815, S140 1 69 S1803OENC100815, S20030ENC100815, S2003 D1008 , S2 EDI 15 See appropriate Alpine gable ditn0. for maxim unrelh orc pnb t o i 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. eb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o,c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' VARNDGW- READ AND FRLOV ALL NOTES ON TM[S DRAVMi )hl iORTANTste Flla= nos DRAV= To All CONTRACTORS DCLIAUM TIE INSTALLOM j REF LET -IN VERT Trusws repute extrem, can h fabricating, Fnrdkie, sHppFp, hstoUYn and Dro hp. Refer tam' allow the latest edition of SCSI dYp Corpvwnt Safety Lriorwatbn, by TPI aM sHOU for sa a ATE Q DATE 10/01/14 practkes prior to periawtip tYrse ivictlons. IrotaUers sM4 provkY trnporory bradp per Unless tap have Dolton r rated otherslse, chord sfwll propeNy attndwd strtcthrd Shea and hall he- a properly attached;9 cellY hpp, L-tk- shown for permanent lateral restraint of w shall love bractrhp installed per HEST wct6ra H3, V or 310, as opplk¢ble. Apply plates to each f Q•• , V ••• L OO'O •• Q, DRWG GBLLETIN1014 d ICJ ai irus, and ppoassltlon a, sheen above and on the .bkht Detols, udrss noted otherwise. Refer to draerj 160A-Z far standard pla4 posKbra. 11 1 .• i? e•w• IlANF1WOOMPANY Alp x, w division of 1TV TI Components Grp Inc. shall not be responsHde for any devlstbn this d'ahrkhp, any falhre to bold the toss In conformance wlth ANSI/TPI L or far hhvhdl6hg, shppYhp II cSONP- ` hstaaatlon a br.*Q of trusses. A seal on this drawing or hover UstYnp this drawbo I dcstes -pt.- oP proPes rd k I(/ v MAX. TOT, LD. 60 PSF 13723 Riverpon Drive t'a''y °' "O ' b'aieip ft jUllfV DUR, FAC, ANY Suite 200 fa'' e' r ks h, the Ilult y per 1; ecZ p 2 8 05/04/2018 Maryland Heights, MO 63043 For more lnformatlon see this Jobs general notes pope and thew web stash Au,wwealpkWtwmml TPL w-tphatorgl SHCAh www.sbc tryorgl ICO ewlccsafe.org MAX, SPACING 24,0' STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0• ATTACH SCAB WITH 10d BOX/GUN 4' -0. 2x6 (0.128'x3,0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTEt IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 O 2) 10d COMMON (0148'x3,0') OR BOX/GUN (0,128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3,0') NAILS OR (010d BOX/GUN (0.128'x3A') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-_ 0.148'x3') NAILS OR D( 4) 10d BOX/GUN A28'x3.0') NAILS attachment methods O GBACK BRIDGING G REQUIREMENTS None re ulredI1ra. (.t curter uF2rws0ttetdtV3 t ra.s at W oc 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,' 0-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), o ATTACH • v` • • TO STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0• 648 WWAlaO. WM NO MUN &L W= U1 TM WAVnsa Tj PSF REF STRONGBACKmWMANTs. FU K= n= WAVIM To ALL CUMA M oalMM TIE OQMLLBM Trrs..s requh. tr tr core n farlcotko hsrWp, and RNer m raw. VW wt..t .sta a itsl c.ro..»nt s.F a.,~'at°.n ,y rn dd° iacA1 fw ..F a T DL PSF DATE 10/01/14 pra .. prior to p.rfarKp th.s. f . ciwns Wtalsr. sl 011 proNd. braa AT E h.0 notes othr.l.., top chord h tl hor. prw•r+Y .tft h d hhtrr.cwol irq o -b Ieottpn PSF D R W G Iwl1 how . P—p.ny ottach.d a.ekp L33, 37 hdw.n far p.r,h.,.nt wt.rol r..troM a STRBRIBR1014 shoU brR bro nstoll.d D.r' octlorhs Ci, n ar 1f0, os opp Apply pl.tr. to wdl O Of two om pdospMJ aZ .= .hove and m th. Jobrt n.tob, °r .::01rot.d othe,,01". I • (` y' • PSFAn Wf.r to drasYp. 160 -Z for .t.W-d pest. posrdo v/ • L O Q `O . Atpbr, o dlwah of ITV BJdrp Co rporrnts Grpq Inc. .Ihou not a r..parh.6lm for d.vhtlwh I (1+•''•oss.0080• LDr PSFANRW07MMNYthisdrc.np, o,y f.11rr. to brad" t— n canfor tr ath N4I/TPI L or far horrhi hp, shiny (' A =war` t roy) w.IY— pe h:'dentft .h dmVI °. whd=* Lcc p* tw°r'fs,. 13723 Riverporl Drive WillIarMr. %. rnporseuty o/ the d— a rer pn, A/rn 1 Frn. f4j/ O• s A IP DUR, FAC, 1,00 Suite 200 q/tjnuwlau u Maryland Heights, MO 63043 For — nforrrotlen s.. thb Job's 9nr l rots pna ord thes...b sit— SPACINGALPM .... 4*. t.caro TPI. ...Apkt-V SDGn .....bdrdrutrY-V Iw ...Jcuof.arp 05/04/2018 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Oro 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Oro 100 moh Wind SDeed, 15' Mean Helaht, Partially Enclosed. Excosure D. Kzt a 1.00 S 2"Brace Gable Vertical Spacing ISpecies I Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace is(2) 2x4 'L' Brace an 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 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' a, Il' 10' 3' 10, a, 13' 6' 14' 0' 14' 0' 14' 0' U S P P H P 3 4' 1' 6' 7' 7' V 8' 6' a, 10, 10, 1' 10' 6' 13' 4' 13' 10' 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' Q Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10, 1' 10' 6' 11' 10, 12' 8' 14' 0' 14' 0' J S P 1 4' 6' 7' 4' 7' 8' a, e' 9' 0' 10' 4' 10, 9' 13' 8' 14, 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 7' 8' 7' a, 11' 10' 3' 1 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12, 5' 13' 4' 14' 0' 14' 0' d U IDrL Stud 4' 2' 6' 0' 6' 4' 711' 8' 6' 10' 2' 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 1 / #2 4' 11' 8' 4' a, e' 9' 10, 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' i U S P P H 3 4' 8' 8' 1' 1 8' 8' 9' B' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 8' 8' 1' 8' 6' 9' 8' 10111 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 01 O I Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 1 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' S P 01 5' 1' 8' 5' a, 9' 9' 111 10, 4' 11' 10, 12' 4' 14' 0' 14' 0' 0 14' ' 14' 0' 2 4' 11' 8' 4' a, e' 9' 10, 10' 3' I1' B' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' B' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11, a, 12111 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' d S P F 1 / # 2 5' 5' 9' 2' 1 9' 6' 10' IV 11' 3' 11' e' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' LD U O I 1 r f l r Stud 5' V 9' 0' 9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 8' 9' 3' 9' 8' 10, ill 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 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' I C DrL Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' ymm Aboutable Truss Dlagoral brace option T verticallengthmaybedoubled when dlagorwl IB' brace Is used Connect L dlagoral brace for 450# L' at each end. Max sob Br ce total length Is 14 ilE ill 2x4 DF-L #2 or better diagonal T +I Vertical length shown brace) single 8, i# In table above. or double cut l 45' as shown) at L 1 upper end. Convect diagona at midpoint of vertical web. Refer to chart a v WARNDEise RM AND FOLLOW ALL NOIkT 011 T= DRAWO1i seDFOnANTr FUFJM T X DRAWDIG TO ALL L9ORACTOK DICUMM THE DIFTALIE M Trusses In fabricating, requireextremecarshaMha, sh plr p, IrotollYp and It~ taen f. it- the latest eltbn of 1CSI CHuldYie C-,P. t Safety Lrfwvatbn, by TPI orwi SBW far stet prwctkes prbr to Parr the" functWre. Install- what! P. vids texporary Mroceta per !L ws mUd otherslse, tap deed shall have attached structural shse and 1100 properlyshall have o praperiy attaUed Ndd cMYp Locatbro whom far psrns 1; steed restraM of ml have Installed I 33, 17 1m, to d 11 l-J1 y Pp shall per se or as applicable. Appl plates such 10 of truss and as dawn above and - iVow,bktt Detail., urie" rated aflrrel". ILI' Refer to dw 160A-z far wtsrodord plate podtbru. ANInNODAARWY yywAlp a dvtrlon W m AAdno cowporrnts CroQ Inc sMa not be rorsp-lists far any dsvhtlon f ehp, any faLure to MId the truss h confarworcr with N6I/TPI 1, - for Mrdtsty sl,phle, YntoUatbn L brad,p of trusses. A seat an this dr'aee g a• -over page Ustep this draxii Indicates -ptanv of pro ewdad 13723 Riverpon Drive Suite 200 611,; rYiR respor elty sa4ly for Vow deal- den The sultobLlty and useof this dnosfp Far aystrctewsbtheronwano611tyWt1rBlD6pDeajpayiumTPI1sec2. Maryland Heights, MO 63043 Far noes Infonatlon sse thls J.W. grrrnl rot" p apps and tnese eb when MADE, sesalpieltorcoy TPD e".tpWt.orer 33CIv eee.sbOeustry.ory DX} sseA-fearp e t/ /* e s • eATE• i ' eesseswes4 Bracing Group Species and Grades, Group Al S nice - Pine -Fir Hem -Fir el / #2 Standard 1 #2 1 Stud 3 1 StL 1 03 Standard Dou Ins Fir -Larch Southern Pinesss 3 Stud Standard St& dardj Group B, Han -Fir 1 L Btr pl Douglas Fir - Larch Southern Pbesss 1 #1 2 #2 lx4 Braces shall be SRB (Stress -Rated Board). saFor Ix4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group B values may be used with these grades. Gable I russ Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing ( 5 psf TC Dead Load). Gable end supports load from 4' V outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0128'x3.0' min) nalls. A For ( 1) 'L' brace, space molls at 2' oc, In 18' end zones and 4' o,c. between zones. XWar (2) ' L' braces, space nails at 3' oz. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertical Len tin I No Scolice Less than 4' 0' IIX4 or 2x3 Greater than 4' 0' 1 3X4 4 Refer to corr,on truss design for PR spike, and heel plates. Refer to the Building Designer for conditions not addressed by this detalL TOT, LD, 60 PSF SPACING 24, 0' REF ASCE7- 10-GAB14015 DATE 10/ 01/14 DRWG A14015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Uri 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Uri 100 moh Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace D 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 S P P 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10' 3' 10, 8' 13, 6' 14' 0' 14' 0' 14' 0' 3 4' 1' 6' 7' 7' V e' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' U Stud 4' V 6' 7' 7' 0' 8' 6' e' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' F Sta ndard 4' 6' 7' 4' 7' 8' 1 8' 8' 9' 0' 10' 4', 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' S P 2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11. 10, 3" 10, B. 13' 6' 1 14' 0' 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' cu IDrrL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 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 1 / #2 4' 11' 8' 4' e' 8' 9' 10, 10' 3' 11' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' U S P P 3 4' 8' e' 1' e' e' 9' e' 10, 1' Il' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' e' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' H P Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' O 1 5' 1' 8' 5' e' 9' 9' 11' 10' 4' 1 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' Q S P 2 4' ll' 8' 4' e' 8' 9' 10, 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 1 14' 0' rDr L 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 111 e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' I1' 8' 12' V 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' Q 1 / #2 5' 5' 9' 2' 9' 6' 10, 10, ill 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d LD U S P P t J 3 5' 1' 9' 0' 9' 4' 1 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O fl P Standard 5' V B' 0' 8' 6' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' x d S P 1 5' 8' 9' 3' 9' e' 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' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' CDr L Stud 5' 3' 8' 5' 9' 0' 10, 9' Il' 2' 12' 10' 1 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 5' 1' 1 7' 5' 1 7' 11' 9' 11' 10' 7' 12' 9' 1 13' 3' 1 14' 0' 14' 0' 14' 0' 14' 0' About able Truss Dlagoml brace option vertical length may be T doubled when diagonal IB' W brace is usedused Conti I diagonal brace for 450# L' tlateachencl. Max web Br ce total length is 14'. 2x4 DF-L #2 or 31E 11E better db,gonal T Vertical length shown In table above. 45• bracer single or double cut as shown) at B, IL I 1 upper end. chart n v Comect db.gom at midpoint of vertical web. Refer to WARHI1Ci READ MO FOLLOW ALL NOTES ON THIS OIAVDO a IFITIh 11 ANT- nBB#iH THIS DR11VM TO ALL CLRRACTOts nCLIBUNG THE DISTALLERS. Trussm regite extreir care In fabricating. nordhe. s1 p4, Mtall}jp and prop Refer than IoUow the latest fdtlVi OI SCSI OA/dne Corpar t Soffty 4rfa+ntbn, 6y TPI ord SM/J Par ss wt Iucev prior to perfarNie them fuictbris, Installers shall proiMe tfrporary Yradrop per SCj1 U m noted otherwise, top chord shall have properly attachedstructural shwa ord hottam h shwU havea properly oLocations shorn for perianfnt letfral rfsiroM of shall have Installed per HEST mctfom s.T, 37 or 110, as opplkeble. Apply Wates to esiyn f oftramwadmsheenwboirfwadantheJoe,t Detoss, ieiem rated otlrrwbe. T Refer to dw i 160A-Z /r stondwrd plat pasltlmw. AN RW Y 13, 23 Riverpon Drive suile 200 Maryland Heights, MO 63043 Alper, w dvWwi w ITV &= Comporrnts Crap Iic. s/uU not be rfgrornstlf far aanr yydev6tlon t this draweip, any 4aeure to bid the truss h can ormvx:e with ANSI/TPI 1, or for nanany •h0#eY avtsUation L bracing of lb-s. A seal on this drawIM - more %Usthip this drasng, indicates eooeptwry of pro essEfW fMqnovSfitlown, w-a/ this AidR Ovwbp I S_ P. for nore eiformstbn me *6 ,lob's general rotes gpaappee ord them web waits, ALPINE, wwwdpenrhtw.cvu TPb winiAphst-w SBCIv wmsbOWustry,crai IC0 mwlccsaf irg ATE a .mod w O CBracingGroup Species and Grades, Group AI S ruce-Pine- Fir Her Fir 1 / #2 Standard # 2 Stud 03 Stud #3 Standard Dou has Fir - Larch Southern Plnewss 3 #3 Stud Stud StandardI Standard Group Bi Hem - Fir 1 S. Btr 1 Do u ins Fir -Larch Southern Plnesss 1 #1 2 # 2 lx4 Braces shell be SRB (Stress -Rated Board). ssFor lx4 So, Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards. Group B values may be used with these odes. Gable Truss Detall Notesi Vbtd Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or L- plywood overhang. Attach 'L' braces with 10d (0128'x3.0' mW nails. 1# For (1) ' L' brace, space nulls at 2' oz. In 19' end zones and 4' ox. between zones. MWor (2) 'L' braces, space nalls at 3' oz. In 18' end zones and 6' ac. between zones. L' bracing must be n mintnum of 80% of we member length. Gable Vertical Plate Sizes Vertical Len tin I No Mks Lass than 4' 0' 1X4 or 2x3 Greater than 4' 0' 1 3X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD, 60 PSF SPACING 24,0' REF ASCE7-10- GAB14015 DATE 10/01/ 14 DRWG A14015ENC101014 T RelnfoMonk Go Tr Gable Detail For Let -in Verticals Plate Sizes proprlate Alpine gable detail for it sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overtop, use a to that covers the total area of apped plates to span the web, 2X4 2X4 2X8 rrovloe connections ror upur, speonea on my engineerea sruss wwstgn. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0.148'x 3.',min) Nails at 4' ox, plus 4) nalls In the top and bottom chords. Toenalled Nails, 10d Common (0,148'x3',mIn) Toenalts at 4' o,c, plus 14) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENCI00118, A12015ENC100118, A14015ENC100118, A16015ENCI00118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015P A11530ENC100118, A12030ENC100116, A14030ENC100118, 1G A18030ENC100118, A20030ENC10011B, A20MCENDIOD S11515ENC100118, S12015ENC100118, S14015ENCI SIB015ENC100118, S20015ENC1D0118, S20015EN Marto • S11530ENC100118, S12030ENCID011B, S14030E I S18030ENC100118, S20030ENC100118, S2003 10 S2 D10 18 ` See appropriate Alpine gable detail for maxi- unr forc%d gobl T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-na0. - Or - End-na0. 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 T' Relnf, Mbr. Size T' Increase 2x4 30 X 2x6 20 % Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30Z = 1,30 1) 2x4 'L' Brace Length = B' 7' Maximum 'T' Reinforced Goble Vertical Length L 3 0 x 8' 7' = 11' 2' saVARxDIf READ Amp raLLow ALL MDITs a THIS BRAVM R W : ^ REF LET -IN VERTsTAMTeaFURNMTHISBRAWMToALLCOTRACTINkSDCL=M THE IMSTALIXIM i Trusses require, extreme can In fabrtatitg, handlhp, shipping, instating and bracing. Rafter 10 and C follow the latest Mtbn of ecsl ditg Corporrnt Safety IMorm°ilan, by Tat and s: for .sy • ATE DATE 01/02/2018 practicas prior to par -forming tMse functions. Installers shall provide p"por it y be, per w Unless note otherwise, top chord shall have property attached strurtvrol shesthirtp and • i Q' a shau have a prror pgerty attaOwd rlbld celYio Locations shown farr pplerrmanent lateral restraint of of ^ i • , DRWG GBLLETIN0118 d 0 of°trrss Qndd°ppoosttbon °" sholled wn abooveodbonn ttM HJoint DetalQ°s, unless o teddoother°Mx to each f w'• ./C R \O `•_'• J`Q Refer to dneeps 1fi011-2 for standard plop posftbns. /,f w. ••••O• ss•• ' v AlpFr, a division of ITV Addrq Components Grow ]nc. shaLL not be respanslble for one, deviation f \^- ANITWCOMPAW this iawitp, °ny fasure toAA truss In conformance ww AMSUTPI L or for ka.xAtrg ahIPP11g, /i sliiA' / 1 \' l"' MAX, T T, LD, 60 PSF installationA seal art *& ddraw6 or cover U st,i tpn this dnsYiy hdLYtes o¢fPpry oI profesdvW /// 13723 Riverpon Drive etre e e yrw> hr of ^ TM t.@- ay °^d use of thb afa.itp 1py{{W{gg1N DUR, FAC. ANY Site 200 f•r °"I is tite SuRdrV DmdWw per AMSLIM I SwcP- #0 278 05/04/2018 Maryland Heights, MO 63043 for more etformaticn we this ,lob's Corral rotes page and these web sltwv MAX, SPACING 24,0' ALPM www.slpi ftw c ;rt TPL w-Ap st at SBCAI wew.sbc tryarpt CO eswlccsafe.org RECORD COPY I . I114' 1IBIS' 15T FLOOfR TFU,5& LA'OL T 30' n 0 o p p n 1 1. i i. 1 1 1 1. I 1. I, 1 WE 1" M;cC? j j I I / I I21J / FLOOfR TFl,J&5 LA TOUT NEN SHINGLE LOADING 139 mph. WIND 12 EXPOSURE B 6 4-3/16' HEEL PLUMB CUT ' T1'PIC/4L TRUSS END ALL BEANS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRU55 HANGERS ARE 51111P50N HU52ro OR HGU52io-2 AND ALL FLOOR HANGERS ARE HHU54io UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKE S'-4' HEICsHT 4) HU526 S)HHU546 IS'-O' HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSS TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGMEERM. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUFM AND/OR PLUMBING [AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAM'® BY BUILDER ON APPROVED TRUBB LAYOUT PRIOR TO FABRICATION T1418 COMPANY 18 A TRUSS MANUFACTURER W408E RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN IUMA I-M W 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCLIIENTS INCLUDING THE INSTALLATION AND BRACW. OF TRUSSES MANFACTURED BY THIS COMPANY. UUAi;,:'N INCH CONVENTIONAL FRA11W.a, ERECTION AND/OR PERYINgNT BRACING I NOT THE RESPONSIBILITY OF THE TRU55 DESIGNER PLATE MANUFACTURER OR TRUSS MANUFACTURER PERSONS ERECTING TRUSSES ARE CAUTIPROFESSIONAL ONEDTOSEEKPFESSIONAL ADVICE REGARDING ER ECTION BRACNG U.HICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMMOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN S'ECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONECTED WOOD TRJ55E5 RECOMMENDATION5' 15C51 7006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO BHEATHMG 18 APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TRU88E8 SHALL BE HANDLED WITH REA`' CNA5LE CARE DURINb 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 C . 407- 321-1440 /386-872-5098 /352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DA/ ID WEEKLE r HOMES LOT 15 REAGAN POINTE SCALE I DATE DR.AINN BY JOB NUMBER IM103/ 18 GRH/RL 20fol9 Revision City of Sanford Respons to Comments \`%C Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: I_ per Contact: Submittal Date CA Ph*q QkS - 6J--3-0 Fax: _ Emailrb (ALL Ko @ (V kw-6, crYo- Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Wat er,.,,.e 1 Planning l Engineering Fire Prevention Building General description of revision: nit P ROUTING INFORMATION Approvals RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 15 ReaganPointe 7510A Street: 2982 Gi er CirclePP Builder Name: David Weekley Homes Permit Office: 4City, State, Zip: Sanford ,/FL 32773. Permit Number: - 5 C Owner: CAJIR'Nl t,/G_ . Design Location: FL, Sanford J Jurisdiction: 691500 County: Seminole Climate `SA FO/, Florida Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2872.9 sqft.) Insulation Ar A1RTM 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1387.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1387.00 ft 2 6. Conditioned floor area above grade (ft2) 2174 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(350.5 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U-Factor: Dbl, U=0.34 249.19 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 101.33 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 ft2 a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.365 ft. Area Weighted Average SHGC: 0.338 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft2 None c. other (see details) R= 470.00 ft2 15. Credits Pstat Glass/Floor Area: 0.161 Total Proposed Modified Loads: 72.24 A S SPASSTotalBaselineLoads: 72.26 I hereby certify that the plans and specifications covered by Review of the plans and ST4 this calculation are in compliant i e Florida En specifications covered by this O TRE Code. calculation indicates compliance with the Florida Energy Code. rm,,I " O PREPARED BY: Before construction is completed 19 myDATE: 5-3-Winn Keoan this buildingwill be inspected for compliance with Section 553.908 a t- - a I hereby certify that this ui ing, a designe is i compliance Florida Statutes. with the Florida Energ Co e. COp WE OWNER/AGENT: 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). n} a 5/3/2019 11:04 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 r FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot 15 ReaganPointe 7510A Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2174 Lot # 15 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: 2982 Gipper 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, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2174 19868.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 917 8555.6 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1257 11313 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 95 ft2 13 0.3 0 0.7 2 Floor over Garage 2nd Floor ---- ---- 375 ft2 13 0.3 0 0.7 3 Slab -On -Grade Edge Insulatio 1 st Floor 118 ft 0 917 ft2 0.4 0 0.6 4 Floor Over Other Spade 2nd Floor ---- ---- 787 ft2 0 0.32 0 0.68 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 1462 ft2 230 ft2 Medium N 0.85 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1387 ft2 N N 5/3/2019 11:04 AM EnergyGauge® 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 130 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 SW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 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 12 0 9 4 112.0 ft2 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1 st Floor 7 48 6 9 4 452.7 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 30 0 9 4 280.0 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 8 21.3 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 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 4 in 1 ft 7 in Drapes/blinds Exterior 5 2 SW 1 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 3 SW 2 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 4 in 11 ft 11 in Drapes/blinds Exterior 5 4 SE 3 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 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 4 ft 4 in Drapes/blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 6 ft 2 in Drapes/blinds Exterior 5 7 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 7 ft 8 in Drapes/blinds Exterior 5 8 NE 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 9 NE 6 Metal Low-E Double Yes 0.55 0.43 N 21.3 ft2 15 ft 4 in 1 ft 8 in None Exterior 5 10 NE 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 ft2 1 ft 4 in 11 ft 11 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 ft2 1 ft4 in 1 ft 3 in Drapes/blinds Exterior 5 12 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 54.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 13 NW 8 Metal Low-E Double Yes 0.55 0.43 N 80.0 ft2 6 ft 6 in 0 ft 1 in Drapes/blinds Exterior 5 5/ 3/2019 11:04 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 1 375 ft2 375 ftZ 64 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 2152.4 118.17 222.23 .1976 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 1333 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 90 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 6 434.8 ft Attic 108.7 ft Default Leakage 2nd Floor (Default) (Default) 1 1 5/3/2019 11:04 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 FORM R405-2017 INPl1T SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar X] Mar Apr Apr May MaY X] Jun Jun X Jul Jul Aug rjAu n Sep Oct Oct Nov Nov f HxNovDec X] Dec Ventin Jan Feb X Mar X] A r Ma j Jun Jul Au X] Oct 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/s ft. 0 ft2 0 ft 0.3 2nd Floor 5/ 3/2019 11:04 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* = 100 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. 2174 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. 350.5 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. 13.0 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) 1081. 13.0 2. Masonry (Insulation R-value) 10B2. 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 11d. 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 will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be c m leted based on installed code compliant features. / J Builder Signature Date. Address of New Home: 2982 Gipper Circle City/FL Zip: Sanford, FL 32773 5/ 3/2019 11:04:18 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot 15Reagan Pointe75... DEL --AIR Date: March 16, 2018 iuj=s • = c0mit0 m 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 Project• • For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 31601 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.2°F Latent gain: 4793 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 36393 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31645 Btuh 100% of load Latent capacity: 6790 Btuh 142% of load Total capacity: 38435 Btuh 106% of load SHR: 82% Design Conditions Outdoor design DB: 40.90F Heat loss: 26626 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37879 Btuh 142% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 7.9 kW 1020/6 of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. wrightsoft' 2019-May-03 10:49:46 ACCK w• •, a w.. ,. , Right -Suite® Universal 2019 19.0.07 RSU23828 Page 1 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Cale = MJ8 House faces: SE RDEL-AIR Job: Lot 15 Reagan Pointe 75ComponentConstructions Date: March 16, 2018 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 roject intormation For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29ON Outdoor: Heating Dry bulb (OF) 41 Daily range (IF) - Wet bulb (IF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (IF) 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 Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/h'-°F ft'-°F/Btuh Bluh/ft' Btu Btuh/ft' Btu Wal I s 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 405 0.064 19.0 1.86 755 1.67 676 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud se 202 0.064 19.0 1.86 377 1.67 337 sw 409 0.064 19.0 1.86 762 1.67 682 nw 228 0.064 19.0 1.86 425 1.67 381 all 1245 0.064 19.0 1.86 2319 1.67 2076 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 415 0.167 7.0 4.86 2017 4.35 1805 int fnsh se 88 0.167 7.0 4.86 427 4.35 383 sw 233 0.167 7.0 4.86 1130 4.35 1012 nw 146 0.167 7.0 4.86 709 4.35 635 all 881 0.167 7.0 4.86 4283 4.35 3834 Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 337 0.096 13.0 2.79 942 1.55 523 wood frm, 16" o.c. stud Windows 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 31 0.340 0 9.89 309 22.5 701 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1,33 ft overhang (5.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht 10C-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne 21 0.550 0 16.0 341 27.4 584 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.43); 15.33 ft overhang (8 ft window ht, 1.67 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.89 160 22.5 363 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.92 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, se 31 0.340 0 9.89 309 23.2 723 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.17 ft sep.); 6.67 ft head ht t WPightsoft- 2019-May-0310:49:46 m ..- Right -Suite® Universal 2019 19.0.07 RSU23828 Page 1 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 10 0.340 0 9.89 103 23.2 241 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.33 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, se 16 0.340 0 9.89 154 23.2 362 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6.17 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, se 10 0.340 0 9.89 103 23.2 241 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.67 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, sw 16 0.340 0 9.89 154 20.9 327 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.25 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 12 0.340 0 9.89 119 24.9 299 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1.58 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 0 9.89 237 27.1 650 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.92 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 42 0.340 0 9.89 412 22.5 934 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, nw 80 0.550 0 16.0 1280 39.1 3130 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.5 ft overhang (8 ft window ht, 0.08 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 54 0.340 0 9.89 534 22.5 1212 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 It window ht, 11.27 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type se 24 0.600 6.3 17.5 419 18.6 447 11 DO: Door, wd sc type n 21 0.390 0 11.3 242 12.1 258 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 38.0 0.76 1052 1.42 1972 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb 95 0.050 19.0 1.45 137 0.73 69 ovr 20P-19t: Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 19.0 1.45 549 0.73 275 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 28.8 3396 0 0 wrightsoft- 2019-May-03 10:49:46Zt-. •,. Right -Suite® Universal 2019 19.0.07 RSU23828 Page 2 t15ReaganPointe7510A\LotlSReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL -AIR Pro ect Summary Job: Lot 15 Reagan Pointe75... 1 Date: March 16, 2018 HUM -=CONUMMIG 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 Project• • For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Notes: L. S. 5-3-19 VWK Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 22157 Btuh Ducts 2872 Btuh Central vent (50 cfm) 1597 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 26626 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatina Cooling Area (ftz) 2174 2174 Volume (ft3) 21080 21080 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 AHRI ref 9162578 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF Backup: 8.2 HSPF 41000 Btuh @ 47°F 28 OF 1333 cfm 0.053 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 27044 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 26566 Btuh Ducts 4046 Btuh Central vent (50 cfm) 988 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 31601 Btuh Latent Cooling Equipment Load Sizing Structure 2738 Btuh Ducts 741 Btuh Central vent (50 cfm) 1314 Btuh Outside air Equipment latent load 4793 Btuh Equipment Total Load (Sen+Lat) 36393 Btuh Req. total capacity at 0.75 SHR 3.5 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 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 0.044 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft— 2019-May-03 10:49:46 Right -Suite® Universal 2019 19.0.07 RSU23828 Page 1 tl5ReaganPointe7510A\LotlSReaganPointe7510A.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet AM COMM= 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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name Entire House family 2 Exposed wall 275.0 ft 30.5 It 3 Room height 9.1 ft 9.3 It heat/cool 4 5 Room dimensions Room area 2308.5 W 1.0 x 241.5 it 241.5 ft1 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz-*F) Btut1/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr12E-Osw Frm wall, st 0.064 ne 1.86 1.67 437 405 755 676 0 0 0 0 G 2B-2fv 0.340 ne 9.89 22.45 31 0 309 701 0 0 0, 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 453 415 2017 1805 154 154 748 670 10C-m 0.550 ne 16.00 27.39 21 0 341 584 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 16 0 160 363 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.86 1.67 270 202 377 337 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 31 0 309 723 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 10 0 103 241 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 10 0 103 241 0 0 0 0 yJ t-D 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 112 88 427 383 0 0 0 0 11J0 Frm wall, st 0.600 0.064 se sw 17.46 1.86 18.63 1.67 24 437 24 409 419 762 447 682 0 0 0 0 0 0 0 0 ti12E- Osw 2A-2ov 0.340 sw 9.89 20.94 16 3 154 327 0 0 0 0 2B-2fv - 0.340 sw 9289 24.90 12 2 119 299 0 0 0 0 H/ 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 257 233 1130 1012 0 0 0 0 G 2B-2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0 12E-Osw Frm wall, st 0.064 nw 1.86 1.67 270 228 425 381 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 42 0 412 934 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 280 146 709 635 131 51 246 220 2A-2omd 0.550 nw 16.00 39.13 80 0 1280 3130 80 0 1280 3130 2A-2ov 0.340 nw 9.89 22.45 54 0 534 1212 0 0 0 0 PI 12C-Osw Frm wall, r- 0.096 2.79 1.55 358 337 942 523 0 0 0 0 11 DO 0.390 n 11.35 12.11 21 21 242 258 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 1390 1390 1052 1972 O_ 0 0 0 F 20P-19c 0.050 1.45 0.73 95 95 137 69 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 378 378 549 275 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 918 118 3396 0 242 31 878 0 6 c) AED excursion 1368 780 Envelope loss/gain 17555 20589 3152 48W 12 a) Infiltration 4602 1458 521 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 3600 600 Subtotal (lines 6 to 13) 22157 26566 3673 6025 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22157 26566 3673 6025 15 Duct loads 13 % 15 % 2872 4046 10% 100/0 367 603 Total room load 25029 30613 4040 6628 Air required (cfm) 1333 1333 215 289 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. wrlghtsoYt- 2019-May-03 10:49:46 AC_ZA ' - Right -Suite® Universal 2019 19.0.07 RSU23828 Page 1 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJB House faces: SE DEAIR Right-JO Worksheet LEntire 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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name dining kitchen 2 Exposed wall 34.0 ft 37.5 It 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 193.0 ft 193. 0 ftz 1. 0 x 444.8 ft 444. 8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftL'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 V 12E-Osw Frm wall, st 0.064 ne 1.86 1.67 0 0 0 0 0 6 0 0 2B- 2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0. 0 13A- 7ocs Blk wall, s 0.167 ne 4.86 4.35 51 30 146 130 191 175 851 762 10C- m 0.550 ne 16.00 27.39 21 0 341 584 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 16 0 160 363 12E- Osw Frm wall, st 0.064 se 1.86 1.67 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 2A- 2ov 0.340 se 9.89 23.18 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 2A- 2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0_ 0 y/ D 13A- 7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 51 27 133 119 11J0 0.600 se 17.46 18.63 0 0 0 0 24 24 419 447 12E- Osw Frm wall, st 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 2B- 2fv 0.340 sw 9.._89 24.90 0 0 0 0- 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.187 sw 4.86 4.35 117 93 450 403 107 107 521 467 t_ G 2B-2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0 W 12E-Osw Frm wall, st 0.064 nw, 1.86 1.67 0 0 0 0 0 0 0 0 L- G 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 149 95 463 415 0 0 0 0 2A- 2omd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 54 0 534 1212 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.79 1.55 0 0 0 0 358 337 942 523 11 DO 0.390 n 11.35 12.11 0 0 0 0 21 21 242 258 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 193 34 979 0 445 38 1079 0 6 c) AED excursion 455 231 Envelope loss/gain 3151 3849 4347 2708 12 a) Infiltration 581 184 640 203 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 0 1200 Subtotal ( lines 6 to 13) 3731 4263 14988 4110 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3731 4263 4988 4110 15 Duct loads 110% 101% 373 426 10% 10% 499 411 Total room load 4104 4690 5486 4521 Air required (cfm) 219 204 292 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrightsoft- ZcA Right -Suite® Universal 2019 19.0.07 RSU23828 2019- May-0310:49:46 Page 2 tl5ReaganPointe7510A\ Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL-AIR^ Right-JO Worksheet E°`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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name pwdr mstr bth 2 Exposed wall 16.0 It 23.0 it 3 Room height 9.3 It heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 6.5 x 6.0 it 39.0 ft2 1.0 x 134.0 it 134.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-*F) Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12E-Osw Frm wall, st 0.0064 ne 1.86 1.67 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 56 56 272 244 0 0 0 0 10C-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.86 1.67 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 2A-2ov 0.340 se 9.89 23.18 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 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 H/ D 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 61 61 295 264 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 sw 1.86 1.67 0 0 0 0 99 87 162 145 2A-2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 LL---CCC 2B-2fv 0.340 sw - 9.89 24:90 0 0 0 0 12 2 119 299 y/ 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 33 33 159 142 0 0 0 0 G 26-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 V)/ 12E-Osw Frm wall, st 0.064 nw 1.86 1.67 0 0 0 0 108 108 201 180 G 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 PI - D 12C-Osw Frm wall, r- 0.096 2.79 1.55 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 1613-38ad 0.026 0.76 1.42 0 0 0 0 134 134 101 190 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 39 16 460 0 0 0 0 0 6 c) AED excursion 1-55 56 Envelope loss/gain 1186 595 583 870 12 a) Infiltration 273 87 379 120 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) 1459 681 962 990 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1459 681 962 990 15 Duct loads 1100/0 10% 146 68 18 % 22% 1721 219 Total room load 1605 749 1134 1209 Air required (cfm) 85 33 60 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f Ih- 2019-May-03 10:49:46 Right -Suite® Universal 2019 19.0.07 RSU23828 Page 3 tl5ReaganPointe7510A\Lot/5ReaganPointe7510A.rup Calc = MJ8 House faces: SE 1 DEL AIR Right-JO Worksheet a-=camuno 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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name mstr we mstr rm 2 Exposed wall 4.0 ft 30.0 ft 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 4.0 x 6.0 ft 24.0 IV 1.0 x 237.5 ft 237.5 ftz Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number Btuh/ft2`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 Val 12E-0sw Frm wall, st 6.064 ne 1.86 1.61 0 0 0 0 144 144 268 240 t-G 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0. 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 10C-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 11 2 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 0.064 se 1.86 1.67 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 2A-2ov 0.340 se 9.89 23.18 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 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 y/ t-D 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0_ 0 12E-0sw Frm wall, st 0.064 sw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 24.90 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 213-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 nw 1.86 1.67 36 36 67 60 126 84 157 141 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 42 0 412 934 1 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 G 2A-2omd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 ll----GG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw Frm wall, r- 0.096 2.79 1.55 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 16B-38ad 0.026 0.76 1.42 24 24 18 34 238 238 180 337 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 77 77 112 56 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 9 288 Envelope loss/gain 85 86 1129 1996 12 a) Infiltration 66 21 494 157 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 151 106 1623 2983 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 151 106 1623 2983 15 Duct loads 18/ 229/. 27 24 180/0 22% 2901 659 Total room load 178 130 1 1913 3642 Air required (cfm) 191 61 102 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoTt- 2019-May-0310:49:46 Right-Suite® Universal 2019 19.0.07 RSU23828 Page 4 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL AIR Right-JO Worksheet KU=0'AM CONOMMM 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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name mstr wic util 2 Exposed wall 5.0 ft 6.5 ft 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 98.0 ft 98.0 ft2 8.5 x 6.5 ft 55.3 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number BtutVftZ°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 VfJ 12E-Osw Frm wall, st 0.064 ne 1.86 1.670 0 0 0 59 59 109 98 G 2B-2fv 0.340__ne_ 9.89 22.45 0 0 0 0 0 0 0_ 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 10C-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0_ 0 12E-0sw Frm wall, st 0.064 se 1.86 1.67 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 2A-2ov 0.340 se 9.89 23.18 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 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 Vjl 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0 00 1-- 12E-0sw Frm wall, st 0.064 sw 1.86 1.67 45 45 84 75 0 0 0 0 2A-2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 t 2 213-2fv 0.340 sw_ 9.89 24.90 0 0 0 0 0 0 0 0 y/ 13A-7ocs Blk wall, s vu sw 4.86 4.35 0 0 0 0 0 0 0 0 G 213-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 V)/ 12E-0sw Frm wall, st 0.064 nw 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 y/ 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 P 12C-0sw Frm wall, r- 0.096 2.79 1.55 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 98 98 74 139 55 55 42 78 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-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 18 60 Envelope loss/gain 158 196 151 116 12 a) Infiltration 82 26 107 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 1240 222 258 750 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 240 222 258 750 15 Ducoa 1 18% 221% 43 1 22% 46 166 Total room load 283 271 304 915 Air required (cfm) 15 12 16 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrightsoft- 2019-May-0310:49:46 CGA Right -Suite® Universal 2019 19.0.07 RSU23828 Page 5 11 5R eagan Pointe751 OA\Lot 1 5R eagan Point e751 OA. rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet E°'=-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: Lot 15 Reagan Pointe 751OA Date: March 16, 2018 By: RH 1 Room name bdrm 2 bth 2 2 Exposed wall 14.0 it 0 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 170.8 it 170.8 ft2 10.0 x 5.5 it 55.0 ftz Ty Construction number U-value Btuh/ftZ°F) Or HTM Btuh/ftz) Area (ftz) or perimeter (it) Load Btuh) Area (ftl) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Frm wall, st 0.064 ne 1.86 1.67 0 0 0 0 O 0 0 0 2B-2fv _ 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 10C-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.86 1.67 0 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 2A-2ov 0.340 se 9.89 23.18 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 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 H/ D 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0 0 j 12E-Osw Frm wall, st 0.064 sw 1.86 1.67 126 110 206 184 0 0 0 0 G 2A-2ov 0.340 sw 9.89 20.94 16 3 154 327 0 0 0 0 2B-2(v 0540 sw, 9.89 24.90 0 0 0 0 0 0 0 0 y/ 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 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 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 P 12C-0sw Frm wall, r- 0.096 2.79 1.55 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 16B-38ad 0.026 0.76 1.42 171 171 129 242 55 55 42 78 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 67 67 97 49 52 52 76 38 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 75 9 Envelope loss/gain 586 876 118 107 12 a) Infiltration 231 73 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 300 0 Subtotal (lines 6 to 13) 817 1250 118 107 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 817 1250 118 107 15 Duct loads 18% 22'/ 146 276 18% 22% 21 24 Total room load 963 1526 1 139 131 Air required (cfm) 51 66 7 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4&- wrigtitsoft- 2019-May-03 10:49:46 rA Right -Suite® Universal 2019 19.0.07 RSU23828 Page 6 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet cammri 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: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name bdrm 2 wic retreat 2 Exposed wall 3.0 It 41.0 It 3 Room height 9.0 ft heat/cool 9.0 It heal/cool 4 5 Room dimensions Room area 8.5 x 3.0 If 25.5 ft2 1.0 x 368.3 It 368.3 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftq Load number Btuh/ftZ°F) Btuh/W) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ G 12E-Osw Frm wall, st 0.064 ne 1.86 1.67 0 0 0 0 234 203 378 338 213-2fv 0.340 ne 9.89 22.45 0 0 0 0 31 0 309 701 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 10C-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 1 1 GGG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.86 1.67 0 0 0 0 104 72 135 121 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 31 0 309 723 2A-2ov 0.340 se 9.89 23.18 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 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 y/ D 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0. 0 12E-Osw Frm wall, st 0.064 sw 1.86 1.67 27 27 50 45 32 32 59 53 l 2A-2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 t 2B-2fv 0.340 sw 9.89 24.90 0 0_ 0 0 0 0 0_ 0 yJ 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 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 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 F 12C-Osw Frm wall, r- 0.096 2.79 1.55 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 26 26 19 36 368 368 279 522 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 18 18 25 13 F 2OP-19t 0.050 1.45 0.73 26 26 37 19 17 17 25 12 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 22 Envelope loss/gain 107 91 1517 2504 12 a) Infiltration 49 16 675 214 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) 156 107 2193 2718 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 156 107 2193 2718 15 Duct loads 180/6 22% 28 24 18% 220% 392 601 Total room load 184 130 2585 3319 Air required (cfm) 10 6 138 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ri- 2019-May-0310:49:46 ZcK Right -Suite® Universal 2019 19.0.07 RSU23828 Page 7 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL AIRS Right-J® Worksheet COMMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot 15 Reagan Pointe 7510A Date: March 16, 2018 By: RH 1 Room name bdrm 3 wic bdrm 3 2 Exposed wall 4.5 it 26.0 ft 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 4.5 x 8.0 fl 1.0 x 186.0 It 5 Room area 36.0 ftz 186.0 It, Ty Construction U-value Or HTM Area (ft1) Load Area yt Load number Btuh/ft2-'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 1q/ 12E-Osw Frm wall, st 0.064 ne 1.86 1.67 0 0 0 6 0 0 0 0 G 2B-2fv 0.340 ne 9.89, 22.45 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 IOC-m 0.550 ne 16.00 27.39 0 0 0 0 0 0 0 0 11 LL--GG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 0.064 se 1.86 1.67 41 41 75 68 126 90 167 149 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 10 0 103 241 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 16 0 154 362 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 10 0 103 241 H/ I-D 13A-7ocs Blk wall, s 11J0 12E-0sw Frm wall, st 0.167 0.600 0.064 se se sw 4.86 17.46 1.86 4.35 18.63 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 108 0 0 201 0 0 180 2A-2ov 0.340 sw 9.89 20.94 0 0 0 0 0 0 0 0 t 2 2B-2fv 0.340 sw 9.89 24.90 0 0 0 0 0 0 0 0 Vjl 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 T-G 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 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 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 PIL-D 12C-0sw Frm wall, r- 0.096 2.79 1.55 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 166-38ad 0.026 0.76 1.42 36 36 27 51 186 186 141 264 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 32 32 47 23 184 184 268 134 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 94 Envelope loss/gain 149 130 1137 1665 12 a) Infiltration 74 23 428 136 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 300 Subtotal (lines 6 to 13) 223 153 1565 2100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 223 153 1565 2100 15 Duct loads 18% 22% 40 34 181/6 229% 280 464 Total room load 263 187 1845 2565 Air required (cfm) 14 8 98 112 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgF tsoft- 2019-May-0310:49:46 f&A' ' ^` Right -Suite® Universal 2019 19.0.07 RSU23828 Page 8 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE DEL --AIR Duct System Summary 111MMG • AIR CONtI MIMENG 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 Project For: David Weekley Homes 2892 Gipper Circle, Sanford, FL 32773 Job: Lot 15 Reagan Pointe 75... Date: March 16, 2018 By: RH Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.172 in/100ft 0.172 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 139 ft 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 bdrm2 c 1526 51 66 0.231 6.0 Ox0 VIFx 18.8 85.0 SO bdrm 2 wic h 184 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 SO bdrm 3 c 2565 98 112 0.221 6.0 Ox 0 VIFx 23.8 85.0 SO bdrm 3 wic h 263 14 8 0.225 4.0 Ox 0 VI Fx 21.5 85.0 SO bth 2 h 139 7 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 SO dining h 4104 219 204 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2 family c 6628 215 289 0.184 10.0 Ox 0 VIFx 35.8 95.0 st2 kitchen h 5486 292 197 0.195 9.0 Ox 0 VIFx 28.1 95.0 st2 mstr bth h 1134 60 53 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 3642 102 159 0.192 8.0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 178 9 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 283 15 12 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1605 85 33 0.172 5.0 Ox0 VIFx 44.4 95.0 st2 retreat c 3319 138 145 0.234 7.0 Ox0 VIFx 17.7 85.0 SO util c 915 16 40 0.239 4.0 Ox0 VIFx 15.2 85.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 187 229 0.183 518 9.0 0 x 0 VinlFlx st1 SO Peak AVF 522 611 0.183 571 14.0 0 x 0 VinlFlx st2 Peak AVF 811 722 0.172 581 16.0 0 x 0 VinlFlx Wrlghtsoft- 2019-May-0310:49:47 Right -Suite® Universal 2019 19.0.07 RSU23828 Page 1 tl5ReaganPointe7510A\Lotl5ReaganPointe7510A.rup Calc = MJ8 House faces: SE Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx Wrightsoft• 2019-May-0310:49:47 m Right -Suite® Universal 2019 19.0.07 RSU23828 Page 2 ACCK ... 115ReaganPointe7510A\1ot15ReaganPoint e7510A.rup Calc = MJ8 House faces: SE 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 15 ReaganPointe 7510A Builder Name: David Weekley Homes Street: 2982 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Y Owner: Jurisdiction: 691500 w Design Location: FL, Sanford U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity 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 overlapping 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 Ls. 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 sorinkler cover plates and walls or cemlinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/3/2019 11:04 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R465-2017, 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 P405 duct leakage type indicates anything other than "default leakage", then a completed Form P405 Duct Leakage Test Report (usually one page) 5/3/2019 11:03:48 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 F6C 6th Edition (2017) Compliant Software Page 1 of 1 41 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 Homes Community: Lot: NA Address: 2982 Gipper Circle City: Sanford State: FL Zip: 32773 Air Leakage Test 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 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): F 6.500 x 60 _ 19869 — Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS • Code software calculated EjWhen 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)(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 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: 5/3/2019 11:04:51 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 ti Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 777 2982 Gipper 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 enveld{be. 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)(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. 5/3/2019 11:04 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. R403.1 controls. SECTION R403 SYSTEMS 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(3Kf), (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 (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/3/2019 11:04 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 dose 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation 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 L/min. a. When tested in accordance with HVI Standard 916 5/3/2019 11:04 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 I 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. El requirements 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for 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. 5/3/2019 11:04 AM EnergyGaugeO 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 (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/3/2019 11:04 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 BEDRM 2 Ro u 12.12 yeah 5' bath duct to roof cap w/fan 6'\L6^-LPJ Lu"T-U PIT1ug S re0 12.12 rob BEDRM 3 12x6130 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 4' dryer a.ct to roof van .dryer t box 3.5 ton a/Ske 240v Iph 18x13 pion 24.14 d plotforn by bldr ccole q/8'=1'D' HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K ARDI6TZ m ARD74TZ SARD12TZ DATS C7735A 1000 O TH6320112W8DAGt ® TH63201 MBDAG 40vo trons HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM T FLEXABLE METAL PIPE, INSULATE W/ l3 INDUCTWRAPWALLCµASI to 1Dx10150FRESHAIRDAMPER OUTSIDE AIR DETAIL TD SOFFIT OR WALL CAP Transfer ducts/grilles sized In compliance with Florida Residential Building L J Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch PLAN SOFT. undercut On doors to habitable rooms. iTOTALLnva ay. IsnoonmSECOND FLOOR u NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE 9 ERm,, Must have a Mnimum clearance of 4 Inches around the air handler per the State Enc REAGEN POINTE 40' 2892 UPPER CIRCLE SANFORD, FL 32773 p4ND 2947 JobNa: LDk 15 Block 01 S" 01 0015FIRST FLOOR Rating NOTE: ALL 1 ST FLR. CEILING Gl- 9' - 4' UNLESS NO ED OT flS code. All duct has an r=6 Insulation value. W J W l+. l Z D W 3 O o CL N 1 11) 0 o L7 M L- Q U7 0 CU qt\ Z oN Ca Lu Z Z o LU 3 J Q F— On F— Q J O D Q w mELJIn0O RECORD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,022 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2807 VA total 5807 VA Dryer 5000 VA Disposal 650 VA 0SANFORDDishwasher1200VARefrigerator720VA Water Heater 4500 VA Range. 8000 VA 5 58 Heat 8000 VA " Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 x PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 15, 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. CERTIFIED TO: DAVID WEEKLEY HOMES St. Johns River Water Manaaement District Elevations as shown hereon are referenced to the North SIB = Set Backs, American Vertical Datum of 1988 (NAVD 88), as established as shown hereon are from the from National Geodetic Benchmark "F 711", published site plan as provided by the cl elevation of 127.95 feet. This elevation note per plat) 2892 GIPPER CIRCLE, SANFORD, FL 32773 Area Calculations Total Lot Area= 3,200 sq ft (100%) Impervious Area in Square Feet: Total Impervious Area = 1,827 sq ft (57%) Total House Foot Print = 1,292 sq ft (40%) Total Porch and Deck/Lanai = 160 sq ft (05%) Total Driveways = 320 sq ft (10%) Total Walkways = 39 sq ft (01%) Total A/C Pads = 16 sq ft (0.5%) Total Out Buildings = 00 sq ft (00%) of do q,. 2892 Gipper Circle GIPPER CIRCLE, SANFORD, FLORIDA 32773 L1 L2 C_ S-4.0'5]'28_W-40.00'+(.P—),—S. 40' 51'28" W 110.48'(P) Ic ie ftspecifi v This-is NOT Boundary Survey MAY 2 2/ Zoiq I, Ok to construct single family home with setbacks and impervious area shown on plan. R\ CDINC SAT4FORD PC LocatedPC TraclA QFPARcG v61 a1 v m 5 fl e r i VeSVv Revision: New House - 04/30/19 - BMJ Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 4f = Proposed Elevation T Vv Graphic Scale 60 Field Date: 4/30/2019 Date Completed: 04/30/19 NOTES- I hereby Certify that this Boundary Survey of the above Described Property ispSurveyisBasedupontheLegalDescriptionSuppliedbyClient Abuuing Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. 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 MeDrawnBy: B.J. File Number:IS-46892 PP2 Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, Is Assumed and Based upon the Line Denoted with a•BB'. as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes, Pursuant t ction 472 27 Florida Statutes. Legend- C Calculated PC - Point of Curvature Building Tiesare NOT to be used to reconstruct Property Lines. Centerline Pg. -Page FenceOwnership isNOTde[ermined. atCK..1RF< B Concrete Block PI - Point of Intersection Roof Overhan s, Underground Utilities and/or Footers have NOT been located UNLESS ggrouP EtiTin gr'9d, Q, F, a CMConcreteMonumentP.O.B. -Point of Beginning e9gotherwise noted. FOR Conc. Concrete P.O.L. - Point on Line Sep[Ic Tanks and/or Drainfield locations are approximate and MUST be verified by e uo. s THE 5T° Te D DEDescription DrelnageEasementPP -Power Pole PRM - Permanent Reference appropriate Utility Location Companies. FIRM PatrickK. lrelan 'e'..Feoa,oP... 6637 LB7623 Esmt. -Easement Monument UseofThisSurveyforPurposesother[ hanIntended,WithoutwrittenVerification,Willbe 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 This Survey is intende use of Said Certified Parties. Management Agency R -Radius Construed give ANY Rights or Benefits to Anyone Other than those Certified. IW, YJpr This SUNG NOT VALIDM and Embossed Wth Surveyor's Seal. FFE IP IF, Finished Floor Elevation Red. - Radial Found R&C - Reber 8 Cap Iron Pipe Rec. -Recovered POINTS OF INTEREST - PROPOSED DRIVEWAY &SIDEWALK OVERLAPS EAST EASEMENT Ireland & Associates Surveytir g Inc. LMLength (Arc) Measured Rfd. - Roofed Set - Set %" Reber & LetDocu Signed by: j 800 Currency Circle I Suite 1020 N& D N.R. Nall & Disk Non - Radial Rebar Cap 7623" Typ. - Typical I I f i A Lake Mary, Florida 32746 ORB Official Records Book UE - Utility Easement rrNNN'P EPB10ED63FCAE64EB www.irelandsurveying.com PlalWM - Water Meter P. B. Plal Book A - Della (Central Angle) Office-407.678.3366 FaX-407.320.8165 a- Wood Fence 0- - Chain Link Fence This dncom=_nt had. heen Piectrnnirally signed. using a Digital Signature. Printed j !f collies w:thoul ar, orictina signature nwst l be cerfied using the original electranic f ve rs ion. f µy7tNltliKA/pletb ,! t COA #0 278 No, 708fi 1 ti S TAT£ OF f 00 C3 i1 s,o .•'NA' E ALPINE Fn m,- r('."VAn Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site nformation.U4 Customer.-- Accu-S an Truss Company Job Number: 20679 Jca_D_escri tion: /7510 -A -David Weekley Homes Address:. . Lot 15 - Reagon Pointe, SANFORD, FL Job Engineering Criteria: - Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #: 1 WKQ4080012 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, 30 truss drawing(s) and 9 detail(s). Item. Seal `# - Truss_ 1 121.19.1448.44860 Al 3 121.19.1448.45202 A3 5 121.19.1448.45079 A5 7 121.19.1448.44892 61 9 121.19.1448.45125 C1 11 121.19.1448.44923 EJ7 13 121.19.1448.45000 CJ3 15 121.19.1448.45126 HJ7 17 121.19.1448.44812 FG2 19 121.19.1448.44518 F1A 21 121.19.1448.44767 F2A 23 121.19.1448.44781 F3A 25 121.19.1448.44703 F4A 27 121.19.1448.44751 F5 29 121.19.1448.44517 F6 Item Seal # Truss 2 121.19.1448.44891 A2 4 121.19.1448.44907 A4 6 121.19.1448.45046 A6 8 121.19.1448.44937 B2 10 121.19.1448.45016 C2 12 121.19.1448.44861 CJ1 14 121.19 . 1448.45031 CJ5 16 121.19.1448.44768 FG1 18 121.19.1448.44578 F1 20 121.19.1448.44533 F2 22 121.19.1448.44641 F3 24 121.19.1448.44642 F4 26 121.19.1448.44719 F46 28 121.19.1448.45218 F5A 30 121.19.1448.44563 F6A Florida Certificate of Product Approval #FL1999 Printed 5/1/2019 3:26:26 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. i cc -es. o rq . 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. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = 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.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tl)inst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co Page 2 of 2 SEON: 581371 / T9 COMN Ply: 1 Job Number: 20679 Cust: R408 JRef: 1WK04080012 FROM: CH Oty: 15 17510 - A -David Weekley Homes DrwNo: 121.19.1448.44860 Truss Label: Al / BAF 05/01/2019 T 13 15' T5" 13 7'6"3 11106D 30' 22'6"3 7'6"3 30' TY13 N_ N 20'4" 1'4" 10, 10, i 10' 1'4'. 10, ' T' 20' 30' 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): 0.098 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.172 H 999 180 B 1306 /- I- /670 /572 /256 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - F 1307 /- /- /670 /572 I- EXP: C Kzt: NA HORZ TL 0.063 H Wind reactions based on MWFRSDes .00 Mean Height:( ) NCBCLL: 10.00 24.1OOft Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 4.0 Min Reg = 1.5 TCDL: 4.2 psf F Br Width = 4.0 Min Re 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.535 g q = P Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.955 Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:0(0)/O(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 1327 -2187 D - E 1305 - 1968 Lumber C - D 1305 -1966 E - F 1327 - 2188 Top chord 20 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Loading B - 1 1883 -999 H - F 1884 - 1017 I- H 1259 -526 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind C - 1 449 -372 D - H 754 -433 Wind loads based on MWFRS with additional C&C I - D 752 -433 H - E 449 -372 member design. Additional Notes ytititHtlifrtta Refer to General Notes for additional informationA r"6f i4,f p.708 1 S AT O A%` , •, COA NAy,•'f 05/01 /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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 67 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 16OA-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 ,, r, Coy,,,,., truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawirSg or cover page. , 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 305 and useofthisdrawing, forany structure is the responsibility of the Building Desigrier per ANSI/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.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Odando FL, 32821 SEQN: 581352 / T23 / GABL I Ply: 1 FROM: TH Qty: 1 Job Number: 20679 R510 - A -David Weekley Homes Truss Label: A2 63"15 T5",13 is, 6'3"15 1RX4 7'6"3 L g InP) rr 5X8(R1) H 22'6"3 T6"3 30' T5"13 Cust: RR408 JRef: 1WKQ4080012 D rw N o: 121.19.1448.44891 BAF 05/01/2019 k 1'4" 10, 10, 30' 10' , 20' ' 10, 1'4" 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.023 C 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.044 C 999 180 B 593 /- /- /372 /276 /256 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.011 C - - AO'100 /- /- /48 /47 /- EXP: C Kzt: NA Des Ld. 37.00 HORZ T L): 0.021 C Wind reactions based on MWFRS Mean Height: 24.10 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 4.0 Min Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.430 AO Br Width = 220 Min Re = g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.757 Bearings B & AA are a rigid surface. . Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.519 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any 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 404 -634 D - H 460 -369 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B -AB 512 -190 AB- Y 598 - 135 Bracing a) Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply (Ibs) member. Webs Tens.Comp. Webs Tens. Comp. AC -AB 414 -391 AB- H 636 -401 Plating Notes All plates are 2X4 except as noted. Maximum Gable Forces Per Ply (Ibs) Loading Gables Tens.Comp. Gable end supports 8" max rake overhang. Top H - Y 131 -431 chord must not be cut or notched. p,tuulrlruaku rr rWind. Wind loads based on MWFRS with additional C&C member design. 4 J•er\ •f/y Additional Notes 3 • Refer to General Notes for additional information708 See DWGS A14030ENC101014 & GBLLETIN0118 for 1I gable wind bracing and other requirements. a S AT 0 • cF rs81 N ALAwymnCOA6 l, ri 05/01 /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, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for sa shipping, practicesprior 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 proerly attachedriqidceilingLocationsshownfor _permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face otruss and position as shown above and on the Joinf9Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µM10 pv,., 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 listingthisdrawingindicatesacceptanceofpro) esslonajT engineering responsibility solely for the design shown. The sul ability Suite 305 anduseofthisdrawing, for any structure is fhe responsibility of the Building Desigder per ANSIffPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 SEQN: 581353 / T10 / HIPS Ply: 1 FROM: CH I Oly: 1 wo- 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 " 7'5"13 7'5"13 19 10, Job Number: 20679 7510 - A -David Weekley Homes Truss Label: A3 13' 15, 17' 22'6"3 T 5.6..3 -, 2' 2' T 5,6..3 5X6 =5X6 1112X4 =3X4 III2X4 D E F Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.60 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 #1 Dense :B2 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 30' 10, Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 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): 0.144 J 999 240 VERT(CL): 0.267 J 999 180 HORZ(LL): 0.050 C - - HORZ(TL): 0.092 C Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.929 Max Web CSI: 0.967 VIEW Ver: 17.02.01A.1114.21 a. T08 1 = a S AT 0 • c WyzCOAa N AL 05/01 /2019 Cust: R R408 JRef: 1 WKQ4080012 D rw N o: 121.19.1448.45202 BAF 05/01/2019 30' TY13 ini m 20'4" 10, +1'4" Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1211 /- /- /678 /337 /228 H 1211 /- /- /678 /337 /- 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. B - C 811 -1925 E - F 784 - 1492 C -D 804 -1714 F -G 803 -1714 D - E 785 -1492 G - H 811 -1925 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C B - K 1645 - 582 J - H 1645 - 614 K - J 1166 - 353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - L 587 - 225 E - M 527 - 202 L - E 527 - 202 M - J 587 - 225 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d ricnlid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, Icable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to 3s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,anv failure to build the conformance with ANSIr PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawirSg or cover page this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The sui ability se of this drawing for any structure is a responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE mvcoMrurr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 581354 / T11 / HIPS Ply: 1 Job Number: 20679 Cust: R R408 JRef: 1 WK04080012 FROM: CH Oty: 1 /7510 - A -David Weekley Homes DrwNo: 121. 19. 1448.44907 Truss Label: A4 / BAF 05/01/2019 59"4 . J_. 11' 5,9"4 5712 19' 1 24712 1 30' 8' 1 57' 12 5-9"4 5X6 = 5X6 D E 30' 4" 8'5" 6'7" 6'7" 8'5" 1'4" 12 -'}' 8'5" 15' ' 21'7" 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: 23.10 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 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 Snow Criteria (Pg,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 Fac: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.085 J 999 240 VERT(CL): 0.158 J 999 180 HORZ(LL): 0.035 1 - - HORZ(TL): 0.066 1 Creep Factor: 2.0 Max TC CSI: 0.760 Max BC CSI: 0.706 Max Web CSI: 0.158 VIEW Ver: 17.02.01A.1114.21 N N D 20'4" Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1215 /- /- /681 /340 /199 G 1215 /- /- /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 867 - 2017 E - F 835 - 1816 C - D 835 -1816 F - G 867 - 2017 D - E 739 -1463 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1745 - 651 J - 1 1418 - 497 K - J 1418 - 469 1 - G 1745 - 683 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K -D 414 -135 E - 1 414 -135 05/01 /2019 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. ing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or 610 applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' Nings 160A-Z for standard plate positions. ne, a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the s in conformance with ANSIrf PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , ing this drawing, indicates acceptance of pproTesslonarr engineering responsibility solely for the design shown. The suifablllty I use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. nore information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: w .iccsal ALPINE.n CoMDANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 581355 / T8 / HIPS Ply: 1 Job Number: 20679 Cust: R R408 JRef: 1 WKQ4080012 FROM: CH Qty: 1 17510 - A -David Weekley Homes DrwNo: 121.19.1448.45079 Truss Label: A5 / BAF 05/01/2019 1 1' — Loading Criteria (pso TC L L: 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 " 4'9"4 4'9"4 9' 9' 9' 15' 4712 6' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.60 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 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 a se 21' 1 25'2" 12 30' 6' 4'2"1 2 4'9"4 5X6 III 2X4 5X6 D E F 30' 6' 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 Std: 2014 Rep Fac:Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 21' Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 VIEW Ver: 17.02.01A.1114.21 9' 1'4 30' Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1215 I- I- /678 /540 /171 H 1215 !- /- /678 /540 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Reg = 1.5 H Brg Width = 4.0 Min Reg = 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. B - C 918 - 2039 E - F 923 - 1865 C - D 826 -1800 F - G 826 - 1800 D - E 923 - 1865 G - H 918 - 2039 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 05/01 /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, installingand bracing. Refer to and follow the latest edition of BCSI (Building SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly girl ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610 ile. Apply plates to each face, of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to' 60A- Z for standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,anY failure to build the mce with ANSII PI 1, or for handling, shipping, installation and bracing of;trussesA seal on this drawirSg or cover page in q indicates acceptance of pro) esslonaf engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsat AL NEua my couvu+r 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 581365 / T6 / HIPS Ply: 1 Job Number: 20679 Cust: R R408 JRef: 1 WKQ4080012 FROM: CH Qty: 1 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.45046 Truss Label: A6 / BAF 05/01/2019 fi T 7' 12 6 11710 15' 47'10 3'9"6 18'9"6 23' 30' 3'9"6 47'10 7' 6X8 =3X4 1112X4 =3X4 =6X8 C D E F G 30' 1'4" 7'1"12 39"2 4'1"2 4'1"2 3'9"2 7'1"12 1'4" T1"12 + 10'10"14 15' 19'1"2 22'10"4 + 30' - Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.295 E 999 240 Loc R+ I R- / Rh / Rw / U / RL B 2811 /_ /_ /_ /1297BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.545 E 654 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 C - - H 2811 /- /- /- /1297 /- Des Ld: 37.00 NAEXP: C KztHeight: HORZTL) 0.128 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 22.10 ft Cree Factor: 2.0P B Brg Width = 4.0 Min Req = 3.3 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sfP Bldg Code: FBC 2017 RES Max TC CSI: 0.980 H Brg Width = 4.0 Min Req = 3.3 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.532 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Varies by Ld Case Max Web CSI: 0.625 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 2543 -5532 E - F 3021 -6585 C - D 2810 -6136 F - IS 2810 -6136 D - E 3021 - 6585 G - H 2543 - 5532 Wind Duration: 1.60 WAVE, HS Lumber Additional Notes Top chord 2x4 SP #1 Dense Refer to General Notes for additional information 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: 386 lb Conc. Load at 7.04,22.96 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - N 4878 - 2220 L - K 6201 - 2851 N - M 4904 - 2222 K - J 4904 - 2222 M - L 6201 - 2851 J - H 4878 - 2220 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. C - N 633 - 38 L - F 522 C - M 1640 - 782 F - K 500 M - D 500 -794 K - G 1640 TC: 169 lb Conc. Load at 9.09,11.09,13.09,15.00 r 0.d f+y r,. D - L 323 -420 J-G 633 1691,189120.91H. E 231 794 782 38 BC: 477 lb Conc. Load at 7.04,22.96 tip •w..,.Q 11Q' BC: 127 lb Conc. Load at 9.09.11.09,13.09,15.00 3 a •°'s'• , 16.91,18.91,20.91 • 46• • t+ Plate Shift Table i o.708 1 JTPlateChordJTPlateChordNo Size Shift Bite No Size Shift Bite 9] W3X4 S 2.25 [10) W3X4 1.75 R 1.25 i 17] W3X4 2.25 R 1.25 [18) W3X4 S 2.25 SAT O • - Q, PurlinsA' 111d Inlieuofstructuralpanelsusepurlinstobraceallflat '•s f( ••` TC @ 24" oc. O•..p. r• C•' w,e x Lj~ v Wind COA t t 7s,0 Y A• Wind loads and reactions based on MWFRS. 4rn>aetlo0,,,v 05/ 01/2019 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Build incLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the this drawl truss inconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on g or cover page , , listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability drawing, ANSI/TPI 1 Sec.2. 6750 Forum Drive Suite 305 and useofthisforanystructureisfheresponsibilityoftheBuildingDesigrierperFormore information see this job's geneml notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.l inst.or ; SBCA: www.sbcindust .com; ICC:-.rccsafe.org Orlando FL, 32821 SEQN.581356/ T3 / COMN Ply: 1 Job Number: 20679 Cust:RR408 JRef: 1WKQ4080012 FROM: TH Qty: 1 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.44892 Truss Label: B1 / BAF 05/01/2019 on 6' 6' 4X4 C 12' 6' 12 6 B p "' 4 J E 20,4,. F 2X4(A1) 1112X4 2X4(A1) ift V41" _ 1 6 I 6, 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: W 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: 21.85 ft 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 It 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 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 6' 12' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 F 999 240 VERT(CL): 0.015 F 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.007 F Creep Factor: 2.0 Max TC CSI: 0.386 Max BC CSI: 0.327 Max Web CSI: 0.099 VIEW Ver: 17.02.01A.1114.21 p•N•• o. 7Q8 1 e S AT fl ; o- fi COA W69W8 ON Ili, 05/01 /2019 1'4" --1 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 534 /- I- /318 /231 /127 D 534 /- /- /232 /231 /- Wind reactions based on MWFRS B Brg Width = 4.0 Min Req = 1.5 D Brg Width = 4.0 Min Req = 1.5 Bearings B & D 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 518 - 600 C - D 518 - 600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 - 262 F - D 480 - 262 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µmcoy,*,,., truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum DrivelistingthisdrawingindicatesacceptanceofroTessronarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32821 SEQN: 581357 / T4 / GABL Ply: 1 Job Number: 20679 Cusl: R R408 JRef: 1 WK04080012 FROM: TH Qly: 1 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.44937 Truss Label: B2 / BAF 05/01/2019 no M VM 4y'3 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' 6' f 4' , =4XD4 TYP) j- 12' 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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 Refer to General Notes for additional information See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 6' 6' 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 12' 6' 6' 12' 1'4" -" on u7 M 20'4" Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.002 H 999 240 Loc R+ I R- / Rh / Rw / U / RL VERT(CL): 0.003 H 999 180 B' 89 /- /- /40 /38 /11 HORZ(LL): -0.001 J - - Wind reactions based on MWFRS HORZ(TL): 0.002 H - - B Brg Width = 144 Min Req = - Creep Factor: 2.0 Bearing B is a rigid surface. Max TC CSI: 0.253 Members not listed have forces less than 375# Max BC CSI: 0.097 Max Web CSI: 0.096 VIEW Ver: 17.02.01A.1114.21 05/01 /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, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build incL Components Group Inc.shall not be responsible for any deviation from this drawino any failure to build the µw,oyq,,,,. g, trussinconformancewithANSI/TPI 1, or for handlinshipping, installation and bracing of trussesA seal on this dr wing or cover paqe , 6750 Forum Drive listing thisdrawingindicatesacceptanceofpro)esslona engineering responsibility solely for the design shown. The sui£abllity Suite 305 and useofthisdrawingforanystructureis [he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t i nst.or ; SBCA: www.sbcindust .com; ICC: —.iccsafe.org Orlando FL, 32821 SEON: 581358 / Ti / COMN Ply: 1 Job Number: 20679 Cust: R R408 JRef: 1 WKQ4080012 FROM: MT I Oly: 2 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.45125 Truss Label: C1 / BAF 05/01/2019 6' 6' 4X4 C 12' 6' T 12 5 o_ N B D y' A E F 2X4(A1) 1112X4 = 2X4(A1 I Loading Criteria (pso TC L L: 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--- 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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 12' T r V M 10, 6' 6' 1 4 —{ 6' 12' 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): 0.012 F 999 240 Loc R+ I R- / Rh / Rw / U / RL B 530 /- /- /304 /157 /94Lu: NA Cs: NA VERT(CL): 0.022 F 999 180 Snow Duration: NA HORZ(LL): 0.005 F - - D 530 /- /- /304 /157 /- HORZ(TL): 0.009 F Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.322 D Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.333 Bearings B & D are a rigid surface. Rep Fac: Yes Max Web CSI: 0.098 Bearings B & D require a seat plate. FT/RT:O(0)/0(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21WAVE B - C 527 - 669 C - D 527 - 669 f o. 708 1 s a - wQ COA W.80NA <<' 05/01 /2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 570 - 329 F - D 570 -329 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, byy TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or 10, icable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Roller to s 160A-Z for standard plate positions. a division of ITW Buildingg Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of irussesA seal on this drawing or cover page , this drawing indicates acceptance of proTesslonar engineerinresponslbili solely for the design shown. The sui ability se of this drawing for any structure is the responsibility of the Building Desig er per ANSI/TPI 1 Sec.2. ALPINE CCMPAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 581359 / T2 / GABL I Ply: 1 FROM: MT Qty: 1 Job Number: 20679 7510 - A -David Weekley Homes Truss Label: C2 6' 12' 6' 6' 4 + 2' TYP) 4X4 D CusL RR408 JReL 1WK04080012 D rw N o: 121.19.14 4 8.4 5016 BAF 05/01/2019 12 T 5 r` V B F r 4 — I G --(I 10 2X4(A1) = 2X4i f-- 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 Des W.37.00 EXP: C Kzt: NA Mean Height: 15.00 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 Refer to General Notes for additional information See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 12' 12' 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 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 H 999 240 VERT(CL): 0.004 H 999 180 HORZ(LL): -0.001 H - - HORZ(TL): 0.002 H Creep Factor: 2.0 Max TC CSI: 0.220 Max BC CSI: 0.105 Max Web CSI: 0.082 VIEW Ver: 17.02.01A.1114.21 H. Alp t •....• / , zt •' o. 708 1 SAT O 4 A' COA bZ28 05/01 /2019 1'4" -- Maximum Reactions (lbs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F' 88 /- /- /38 /26 /8 Wind reactions based on MWFRS F Brg Width = 144 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceillnp Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build inccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N rrWco,,,,,,,. 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 listingthis drawing, indicatesacceptanceofproesslonaenineermresonslbilltysole) for the design shown. The suifabili Suite 305 and se ofthisdrawingforanystructureisfheresponslbiliWoftheBuildingDesig%r per ANSI/TPI 1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwwApiinst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Orlando FL, 32821 SEON:581360/ T22 / EJAC Ply: 1 Job Number: 20679 Cust:RR408 JRef: 1WK04080012 FROM: CH Qty: 9 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.44923 Truss Label: EJ7 / BAF 05/01/2019 T3 Loading Criteria (psf) TC L L: 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 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: 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 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. C Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.013 D HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.598 Max BC CSI: 0.455 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 o. T08 1 o•. S AT O ' Q io COA t>W.S OVAL o 05/01 /2019 23'10"11 M O N lfl V 20,4„ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 360 /- /- /250 /123 /178 D 127 /- /- /92 /12 /- C 169 /- I- 173 /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# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of 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. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Bu ildin(Lc 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 listingthisdrawingindicatesacceptanceofproessrona, engineering responsibility solely for the design shown. The suitability Suite 305 anduseofthisgnawingforanystructureispe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Orlando FL, 32821 SEON: 581361 / T14 / JACK Ply: 1 Job Number: 20679 Cust: RR408 JRef: 1WK04080012 FROM: CH Oty: 4 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.44861 Truss Label: CA / BAF 05/0112019 12 6 F 4"3 V -'/ 0 i L0 LO 1' 1' 4" 1' 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/deft 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): -0.000 D Des Ld: 37.00 C NA HORZ(TL): 0. 000 D Misc Criteria NCBCLL: 10.00 Mea HeightMeanHeight: 20. 60 ItCode TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2. 00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.261 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 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 Wind Duration: 1.60 WAVE LumberTopchord2x4SP #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" 0.5") toe -nails at top chord. Provide (2) 16d common(0.162" x3.5") toe -nails at bottom chord f 4 HI/ o. 708 1 0SAT4 C0AA l$A y( (((.1 t(NAi. — 05/ 01 / 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 I- C - /- 36 /- /36 /45 /- 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 Trusses require extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent 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 Joint Details, unless not otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the-t,wco,,,,,Jr, truss in conformance with ANSI Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g or cover page 6750 Forum Drive listing this drawing indicates acceptance of pproTesslonar engineerinq responsibilitty r solely for the design shown. The suitability and use of this gnawing for any structureistheresponsibilityoftheBuildingDesig%r per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: w .t inst.or ; SBCA: www.sbcindust .com; ICC: —.iccsafe.org Orlando FL, 32821 SEQN: 581362 / T21 / JACK I Ply. 1 Job Number: 20679 Cust: R R408 JRef: 1 WK04080012 FROM: CH Qty: 4 f 510 - A -David Weekley Homes DrwNo: 121.19.1448.45000 Truss Label: CJ3 / BAF 05/01/2019 C 12 2110"11 6 M O Ln B r- n 4 N 20'4n A p — 2X4(A1) 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: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 3' JI 3' Snow Criteria (Pg,Pfin 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 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. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.297 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 S r 1•tt•.. t+.• ; i. r e i p 1o. 708 a' • S AT O c iO•, ,,• 05/01 /2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 222 I- /- /167 /85 /85 D 50 /- /- /40 /3 /- C 59 /- /- /20 /45 /- 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 Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a properly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracin insTalled per BCSI sections $3, 67 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,anvy failure to build the u nwco~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawl or cover page .. 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite Fos anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ;cSBCA: www.sbcindust .com; ICC: www.iccsare.org Orlando FL, 32821 SEON:581363/ T16 / JACK I Ply: 1 Job Number: 20679 Cust:RR408 JRef: 1WK04080012 FROM: CH Oly: 4 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.45031 Truss Label: CJ5 / BAF 05/01/2019 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 " Is] 22'10"11 I 12 6 M O u7 V t17 M B V20'4" A D yarnl 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 It 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. 51 5' Snow Criteria (Pg,Pf in PSF) Pg: NA CC NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I 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. Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.004 D HORZ(TL): 0.007 D Creep Factor: 2.0 Max TC CSI: 0.287 Max BC CSI: 0.223 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 o :• S , AT 0 efi COA QPION 05/01 /2019 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 I- /- /206 /102 /133 D 89 /- /- /64 f7 /- C 116 I- /- /49 /88 /- 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 Trusses require extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riqqid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinqqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µCo,,,,,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of pro esslona. engineerincl responsibilittyv solely for the design shown. The sui ability Suite 305 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesig%r per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32821 SEQN: 581364 / T33 / HIP_ Ply: 1 Job Number: 20679 Cust: R R408 JRef: 1 WK04080012 FROM: CH Qty: 2 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.45126 Truss Label: HJ7 / BAF 05/01/2019 5'3"5 5'3" 5 9'10"1 4'6"1 1 17 23'10"6 J a320'4" A 1FE 2X4(A1) = 4X4 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 " Lumber f- 11101,10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: C KzC 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 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 9'4"l 9'4"l Snow Criteria (Pg,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 Fac: No FT/RT:0(0)/0(0) Plate Type(s): WAVE Top chord 2x4 SIP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SIP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. 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. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in Ioc Udell U# VERT(LL): 0.026 F 999 240 VERT(CL): 0.048 F 999 180 HORZ(LL): 0.007 F - - HORZ(TL): 0.013 C Creep Factor: 2.0 Max TC CSI: 0.517 Max BC CSI: 0.735 Max Web CSI: 0.269 VIEW Ver: 17.02.01A.1114.21 05/01 /2019 N'10"1 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 398 /- I- 188 I- E 350 I- /- 65 /- D 216 I- /- 172 /- Wind reactions based on MWFRS B Brg Width = 4.9 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - 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 358 - 557 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -F 521 -319 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 349 - 570 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl id ceilin Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, as applicable. Applgy Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,anv failure to build the woo aµtruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover paqe , , 6750 Forum Drive listingthis drawingindicatesacceptanceofproesslona. en ineerinq res onsibilittvy sole) for the desi n shown. The suifabrll Suite 305 and seofthisdrawing, forany structure is the responsibilityofthe Building Deslgder peryANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.orq Orlando FL, 32821 Job Number: 20679 Ply: 3 SEQN: 602523 / T7 / FLAT Cust: R R408 JRef: 1 WK04080012 7510 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 121.19.1448.44768 Truss Label: FG1 KM / DF 05/01/2019 3 Complete Trusses Required T v 272 1' 4'10"7 1 7'2"13 973 11,11"9 I 14'3"2 16'10" 27 2 2,3"6 1 2,4" 6 1 2,4"6 2'4"6 I 2'310 2'6"14 11122X4=3X110[4) 1112X4 = 3X4 = 3X4 = 5X6 = 3X 10 18] 1112X4 C D E F H 6X6[3] =4A IL[Y1) IIZA4=4x1Z[1 /] H 0510 1112X4 Loading Criteria (psf) TC L L: 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 " 3'8" 1'0"15 27'10 3'8" 4'8"1 5 7'4"9 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 2x4 SP #2 Dense Bot chord 2x6 SP #2 :132 2x6 SP SS: Webs 2x4 SP #3 Nailnote Nail Schedule: 0. 1 28"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. 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 100 plf at 0.00 to 100 plf at 2.48 TC: From 50 plf at 2.48 to 50 plf at 16.83 BC: From 10 plf at 0.00 to 10 plf at 2.48 BC: From 5 plf at 2.48 to 5 plf at 16.83 TC: 913 lb Conc. Load at 2.48, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3) W6X6 S 3.50 4] W3X10 4.00 L 1.25 9] W4X12 5.75 L 1.25 17] W4X12 5.50 R 1.25 18) W3X10 4.25 R 1.25 21] W4X6 S 1.50 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 16'10" 2'0"14 27 13 + 4,9"3 9'5" 7 12'0"13 16'10" 10' I 4X6[21] Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W 0 3940 / - / - I - / - / 8.0Pf: NA Ce: NA VERT(LL): 0.358 L 565 360 Lu: NA Cs: NA VERT(TL): 0.626 L 410 240 1 4429 / - / - / - / - / 4.5 Snow Duration: NA HORZ(LL): 0.054 A - - 0 Min Brg Width Req = 1.5 HORZ(TL): 0.075 A Creep Factor: 2.0 I Min Brg Width Req = 1.7 Bearings 0 & I are a rigid surface. Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.929 Bearing 0 requires a seat plate. TPI Std: 2014 Max BC CSI: 0.953 Rep Factors Used: Yes Max Web CSI: 0.921 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): VIEW Ver: 17.02.01A.1114.21 B - C 0 -4913 E - F 0 -4841 C- D 0 -4913 F- G 0 -4841 WAVE, HS Additional Notes D - E 0 - 5947 Truss must be installed as shown with top chord up. F'- 1 e rN 4 • i i o. 708 1 SAT 0 V COAb rarvA Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O- N 3120 0 L- K 5947 0 N-M 3120 0 K -J 5942 0 M- L 5945 0 J- 1 3104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 0-B 0 -3318 E -J 0 -1188 B- M 1935 0 J- G 1875 0 C- M 0- 389 G- 1 0- 3294 M - D 0 -1114 05/01 /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, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc.. shall not be responsible for deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of ro) esslonarr engineering responsibility solely for the design shown. The suifabllity and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALPINE R cQwVN+ Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20679 Ply: 2 SEON: 602524 / T27 FLAT Cust: R R408 JRef: 1 WK04080012 7510 - A -David Weekley Homes Qly: 1 FROM: CH DrwNo: 121.19.1448.44812 Truss Label: FG2 KM / OF 05/01/2019 2 Complete Trusses Required 2'814 54"1 T11 "3 1 10'6" 6 13'3"4 2'8"14 27'2 r 272 1 272 1 2'814 III2X4 3X10 1112X4 1112X4 3X10 1112X4 A (a) B C D E F a) v 10' J I H K G 4X6[3] 3X6[5) 3X6[8] 4X6[12] 5'0"13 5'0"13 Loading Criteria (psi) 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 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.00" 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 100 plf at 0.00 to 100 plf at 13.27 BC: From 10 plf at 0.00 to 10 plf at 13.27 TC: 822 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3) W06 2.00 L 2.00 ( 51 W3X6 1.50 R 1.25 8] W3X6 2.00 L 1.25 [12] W4X6 2.00 R 2.00 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 13'3" 4 3'1"2 8'1 "15 Snow Criteria (Pg,Pf in PSF) Pg: NA CC NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.224 D 709 240 VERT(TL): 0.393 D 516 180 HORZ(LL): 0.035 A - - HORZ(TL): 0.048 A - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.845 TPI Std: 2014 Max BC CSI: 0.747 Rep Factors Used: Yes Max Web CSI: 0.927 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Additional Notes Truss must be installed as shown with top chord up i o. 708 1 s SAT 0 Q COA Q8;/0NAt• 05/01/2019 5'1"5 1T 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 3038 /- /- /- /- /7.3 K 3356 /- /- /- /- /5.5 J Min Brg Width Req = 1.8 K Min Brg Width Req = 2.0 Bearings J & K are a rigid surface. Bearing J 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 B- C 0- 5281 D- E 0- 5282 C - D 0 - 5380 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J- 1 3738 0 H- G 3819 0 1 - H 5380 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- B 0- 3929 D- H 0 - 645 B - 1 1656 0 H -E 1571 0 1- C 0- 657 E- G 0- 4007 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable. Apply Oates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawino any failure to build the µ,,,,,Co,,,,,,,,. truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofprolesslonarengineer'inq responsibility solely for the design shown. The suit -ability and useofthisdrawing, forany structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602512 / T32 / SY42 Cusl: R R408 JRef: 1 WK04080012 7510 - A -David Weekley Homes Qty: 4 FROM: TH DrwNo: 121.19.1448.44578 Truss Label: F1 KM / DF 05/01/2019 9'3" 10'6'4 23'6"4 24''6" 29'l0"8 r 9'3" + 1'3"4 13' 11"126"5'4"S 12 33I2'6"12 --1 — 76"12 f 2,6"12 T 2'6"12 T 2'6"12 T 2'6^12 — 2'6"12 1 f — 2,6"12 { W=3X4 3X8 =3X4 =3X4 =3X10[16) --4X6 UX 24) A B C D E F G H I J K L M N O a R9 I ZI-1 Y X W V U ISIT 10' S R I IQ 3X6=3X6[6) =3X4 —3X10 =W=3X4 =4X10 3X6 =3X4 =3X4 18'4" Tlk1 t'6"8 29'10"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 L/defl L/# Loc R I U / Rw / Rh / RL / W Z 905 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.253 E 856 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.492 E 609 240 T 1937 / - / - / - / - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - Q 551 / - / - / - / - / 7.3 Des Ld: 55.00 EXa NA HORZ TL 0.056 B Z Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 HeMeanHeight: NA ft Creep Factor: 2.0 T Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psfP Bldg Code: FBC 2017 RES Max TC CSI: 0.914 Q Min Br Width Re 1.5gq = Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max CSI: 0.738ax Bearings Z, T, & Q are a rigid surface. Bearings Z & Q require a seat plate. Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.780 Loc. from endwall: NA FT/RT:0(0)/0(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: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0- 2620 H- 1 0- 1942 Top chord 4x2 SP #2 Dense C - D 0 - 2620 1 - J 1799 0 Bot chord 4x2 SP #1 Dense :132 4x2 SP #2 Dense: D - E 0 - 2860 J - K 1799 0 Webs 4x2 SP #3 E - F 0 - 2857 K - L 374 - 1069 Plating Notes F - G 0 - 1942 L - M 363 - 1082 G- H 0 -1942 M- N 357 - 1078 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 Bite Z - Y 1592 0 U - T 505 -183 6] W3X6 3.00 L 1.25 [16) W3X10 5.50 R 1.25 Y - X 2980 0 T - S 450 - 936 24] W3X4 2.25 R 1.25 X - W 2857 0 S - R 1082 - 363 Deflection W- V 2852 0 R- Q 864 -78 Max JT VERT DEFL: LL: 0.25" DL: 0.27". See detail,tal1f+rtitfl7f' flph/ r`f'4DEFLCAMB1014forcamberrecommendations. 11Ayyp" H V - U 505 -183 k,( Additional Notes INXo+ *!t jj f1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. GE v . i2x6continuousstrongback. See detail `: - Z - B 0 -1769 V - 1 1638 0 STRBRIBR1014 for bracing and bridging / B- Y 1137 0 I- T 0- 2221 recommendations. y Y-D 0 -398 T-K 0 -1518 Deflection estimate assumes composite action with = i , D - X 217 -421 K - S 1016 0 single layer of the appropriate span rated glue -nailed F - V 0 - 1129 N - Q 86 960 wood sheathing. ; Webs are square cut except dbl diagonals or as ;• S AT 0 otherwise shown. • w rF Truss be installed must as shown with top chord up. • , : COA NA. 05/01 /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, installingand bracing. Refer to and follow the latest edition Component Information, by TPI for functions. Installers of BCSI (Building Safety and SBCA) safely practices prior to performing these shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have attached structural sheathinq and bottom chord shall have a properlyproperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin inslalied per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,co,,— truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofroesslonaengineeringresponsibilitysolelyforthedesignshown. and use of this drawing, forany structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. The suifablllty Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: —.iccsare.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602513 / T29 / SY42 Cusl: RR408 JRef: 1WK04080012 7510 - A -David Weekley Homes Oly: 1 FROM: CH DrwNo: 121.19.1448.44518 Truss Label: F1A KM / DF 05/01/2019 29' 100"8 1'S"8 26'3"14 27 7,"8 1'5''8 24' 10"6 8" i - 2'6,. -{ j (- 234 10 TYP) 91,10 3' 2•s••,z—Ir -I II 412 1'4" 1 TYPy 3X4 3X4 = W=3X4 = 3X4 A L T u V W 10' AU AT I AG AB AA Z I ly 3X4 = =3X4 =_3X4 = 3X4 1 T 11 "4 5'4"12 6.2..14 z9' 10"8 { Loading Criteria (psf) TC L L: 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 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 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 (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or `=PLF 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): 0,012 Z 999 360 AU-111 / - l - I - l - / 215 Lu: NA Cs: NA VERT(TL): 0.022 Z 999 240 AG'91 / - / - / - / - / 64.8 Snow Duration: NA HORZ(LL): 0.002 Y - - AB 451 / - / - / - / - / 7.3 HORZ( TL): 0.003 Y Y 328 / - / - / - I - / 7.3 Code / Misc Criteria Creep Factor: 2.0 AU Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.347 AG Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.161 AB Min Brg Width Req = 1.5 Rep Factors RepFactors Used: Yes Used: Max Web CSI: 0.127 Y Min Brg Width Req = 1.5 Bearings AU, AG, AB, & Y are a rigid surface. FT/ Bearings AU, AG, AB, & Y require a seat plate. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. U - V 0 -396 o. 708 1 SAT d ; Q, t COA' $ QNA11 N k. ftme" IPWA,ate" 05/ 01/. I9 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for satety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3. B7 or B10 e. Am% plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. I'2efer toMaximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. AB -AA 395 0 Z - Y 396 0 AA- Z 396 0 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. AB-U 0 -458 V-Y 0 -441 Alpine, a division of ITW Buildino_ 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 sea( on this drawing or cover page. . listing this drawing, indicates acceptance of ppro essiona engineerinq responsibility solely for the design shown. The sui ability and use of this c7 awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineirw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE M1 11011~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602514 / T20 / SY42 Cust: R R408 JRef: 1 WK04080012 7510 - A -David Weekley Homes Qty: 6 FROM: CH DrwNo: 121.19.1448.44533 Truss Label: F2 KM / DF 05/01/2019 f 9'3" 1 10'6"8 23'0" 12 9'3" 1'3"8 12'6"4 L3 i 3" 1 2'6"12 --} — 2'6"12 — 2'6"12 2'6"12 2'6"12 --}-- 1-10" W=3X4 3X8[4) =3X4 3X4 3X10 =3X4 3X4 A B C D E F G H I J K L T a v IV U T S R Q rjP O N [ l 3X6 3X8(6) =3X4 3X8(14) W=3X4 =3X10[181 =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 Lc: 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 :132 4x2 SP #2 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) W3X8 4.25 L 1.25 [ 6] W3X8 3 50L 1.25 14] W3X8 4.00 R 1.25 [18] W3X10 3.50 R 1.25 Additional Notes 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. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 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. 18'7" 4 4'5"8 -{ 23'0" 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W V 971 / - / - / - / - / 7.3Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 p 1667 / - / - / - / - / 6.0 Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brg Width Reg = 1.5 HORZ(TL): 0.060 B Creep Factor: 2.0 P Min Brg Width Reg = 1.5 Bearings V & P are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.652 Bearing V requires a seat plate. TPI Std: 2014 Max BC CSI: 0.733 Rep Factors Used: Yes Max Web CSI: 0.734 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 0 -2896 G - H 73 -2649 C - D 0 - 2896 H - 1 73 - 2649 WAVE D- E 0- 2896 1- J 1226 0 E- F 0 -3386 J- K 1226 0 F- G 0- 3386 K- L 457 0 Reasa•• - 1, / :, o Vt3 to i v Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V- U 1727 0 R- Q 1347 - 595 U- T 3403 0 Q- P 1347 - 595 T- S 3386 0 P- O 0 - 479 S - R 3383 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V-B 0-1919 R - 1 1540 0 B -U 1292 0 1 - P 0 -2152 U -E 48 -561 P -K 0 -901 E-T 317 -426 0 - L 0 -503 G-R 0 -1141 COA WaA.»ainlw,tr 05/01/21 I9 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 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 faceof truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE drawings 16OA- Zforstandardplatepositions. Alpine, a division of ITW BuildincLComponents 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 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofroesslona, engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawing, for anystructure is tphe responsibility of the building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: -Jccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602515 / T38 / SY42 Cust: RR408 JRef: 1WKQ4080012 7510 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 121.19.1448.44767 Truss Label: F2A KM / DF 05/01/2019 T n c 4_ A I-- 2'6"12 '1 2,6"12 --- W=3X4 3X8 = 3X4 B C D E 9'6" 8 23'0" 12 1'6" 8 13'6"4 0'1 j-- 2'0"12 2'6"12 —i-- 2'6"12 —,•1 2'6"12 -- f-- 2'6"12 —{ 3X4 =3X10 -3X6 =3X4 F G H I J K L Iil i ll i I 5 I — IV U T S R 3X6 =3X8=3X8[131 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 EXPNA Des Ld: 55Mean H 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 #1 Dense :132 4x2 SP #2 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 13) W3X8 3.75 R 1.25 [171 W3X10 3.75 R 1.25 Additional Notes 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. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 13. 75 PSF) supporting 0-0-0 roof spans with 0-0-0 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. Q fs11P O 3X10[ 17) =3X6 W= 3X4 N 17' 1"4 15'11"8 —{ 23' 0" 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.192 T 999 360 V 863 / - / - I - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.424 N 275 240 p 1818 / _ / _ / _ I - 6.0 Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ( TL): 0.047 B P Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings V & P are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat plate. TPI Std: 2014 Max BC CSI: 0.781 Rep Factors Used: Yes Max Web CSI: 0.711 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 -2454 G - H 718 -2095 C- D 0- 2454 H- 1 2025 0 D- E 0- 2454 I- J 2025 0 E- F 220 - 2669 J- K 457 0 F- G 718 - 2095 K- L 457 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V- U 1503 0 R- Q 928 -1333 U - T 2672 - 214 Q - P 928 - 1333 T - S 2669 - 220 P - 0 0 - 786 S - R 2664 - 227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V- B 0 -1670 H- P 0- 2087 B - U 1051 0 P -J 0 -1378 U- E 465 - 472 J- 0 582 0 F - R 0 -1150 0 - L 0 -501 R- H 1492 0 COA# I Na 67,g,tia,. 05/ 01 /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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,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 bracingq installed per BCSI sections 03, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Join i Details, unless noted otherwise. 17efer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µwoo , truss in conformance with ANSI/l PI 1, or for handlin] shlppinp9 Installation and bracing of,trussesA seal on this drawirSg or cover page , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro) esslonal engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawing, for anystructure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602516 / T25 / SY42 Cust: RR408 JRef: 1WK04080012 7510 - A -David Weekley Homes Qty: 6 FROM: CH DrwNo: 121.19.1448.44641 Truss Label: F3 KM / DF 05/01/2019 13'1"8 14'1"8 22'1"8 13' 1 "8 1' 8' 2'6"12 2,6"12 — } — 2'6°12 --}-- 2'6"12 --{ f--- 2'6"12 3 1 i 2'6"12 ---{ I 3X6 =3X10 =3X4 =3X4 =W=3X4=3X6(18) 1112X4 A B C D E F G H I J K T - 4.. 10, S RI Q P 0 N M L 3X4 = 3X10rr6l = 3X8[101 = 3X6[17] = 3X6[20] W==3X4 57"4 16'6"4 22'1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W S 177 / 300 I - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,183 N 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.336 N 785 240 R 1696 / - / - I - / - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.022 L - - L 822 / - / - / - I - / - Des Ld: 55.00 EXP: NA HORZ TL 0.030 L S Min Br Width Re 1.5gq Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA ftg Creep Factor: 2.0 R Min Brg Width Req = Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.804 1.5 L Min Br Width Reg q = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.876 Bearings S & R are a rigid surface. Bearings S & R require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.681 Loc. from endwall: NA FT/RT:0(0)/0(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: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B - C 1532 0 F - G 0 - 2328 Top chord 4x2 SP #2 Dense + 2x6 continuous strongback. See detail C - D 1532 0 G - H 0 - 2225 Bot chord 42 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 0 - 1604 H - 1 0 -2225 Webs 4x2 SP #3 recommendations. E - F 0 - 1604 1 - J 0 - 2225 Plating Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. wood sheathing. Chords Tens.Comp. Chords Tens. Comp. Webs are square cut except dbl diagonals or as Plate Shift Table otherwise shown. S - R 93 -713 N - M 2332 0 JT Plate Chord JT Plate Chord Negative reaction(s) of -300# MAX. from a non -wind P - 0 2324 0 M - L 1388 0 No Size Shift Bite No Size Shift Bite load case requires uplift connection. See Maximum O - N 2328 0 61 W3X10 4.00 L 1.25 [10] W3X8 3.75 L 1.25 Reactions. 17] W3X6 2.75 R 1.25 [18] W3X6 3.25 R 1.25 20] W3X6 2.75 R 1.25 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties J) Hanger Support Required, by others pp pWfisrErnt;Hlru+hrr r S - B 791 -1P - F 0 - 83 k,,{{ 0 B-R 0-1171 M-J 925 0 R D 0 2029 J L 0 1545 Deflection f•..... i, D - P 1431 0 Max JT VERT DEFL: LL: 0.18" DL: 0.20". See detail • GS ;. S DEFLCAMB1014 for camber recommendations. . ; •' t 0. 708 1 SAT O r 8 fi •,.• < COA afyAl `p %0% 7l4l4P9Att'H 05/ 01 /Z 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 functions. of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these Installers shall provide temporary bracing BCSI.Unless have attached structural sheathinq and bottom chord shall have a pernotedotherwise,top chord shall properly propperly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawings any failure to build the µr,w,o,,µ,. truss in ANSIl1 PI 1, for handling, installation bracing seal on this dr wing or cover conformance with orshipping, and of,trussesA listing this drawing, indicates acceptance of pro esslona, engineering responsibilittyy solely for the design shown. paqe , , 2400 Lake Orange Dr. The suifabtllty Suite150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/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.t inst.or ; SBCA: w .sbdndust .com; ICC: vnvw.iccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602517 / T26 SY42 Cust: R R408 JRef: 1 WKQ4080012 7510 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 121.19.1448.44781 Truss Label: F3A KM / DF 05/01/2019 1.5'•8 , f- 22' 1'•8 1 20.8.. FS i 14'12 TYP) 3X4 W=3X4 3X4 A N S v II( II II t tl tl10 AL AK AG U 1112X4 3X4 W=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 MeanHnH NA Des Ld: 55.00 MMeaeight: 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 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 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. 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:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 S - - HORZ(TL): 0.000 S Creep Factor: 2.0 Max TC CSI: 0.104 Max BC CSI: 0.021 Max Web CSI: 0.033 VIEW Ver: 17.02.01A.1114.21 05/01 /2019 Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W AL`109 /- /- /- /- /265 AL Min Brg Width Req = - Bearing AL is a rigid surface. Bearing AL 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawino any failure to build the µCo~ truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wi g or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the delgen shown. The suifablllty Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/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.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEON: 602541 / T37 / SY42 Cust: R R408 JRef: 1 WK04080012 7510 - A -David Weekley Homes Oty: 8 FROM: TH DrwNo: 121.19.1448.44642 Truss Label: F4 KM / OF 05/01/2019 8 97 4_I_ 167 4 f 8' T 17'44 _I'" 7, I I 2,6"12 i 2,6"12 -{ 1'6"12 -1-^- 2,612 -) III 1 X3 W=3X4 1X3 3X8 1111X3 3X4 3X4 1111X3 3X8 1112X4 A B C D E F G H I v P O N M L K J 1X3 3X8 1111X3 1111X3=4X6[14] 3X8 3X6 W=H0312 Loading Criteria (psf) TC L L: 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 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 :62 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 14] W4X6 3.00 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 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 16'7" 4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udef! U# Loc R / U / Rw / Rh / RL / W P 899 / _ / _ / _ / - / 7 2Pf: NA Ce: NA VERT(LL): 0.208 M 929 360 Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 J 913 / Snow Duration: NA HORZ(LL): 0.035 B - - P Min Big Width Req = 1.5 HORZ(TL): 0.048 B Creep Factor: 2.0 J Min Big Width Req = - Bearing P is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.657 Bearing P requires a seat plate. TPI Std: 2014 Max BC CSI: 0.795 Rep Factors Used: Yes Max Web CSI: 0.539 Members not listed have forces less than Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 C- D 0- 2601 F- G 0- 2567 WAVE, HS D- E 0- 2917 G- H 0- 2567 05/01 /2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 1577 0 M -L 2917 0 O-N 2919 0 L -K 2914 0 N-M 2919 0 K -J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P- B 0 -1753 E- K 0 - 658 B-O 1132 0 K -H 1094 0 O-D 11 -595 H -J 0 -1756 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or 910, as applicable. App y plates to each face, of truss and position as shown above and on the Joinf Details, unlessnoted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi m:L Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the .+ couru truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essionarr engineering responsibility solely for the design shown. The suitability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: v .sbcindust .com; ICC: vnvw.iccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602537 / T15 / SY42 Cust: RR408 JRef: 1WKQ4080012 7510 - A -David Weekley Homes Qly: 1 FROM: CH DrwNo: 121.19.1448.44703 Truss Label: F4A KM / DF 05/01/2019 8' 9'7" 4 16'7" 4 8' 17 4 7' I i— 2'6"12 _-f ^-_ 2'6"12 1111 X3 1X3 =3X8 1111X3 =3X4 A B C D 1'6"12 --ti2'6"12 ^{ 1 1 W= 3X4 3X4 1111X3 =3X8 1112X4 E F G H I O N M L K S PI1X3 3X6 Loading Criteria (psf) TC L L: 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 4x2 SP #2 Dense Bot chord 42 SP #2 Dense :62 42 SP #1 Dense: Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 14] W4X6 3.00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 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 W= H0312 "v 1674 Snow Criteria (Pg,Pf in PSF) Pg: NA CLNA 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:0(0)/0(0) Plate Type(s): WAVE, HS 3X8 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.208 M 929 360 Maximum Reactions (Ibs) Loc R I U / Rw / Rh / RL P 899- VERT( TL): 0.365 M 738 240 S 913- HORZ( LL): 0.035 B - - P Min Brg Width Req = 1.5 HORZ( TL): 0.048 B S Min Brg Width Req = 1.5 Creep Factor: 2.0 Bearings P & S are a rigid surface. Max TC CSI: 0.657 Bearings P & S require a seat plate. Max BC CSI: 0.795 1 W 7. 2 15. 5 Max Web CSI: 0.539 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEWVer: 17.02.01A.1114.21 B-C 0-2601 E -F 0 -2567 C- D 0- 2601 F- G 0- 2567 D- E 0- 2917 G- H 0- 2567 H j i a. 708 1 s pA COA' wQ) NAIL N 05/ 01/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P- 0 1577 0 M-L 2917 0 O- N 2919 0 L -K 2914 0 N- M 2919 0 K -J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P- B 0 -1753 E- K 0 - 658 B- 0 1132 0 K- H 1094 0 O- D 11 -595 H -J 0 -1756 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or 910. as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildi%omponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the u mv:ouPu truss in conformance with ANSIrt PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofprolessionafengineeringresponsibilitysolelyforthedesignshown. The suifablllty and use of thisdrawingforanystructureispheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: w Jpinsl.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 20679 7510 -A -David Weekley Homes Truss Label: F48 Ply: 1 Oty: 1 SEON: 602533 / T18 / SY42 FROM: TH Cust: RR408 JRef: 1WK04080012 DrwNo: 121.19.1448.44719 KM / OF 05/01/2019 8' 1 9'0"8 167'4 8' T 1101 7,6"12 3" j 2'6"12 1'3"12 i 2'6"12 { f-- --i— 2'6"12 —{" 2'7"8 8"4 i : { W=3X4 3X4 4Xg[4] 3XD4 =3X4 =4X8[15] 1112X,4 A C F G 1 T a- c 7 R Loading Criteria (psf) TC L L: 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= O P O N M L 4X6=3Azslb)-4hb1141 =4X6 =3X4 W=H0312 r 15'11"4 81 { 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 #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 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 pif at 16.48 BC: From 5 plf at 0.00 to 5 plf at 16.48 TC: 199 lb Conc. Load at 0.96, 2.96, 4.96, 6.96 8.96,10.96,12.96,14.96,15.96 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W08 4.25 L 1.25 6] W3X8 3.50 L 1.25 14] W4X6 3.25 R 1.25 15] W4X8 4.25 R 1.25 Additional Notes 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 115'7°4 -i Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE, HIS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.226 D 811 360 VERT(TL): 0.396 D 590 240 HORZ(LL): 0.037 B - - HORZ(TL): 0.051 B Creep Factor: 2.0 Max TC CSI: 0.908 Max BC CSI: 0.873 Max Web CSI: 0,659 VIEW Ver: 17.02.01A.1114.21 001111111111 aiirrrhrf`tf,` P i S AT 0A. r • cfi COA f;t vo 05/01 /2019 10 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1195 /- /- /- /- /7.2 L 1503 /- I- /- /- /8.0 R Min Brg Width Reg = 1.5 L Min Brg Width Reg = 1.5 Bearings R & L are a rigid surface. Bearings R & L require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- C 0- 3352 E- F 0- 3255 C- D 0- 3352 F- G 0- 3255 D- E 0- 3655 G- H 0- 3255 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 2101 0 O-N 3655 0 Q- P 3659 0 N- M 3648 0 P-O 3659 0 M -L 2016 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - B 0 - 2334 B - Q 1383 0 C-Q 0 -405 E - M 0 - 535 M-H 1370 0 H - L 0 - 2281 L - 1 0 -464 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for _permanent lateral restraint of webs shall have bracin installed per SCSI sections S3, B7 or 810, as applicable. Apply plates to each face, otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-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 µrrwl ,,,,,., truss in conformance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of trussesA seal on this drawing or cover page.. 2a00 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: v .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: vn Jccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602520 / T12 / SY42 Cusl: RR408 JRef: 1WKQ4080012 7510 - A -David Weekley Homes Qly: 1 FROM: CH DrwNo: 121.19.1448.44751 Truss Label: F5 KM / OF 05/01/2019 Loading Criteria (psf) TC L L: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Lc: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 2'10Z 3'10"8 11110"8 2' 10"8 1' 8' f3 } 2'6" -{ 2'6"12 —+— 2'6"12 + 2'6" - 1111 X3 1111 X3 1X3 =3X4 3X4 1111X3 =3X4 1X3 A B C D E F L 1X3 3X4 k 6'3"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 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 Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 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. nilvz ui,vz DI I H JAo = OAo 57 4 1 11,10"8 10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R I U / Rw / Rh / RL / W L 349 / - / - I - / - / 7.3Pf: NA Ce: NA VERT(LL): 0.017 K 999 360 Lu: NA Cs: NA VERT(TL): 0.037 K 999 240 O 682 / - / - / - I - / 8.0 Snow Duration: NA HORZ(LL): 0.005 B - - H 315 / - I - / - / - / 3.0 HORZ(TL): 0.007 B Creep Factor: 2.0 L Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.416 H Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.387 Bearings L, 0, & H are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.134 Bearings L & 0 require a seat plate. FT/RT:0(0)/0(0) 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 0 -435 i P S AT 0 • COA 600NA1. E 05/01 /2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 435 0 J- 1 434 0 K - J 435 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L -B 0 -484 1 - E 15 -408 C - 1 0 -484 E -H 33 -414 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachedriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the N ,, Co,,,,,,,,., truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The su, ability Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For, more information see this job's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: —.t inst.or ; SBCA: w .sbcindust .com; ICC:—.iccsafe.org Orlando FL, 32837 SEQN: 585256 / T19 / SY42 I Ply: 1 Job Number: 20679 Cusl: R R408 JRef: 1 WKQ4080012 FROM: CH Oly: 1 /7510 - A -David Weekley Homes DrwNo: 121.19.1448.45218 Truss Label: F5A KID / WHK 05/01/2019 i 1'2"8 _-1 3" I 64"8 11'10"8 i3. r 4'11 { 5,6,. P'{ F' 6'3" 1'8"12 —j-- 1'8"12 --}-- IV' — 1'4"12 +— 1'4" — TYP) 1XA3 1112XB4 C III2XD4=3X4[131 1112G4=3X41161 =11X3 i- FF{{ T v IL y 10, R / M L K 1X3 Q P O 1112X4=3X6[15) - 3X6 11'10"8 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld. 55.00 NCBCLL: 10.00 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft TCDL: NA psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I 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 ft Rep Fac: Varies by Ld Case Loc. from endwall: NA FT/RT:0(0)/0(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 298 plf at 0.13 to 298 plf at 11.75 TC: From 5 plf at 0.13 to 35 plf at 11.75 BC: From 10 plf at 0.13 to 10 plf at 11.88 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate No Size Shift Bite No Size Shift 131 W3X4 1.25 L 1.25 [15) W3X6 1.75 R 16] W3X4 2.25 R 1.25 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. Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.009 G 999 360 Loc R+ I R- / Rh / Rw / U I RL VERT(CL): 0.024 G 999 240 R' 447/- HORZ(LL): 0.002 K - - K 863/- HORZ(TL): 0.004 K R Brg Width = 79.3 Min Req = - Creep Factor: 2.0 K Brg Width = 3.0 Min Req = 1.5 Max TC CSI: 0.598 Bearings R & K are a rigid surface. Max BC CSI: 0.314 Bearing R requires a seat plate. Max Web CSI: 0.460 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 F- G 0 -843 G- H 0 -843 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. L - K 827 0 Chord tour • .... ; rilrtr rprr' r. 1.25 1 •••••r• ry 0.708 9Ss SAT O . Q e • 4 . A a: •. A COA #i(tt33//VIVAL GL r 1 tr&h4#0jur 05/01 /2019 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M-F 0-1034 G -L 0 -547 F -L 965 0 H -K 0 -1025 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B -Q 0 -451 D-O 0 -448 C -P 0 -412 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri Id ceilin Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicabgle. App y plates to each face o truss and position as shown above and on the Joint Details, unless noted othe wise. f7efer 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 µm co,s,, trussinconformancewithANSI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 6750 Forum Drive listingthisdrawing, indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite For and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: wJpinst.orq; SBCA: www.sbcindustry.com; ICC:—Jccsafe.org _Orlando FL, 32821 Job Number: 20679 Ply: 1 SEQN: 602521 / T77 / SY42 Cusl: RR408 JRef: 1WKQ4080012 7510 - A -David Weekley Homes Qly: 9 FROM: CH DrwNo: 121.19.1448.44517 Truss Label: F6 KM / OF 05/01/2019 T4" T Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 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 It 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 Hangers / Ties J) Hanger Support Required, by others 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. F3 1'6"10 1'6"10 i3 1111 X3 1 X3 = 3X4 III 2X4 A B C 3X4 37 4 Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist 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 L/defl L/# VERT(LL): 0.002 B 999, 360 VERT(TL): 0.003 B 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.165 Max BC CSI: 0.178 Max Web CSI: 0.038 VIEW Ver: 17.02.01A.1114.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 184 I- l- I- l- 17.3 D 199I- E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface. Bearing E 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 Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperlyattachedrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face, oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu ildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwCO~ truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of•trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisdrawingforanystructureispe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: w .sbcindust .com; ICC: wjccsafe.org Orlando FL, 32837 Job Number: 20679 Ply: 1 SEQN: 602522 / T13 / SY42 Cusl: R R408 JRef: 1 WKO4080012 7510 - A -David Weekley Homes Qty: 1 FROM: CH Dnallo: 121.19.1448.44563 Truss Label: F6A KM / OF 05/01/2019 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: 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 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 1 X3 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. 1'5"8 3'7"4 1'5"8 T 2'1"12 LY 3X4 1112X4 A D L P 1 ' 10' H G E 3X /1112X4 p 3'3" 12 --- i 37-4 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 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 L/defl 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: 0.128 Max BC CSI: 0.046 Max Web CSI: 0.009 VIEW Ver: 17.02.01A.1114.21 05/01 /2019 Maximum Reactions (Ibs), or •=PLF Loc R /U /Rw /Rh /RL /W H' 116 /- /- /- /- /39.8 H Min Brg Width Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 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. Refer 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 µ .roo,,,,,,, truss in conformance with ANSI/TPIPl 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineeringq responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineiWcom; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: -J=afe.org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ri 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ri 100 moh Wind Sneed. 15' Menn Helnht. Partlnity Fnrinsed. Fxnnaure TI_ IC>t = Inn S 2 x 4 Brace Gable Vertical pacing Species I Grade No Braces 1) Ix4 'L' Brace is 1) 2x4 'L' Brace is 2) 2x4 'L' Brace 1) 2x6 'L' Brace . 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10, 3' 10, e' 13' 6' 14' 0' 14' 0' 14' O' U S P P 3 4' V 6' 7' 7' 1' 8' 6' 8' 10- 10' 1' 10' 6' 13' 4' 13, 10, 14' 0' 14' 0' HF Stud 4' V 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13, 10, 14' 0' 14' 0' Q Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' lt' 10, 12' 8' 14' 0' 14' 0' 1 4' 6' 7' 4' 7' 8' e' 8' 9' 0' 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' J S P 2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' oj r Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' g9'6 10, 7' 12' 5' 13' 4' 14' 0' 14' 0' d Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6'10' 2' 11' 0' IL' 10' 14' 0' 14' 0' U r 1 / #2 4' 11' 8' 4' 8' 8' 9' 10, 10' 3' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' P S P f 3 4' 8' 8' 1' 8' 8' 9' 8' 10, 1' 11' 7' 1.2' 1' 14' 0' 14' 0' 14' 0' 14' 0' UU rH Stud 4' 8' 8' L' 8' 6' 9' 8' 10, t' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14, 0' r 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' V 8' 5' 8' 9' 9' 11' 10' 4' 11' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 0 S P 2 4' 11' 8' 4' 8' 8' 9' 10, 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' D rr L Stud 1 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' Q 1 / #2 5' 5' 9' 2' 9' 6' LO' 10' IF 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S P P 3 5' 1' 9' 0' 9' 4' 10, 8' 1L' V 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' LD U u P Stud 5' V 9' 0' 9' 4' 10' 8' Ill 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Q I Standard 5' V 8' 0' 8' 6' 10, 8' Ill 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 8' 9' 3' 9' 8' 10, 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' l3' S' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 1 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 5' 3' 1 8' 5' 1 9' 0' 10' 9' 11' 2' 12' 10' 13' 4 1 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' L' 1 7' 5' 1 7' 11' 1 9' 11' 10' 7' 1 12' 9' L3' 3' 1 14' 0' 14' 0' 14' 0' 14' 0' Aboutj able Truss Diagonal brace option - vertical length may be T doubled when diagonal e 18, brace Is used. Connect L I diagonal brace for 450# L• Iateachend. Max web Brace total length Is 14'. I __. 2x4 DF-L #2 or better diagonal T tl Vertical length shown brace) single 8, In table above. 45' or double cut K as Shown) at L 1 upper end. Connect diagonal at mldoolnt of vertical AN ITW COMPANY I 37,3\ Riverport\ Drive I uite\ 200 Maryland\ Heights,\ MO\ 63043 V1 1 W'` W'` Refer to chart VARNDG— READ AND FOLLOW ALL NOTES W THIS DRAWING D*'CRTANT.. FTJRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE DISTALLFRS1 Trusses require extreme care In fabricating, handing. shipping, Installing and bracing. RefeXt0 and it.. the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for=,safety actices prior to performing these functions. Installers shall provide temporary bracing P Bf.S.[. Mess noted otherwise, top chord shall have properly attached structural sheathing and ho ha roll have a properly attached rigid ceiling. Locations shown For permanent lateral restrain f .eb, all have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to a face truss and position as shown above and an the Joint Details, unless noted otherwise. fer to drawings 16CA-Z far standard plate positions. 11 10 Alpine, a division of ITV Building Components Group Inc. shall not be responsible for y devla Is drarIng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, ,' Saltation L bracing of trusses. A seal an this drawing or cover page UstnQ this drawing, Yxlcates acceptance of prafesdoral QYIany s ucturespre 11. th solelyresponsibility f of thdesige Buildingg Designer per ,vwn, The sultabRity av ei of this da'° r structure b) the For more InFarnatbn see this Job's general rotes page and these web sites ALPINE www.alpineitwcam) TPI, rrw.tpinst.org) SBCA ww sbclmdustry.org) 100 wwwJccsafe.org gn(b l p v+r Ic'pl nth. T V CT 1 • I AA11I i Bracing Group Species and Grades, Group A: S ruce-Plne-Flr Hem -Fir ql / #2 Standard #2 Stud 3 Stud 1 1 #3 IStamd.rdl Douglas Fir -Larch Southern Plnewww 12 3 Stud Stud Standard Standard Group BI Hem -Fir 1 3 Btr 1 Dou las Flr-Lurch Southern Plnewxw 1 pl 2 #2 El Ix4 Braces shall be SRB (Stress -Rated Board). wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used wlth these --des. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. AE For (I) 'L' brace- space nulls at 2' o.c. In 18' end zones and 4' o.c. between zones. 3lEWor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len tin i No S lice Less than 4' 0' illX4 or 2X3 Greater than 4' 0' 1 3X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 AT O aw: t rtr mm«•` ew e a`` C MAX. TOT. LD, 60 PSF 7 01/20111 MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10: 140 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 r: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ri 100 mnh wind soepd. 30' Mean Heloht. Partially Fnclospd. Exposure D. Kzt = 1.00 S 2 x 4 Brace Gable Vertical pacing Species I Grade No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' U S P r('- 3 3' 10, 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' u Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' O l Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' IL 0' Ill 10, 14' 0' 14' 0' 1 42' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' a S P 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' U D P L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' d Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U_ r 1 / # 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' S P r 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U u P Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' ill 9' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10, 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' QJ D rr L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' IF 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' 1 / # 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' S P F 3 4' 10' 8' 7' 8' il' 10, 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' U L r HStud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O f Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' 8' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' 10' 8' 4' 10, 3' 10, 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1 r DrL 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' 7' 4' 9' 3' 9' 10'1 12' 2' 1 12' 8' 14' 0' 1 14' 0' 1 14' 0' 14' 0' Abmm outable Truss Diagonal brace option - vertical length may be T doubled when diagonal e 18' )K brace Is used. Connect L diagonal brace for 525# at each end. Max web Brace total length Is 14'. L ) I( ) K 2x6 Di--L #2 or better diagonal r It Vertical length shown brace: single 8, ) K In table above. 45' or double cut L asshown) at 1 upper end. Connect diagonal at ' midpoint of vertical web. Refer to chart w WARrmCdw READ AND FDLLDW ALL NOTES W THIS DRAWING nraRTANr.. ftmuSN TIaS DRAWING TD ALL co(TR .S DlU.uBI. THE D(STALLERS.$ Trusses r*q,,,* extrene core In fabrlcatYg, handling. shIpplrg, Installing and bracing. Rtf*4t follow the latest edition of BCSI (Balding component Safety Information, by TPI and SBCA) forms, practices prior to perfor" these functions. Installers shall provide temporary bracing p Unless rated otherwise, top chord shall hove properly attached structural shoothing and bo a shall hove a properly attached r10d ceLing. Locations shown for permanent lateral restrah 1 L shall have bracing installed own SCSI sections the J or DB10,etails, asapplicable. Apply plates to e oftrussandcingpositionInsallshownaboveandanthe .blot Befalls, unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. We Alpine, a division of ITV Baldncomponents ro g coonentsGroupInc. shall t be responsible for any devlatl AN MWMMPANY this drawing, any fallw to buiid the truss In conformance with ANSI/TPI 1, or for handling, Hpi Installation L bracing of trusses. A seal on this bnw#,p or cover page listing this dreei ng, Indicates acceptance of professional 13723\ Riverport\ Drive enginveMq resporWhllty solely for the desfpn showy The s.ttobllty and use of this drawing Suite\ 200 for any struc4re Is the responsbLrty of the "cling Designer per N6VTPI I SmP Maryland\Heights,% MO\63043 For more see this Job's general notes page and these web site ALPe hs, DE www.atpineltwcan) TPD www.tpinst.crgl SBCA, www.sbclndustry.org) 100 wwwkcsafe.org 7,0861 Bracing Group Species and Grades, Group AI S ruce- Pine-Fir Hem -Fir I / #2 Standard #2 1 Stud 3 Stud 1 #3 Stondard ll Dose ins Fir -Larch Southern Plnewww 3 #3 Stud Stud Standard St¢ ndnrd Group BI Hem -Fir I L Btr 1 Dou ins Flr- Larch Southern Pinewww 1 #1 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these rades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 p1F over continuous beoring (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. 311 Wor (2) 'L' braces. space roils at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14O3OENC101014 Vertical Lenth No Slice Less than 4' 0' 2x4 Greater than 4' 0', but less than ll' 6' 3X4 Greater than 11' 6' 4x4 o:s 0)•i• aT v Z % MAX, TOT, LD, 60 PSF w sera aa.' 1a0sr0 '°/ 01 / 20 19 BTh+ MAX. SPACING 24.0' o:s 0)•i• aT v Z % MAX, TOT, LD, 60 PSF w sera aa.' 1a0sr0 '°/ 01 / 20 19 BTh+ MAX. SPACING 24.0' CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on n truss design but an alternative web L-Reinforcement. or reinforcement method is desired. L-Reinf. 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 Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 L-2x6 2x6 2 rows 2x6 2-2x4010 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, M 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, e.VARNO4C= READ AND F010V ALL NOTES W THIS DRAVINGI Z unDPORTANTw- FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE DNSTALLERS1 Trusses r qub a extreme care in fabricating, handling, shipping, Installing and bracing. Refers'to and fall.. the latest edition of BCSI (Building Component Safety Infornation, by TPI and SBCA) fowsnfety'' practices prior to perf—dng these functions. Installers shall provide tenprary bracing peeejjj,,,(((B Unless no otherwise, top chord shall have properly attached structural she*Wng and beirPEho shall haven properly attached rlgid ceiling. Locations shown for permanent lateral restrain f web! F II shall Nave bracing installed per BCSI sections the J nt BID, as unlessble. Apply plates to Fnce a O IUUUI\\\\\VVVVVvl llll of truss and cing Ins all shorn above and on the Joint BID, s, unless noted otherwise. Refer to drawings 16CA-2 for standard plate positions. teee:: 00 Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any -= AN MW COMPANY this dra.hg any future to build the truss h conformance with ANSI/TPI 1, or for handling, ship linstallationLbracingoftrusses. A sent on this drawing or cover page IlstYp this drawing. Indicates acceptance of professional 13723\ Riverpod\ Drive enginewing r+zporWbLRty solely far the design shorn The suitability and use of this a4w.6 Suite\ 200 far any structure Is the responsibility of the Binding Designer per ANS VTPI t SecZ Maryland\ Heights,\ MO\ 63043 For ncre hfornation see this Job's general notes page and these web sites- ALPINE- w..,nlphNt.<oni TPD ....tpinst.orgJ SBCM .w.,sbcindustry.crgi IM wwwJccsafe.org Scab N •' 1'" ' H. T-Reinf. L-Reinf. L V t •. 708 =, BC STAT ii rao wee I 'e<e.rr tame ram V 670NAL It`-5/01/2019 TC LL PSF L PSF DL PSF BC LL PSF TOT, LD, PSF REF CLR Subst. DATE 10/01/14 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 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) Z Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses T 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 rigelines 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 Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note: The actWA4,,{gAd load may be considerably less than the . nad a, 9,zmw,e..w.e k,j%, Recommended Camber 1.00 x Deflection from Actual Dead Load 1,5 x Vertical Deflection from Actual Dead Load 0,25 x Deflection from Live Load) + Actual Dead Load 0,25 x Deflection from Live Load) + 1,5 x Design Dead Load Deflection) WARNM= READ AND FOLLOW ALL NOTES W THIS DRAWING R eeINIPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.$ p v' 0v 1 REF D E F L E C /CAM B DATE 10/01/14 Trusses require extreme care In fabricating, handing, shipping, Installing and bracing. Refer2to andt F.it.. the latest ..plan of BCSI (BuRding Component Safety Information, by TPI and SBCA) fobsafety; practic s prior to performing these functions. Installers shall provide temporary bracing peeeeg{{ Unless noted otherwise, top chord shall have properly attached structural sheathing and bo im/tho*.d sr shalt have a properly attached rigid ceiling. Locations .tiara For permanent tatenal restraL,tixL,F .ebs DRWG DEFLCAMB1014 d I I I Ll l shall have brocing Instatled per BLS[ sections B3, B7 or BtO, as npp(Kabi.. Apply plates to a face i of truss and as she above and on the Joint Det&Rs, tl AT l„J I IL 11Jr position unless mote othrrelse. ,may 1 Refer to drawings I6GA-2 for standard plate positions. ! Y AN RW COMPANY Alpine, a division of ITV BuLdbg Components Group Inc. shad not be responsible for any devla F/ this drawing ony failure to bWld the truss In conformance with ANSI/TPI 1, or for handling, ship V ` i t y •' t +++e 13723\ Riverport\ Drive Installation L bracing of trusses. A sent on this drawing or cover page listing this drawing, Indicates acceptance of professional engYroering responsibility solely far the de9pn shoes The suitability and use of this drawing eeenn wr r• ` Suite\ 200 for any structure Is the rcspms"Ity of the Building Designer per MIST/TPI I Sect. fjb `eRMaryland\ Heights,\ MO\ 63043 For more Information see this Job's general notes page and these web sits. 0 1 /20 i 9 ALPINE . e.alpinNte.conr TPI- wre.tpinst.org) SBCA- .rr.sbclndustry.orp) ICP wwwJcczafe.orp T' Reinforcing Member Gable Truss Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detall 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. Ll 2* 2X4 2X8 Nrovlde connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nnilso IOd Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, 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, A2003OPEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENCI00815, S18015ENC100815, S20015ENC100815, S20015ENDIOOB 26MI ftlU*5, S11530ENC100815, S12030ENC100815, S14030ENC 03f*C106 NA S18030ENC100815, S20030ENC100815, S2003O 00$ QQIQPLD1 See appropriate Alpine gable detail for mnxlmA_ ek!O,' T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall 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 #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size Increase 2x4 30 2x6 20 d F AN RWCOMR4NY VARND43s. READ AND FOLLOW ALL NOTES a THIS DRA VD4GI uDPQ2TANTo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSC i Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refe tt*n$ follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo s3 zty practices prior to performing these functions. Installers shall provide temporary bracing pe BCSI. Unless noted otherwise, top chord sholl have properly attached structural sheathing and bo cho shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrnlnt f s. shall have bradnp Installed per SCSI sections B3, 87 or B10, as applicable. Apply plates to eat of truss and position as shown above and on the hint Details, unless noted otherwise. .' Refer to drawings 160A-Z for standard plate positions. (/y Alpine, n division of ITV Bulldhg Components Group Inc. shall not be responsible for any devlatl r°a:' this drawing, any failure to build the truss h conformance with ANSI/TPI 1, or for handling shippng Installation t bracing of trusses. u . ! V o t a - T rf'L I jC e (,"V a 1 s •x aa•a 0`3_ f1 •st+'jO«a `` l) hj MAX, TOT, LD, 60 PSF REF LET -IN V E R T DATE 10/01/14 DRWG GBLLETIN1014 Suite\ Riverpon\Drive Suite\ 200V'r 1Q A ...t on this drowrq or cover page UstYp this drawing, Indicates acceptance of professional emy ngineeringsstrtxa.e responsibility "m g p•rp The r AN `d use of ec2. dra.r)g responsibility4 rOAlnL eyY/1 j/1/2019 DUR, FAC, ANY MAX, SPACING 24,0' Maryland\Heights,\MO\63043 For pore Information see this Job's general notes page and these web sites, ALPINE, www.alpineltw.com) TPL www.tpinstorg) SBCA www.sbdndustry.org) ICO wwwJccsofe.org N TEi Details 2) 10d COMMON <0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR <4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Qe ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACKTO ACM OWEBW/ <3) LOd COMMON 0.148'x3') NAILS OR 14) Ild BOX/GUN O 28'x3.0') NAILS / /1 161 STRAINED AT EACH END. S1 STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 rot (at center of 20' to 30 2 rms (1 at each U3points) 30' to 40 3 rots (1 at each U4 Ms) Over 40' Space rots at 10' nc ets) 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,' Do -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), pwt* titamrrgjiiti h)fJ i ATTACH STR h STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES VNMINCR.• READ Arm FOLLOV ALL NOTES a THIS WAVING DdKWANT— FURNISH THIS BRAVING TO ALL CONIRK1UtS DNCLUDING THE INSTALLERsg h w Y '/! 1O 4 Y r 11 C7 4 TC LL PSF REF STRONGBACK DATE 10/01/14followTrussesrequireextremecarehfabricating, handling, shipping, Installing and bracing. Refe to and* the latest edition of BCSI ceuadly Conporwrnt Safety Infrnatbn, by TPI and SHCA7 forCsafety L PSF practicesUnless prior to performing these functions. Installers shall provide temporary bratty p II. • noted otherwise, top chord shall have properly attached structral sheathing and bo e S`Eho*d s BC DL PSF DRWG STRBRIBR1014shallhavenproperlyattachedrigidcalling. Locations shown for permanent lateral rtstrah f webse F I shall II ILJI I of I IL IJ Refer have bracing Installed per SCSI sections H3, H7 or H10, as applicable. Apply plates to a face* truss and position as shown above and on the hint Details, unless noted otherwise. ,may * to dradnps 16OA-2 for standard plate positions. I •V p f'1 % /y` l BC LL PSF 11 Alpine, n division of ITV Building Components Group Inc. shall be for any tleNattti+n 4 Nr AN IT'1NOOMMNY thisInstallation not responsible drawNy, y fallure to build the truss In conformance with ANSI/TPI 1, or for handling, ship L bracing of trusses. vC t ` t• TOT, LD, PSF 13723\Riverpad\Drive ergYxerty A seal an the dre.1no or cover page Ufting this drawly. Yldcates acceptance of professional re:p°^sbLtty solNy Far qrr design shown. The wKnbllty and use of this dre.4 A R.efteP• ('\ DUR, FAC. 1.00 Suite\200 for Maryland\Heights.\MO\63043 any structure Is the resp°nsWUty of the 9idy Designer per ANST/TPI I SecZ For more Information see this Job's general notes page and these web sites ALPINE- • w.nlpineltw.conl TPL ev.tpinst.orpl SHCAi vwsbclndustr .r 7 [C6 wvJccznfe.r f v Q, f ,.j ttt /111211 SPACING Gable Stud Reinforcement Detail ASCE 7-10: 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace w 2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 9' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' U S P P 3 4' 6' 7' 6' 8' 0' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' HF Stud 4' 6' 7' 5' 7' 11' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 6' 6' S' 6' 10' 8' 7' 9' 2' 11' 2' 11' 7' 13' S' 14' 0' 14' 0' 14' 0' 1 4' 11' 8' 2' 8' 5' 9' 7' 10, 0' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' J S P 2 4' 9' 8' 0' 8' 4' 9' 6' 9' 10' ill 3' 111 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' IF 3' 11' 8' 14' 0' 14' 0' 14' 0' 14 0' OU P Stud 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' 11' 3' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 6' 6' 0' 6' 4' 7' 11' 8' 6' 10, 9' 11' 6' 12' 6' 13' 4' 14' 0' 14' 0' U 1 / #2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' S P rr 3 5' 2' 9' 1' 9' 6' 10, 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' U iJ P Stud 5' 2' 9' 1' 9' 5' 10, 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 5' 2' 7' 10' 8' 4' 10' 6' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' 1 5' 8' 9' 4' 9' 8' 11' 0' 11' 5' 13' 1' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 3' 8' 10, 10, 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 140' 01 D P L Stud 5' 3' 8' 3' 8' 10' 10, 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 4' 7' 9' 9' 9' 10' 5' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' 1 / # 2 5' 11' 10, 1' 10' 6' 11' 11' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' d S P rr 3 5' 8' 10, 0' 10' 4' Il' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' l U LJ P Stud 5' 8' 10, 0' 10' 4' IF 10, 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 5' 8' 9' 1' 9' 8' ill 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 1 1 1 1 1 14 14 1 14' ' d S P 2 5' 11' 10, 1' 10' 6' Ill 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Ni 3 5' 10' 9' 7' 10' 2' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' r DrL Stud 5' 10' 1 9' 7' 1 10' 2' 1 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 8' 8' 5' 9' 0' 11' 3' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' About j4 able Truss Diagonal brace option, vertical length may be T doubled when diagonal 18' )K brace Is used. Connect L diagonal brace for 355# 1 L' of each end. Max web Brace total length Is 14'. 3# )IE 2x4 Stud, 03 or better diagonal r It Vertical length shown brace) single B, In table above. 45' or double cut as shown) at L 1 upper end. Connect diagonal at i ;- midpoint of vertical web. Refer to chart VARNDga READ AND FI110V ALL NOTES ON THIS DRAVMQ uDPORTANTww R0aSH THIS DRAVING TD ALL CWTRA .s INIlUOING THE DVST..s.z Trusses rrqul-e extreme core In fabricating, handling, shipping, Installing and bracing. Refe4to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo_sofety: practices prior to performing these functions. Installers shall provide temporary bracing p I LW. ss noted otherwise, top chard shall have properly attached structural sheathing and bo j ho: I have a properly attached rlgid ceiling. Locations shown for permanent lateral restrain f rebi FI 0 I shall twve and position installedper BCSI tend an the B7 or et s, applicable. Apply plates to a face Q III III O III of truss and posttbn as shorn above and on the blot Detntts, vdess noted othrrrtse. Refer to drawings 160A-Z far standard plate positions. Alpine, a dlNzlan of ITV Building Components Group Inc. shall not be responsible for any devia AN I MODMPANY this d1ae1ng, any falvre to bWld the truss In conformance with ANSI/TPI 1, or for handting, zh , f Installationlbracingoftrusses. A seal on this dra.Ng or cover page Ustig this drawing, indicates acceptance of professbmal 13723% Riverport\ Drive enpYrerig respoWh#1ty solely for the design shorn. The sultaUlty and use of this drawYq Suite\ 200 for nmry strvct— Is tie rerporK4llty of the Building Designer per ANSI/TPI I Sect. Maryland\ Heights,\MO\63043 For norm Information see this Job's general notes page and these web sltev ALPINE www.alpinelt—on) TPI- w tpinst.org) SBCM www.sbcIndustryarg) ICP—.1—safearg S gaablk v7trtldqPTergth. 710 m ' i Bracing Group Species and Grades - Group A; S ruce-Pine-Fir Hen -Fir 1 / # 2 Standard #2 Stud 3 Stud #3 Stnndnrd Dou ins Flr-Lurch Southern Plne.s 3 # 3 Stud Stud Stnndnrd Standard Group BI Hen- Flr I 6 Htr 1 Dou ins Fir -Larch Southern Pinews• 1 # 1 2 # 2 Ix4 Braces shall be SRB (Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 60 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) malls. K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. 1() IEFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB11530 DATE 10/01/14 DRWG A11530ENC101014 Len tin lice MAX, TOT, LD, 60 PSF 1/ 2019IMAX, SPACING 24,0' ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 Mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or 100 Mph, 30f t. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 Mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf. Lateral chord bracing requirements Top: Continuous .roof sheathing Bot: Continuous ceiling diaphragm See Engineer's sealed design referencing this detail for lumber, plates, and other information not shown on this detail. Nails: 10d box or gun (0,128'x3',min) nails, 2X4 Blocking nailed to 45• sheathing and each truss 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end for 560#. Max p) H Less than 4'6' - no stud bracing required H Greater than 4'6' to 7'6' in length provide a 2x6 stiffback at mid -height and brace stiffback to roof diaphragm every 6'0' (see detail below or refer to DRWG A12030ENC101014). H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid -height and brace to roof diaphragm every 4'0' (see detail below or refer to DRWG A12030ENC101014). K Optional 2x L-reinforcement attached to stiffback with lOd box or gun 0,128' x 3', min,) nails @ 6' o,c, jjM- W1FjQ*Bearing/ 2x6 #2 Stiffloack''` attached to each !/••,.*•'..'i we Stud w/ (4) 10d box or gun (0123' X 3', min.) nails, .0 `G Sfi• •.° VARNM_ READ AND FM ALL iIQIEs a THIS DRAvaa + REF GE WHALERIMPORTANT.. R.WOSN READDRAVING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. ° a•'9AL? ± Trusses require extrene care In fabrlcntN, handling shipping, Installing n d bracing. Refer."to and* V fi i000 t follaw the latest edition of BCS[ (Building Component Safety Information, by TPI and SDCA) for;snfetyDATE W/01/14 practices prior to performing these functions. Installers shall provide temporary bracing p BB. w Unless noted otherwise, top chord shalt have property attached structural sheathing antl bo •ri'Fho•tl DRWG GABRST101014 shellhaveaproperlyattachedrigidceiling. locations shown for permanent Intern, restrah f rebA 5 shell have Mwcbg Installed per BCSI sections the Joint oret as unlessapplicable.noApply plates to e - face O I dIIIIIIOIIIIUUUIIII\\\\\VVVVVvl llll lll r of truss dandra ings 16 as shown above and m the is.Details, unless noted otherwise. `nT i J Refer to drawings 1b0A-Z for standard plate positions.Alpine, n division of ITV Building Components Group Inc shall not be responslMe fr any devla f u>. °• „ ,+ N AN RWCOMPANY this drawl failure to build the truss In conformance with ANSI/TPI 1, r for hand, • y r Installationanyfailureoftrusses. '• .•Fs` MAX. TOT. LD. 60 PSF A seal on this drawhg r cover page listing this drawing, indicates acceptance of professWnal •O •esefles•••• 13723\ Riverpod\ Drive eng w I g respvWbllty solely for the design shoes The suitability and use of this drawing Suite\200 for any structure Is the respansblty of the BWdbg Detlpmer per ANSI/TPI I Sect, ff 'L J}'" •' \\Maryland\ Heights,\ MO\ 63043 For more Information see this Job's general notes page and these web sites. RJ` Q Z 9 MAX. SPACING ALPRE- w—alpineltw,com) TPI- www.tpinst.org) SBCM --locindustry,mrg) ICG wwwJccsafe.org *Tft T Relnf of Memk Go Tr 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, 2X4 2X4 2X8 Hrovide connections for uptitt specitled an the engineered truss design. Attach each 'T' reinforcing member with End Driven Nnilsi IOd Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nalls- 10d Common (0.148'x3',min) Toenails at 4' o,c. plus 14) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENCI00118, A20015END100118, A20015PED100118, A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, S18015ENCI00118, S20015ENC100118, S20015END10011811ri00i}J S11530ENC100118, S12030ENC100118, S14030ENC 30V 1001 J' S18030ENC100118, S20030ENC100118, 520030E O1 aew 43l>f',biodrj* SeeappropriateAlpinegabledetallformaxime+if 'r-A dgr VARNDKR= READ AND F0.LOV ALL NOTES W THIS DRAVDKR vppQtTANTea FURNISH THIS DRAVING TO ALL CONTRACTQiS INCLUBING THE INSTALLERSC Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Ref tt*g follor The latest etlltlon of SCSI (Bu0.tllrg Component Safety Infornntlon, by TPI nntl SBCA) fo stet practkes prbr to performing these functions. Installers shall provide temporary bracing pe HCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bo d shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint f ,,pper shall have bracing Installed per BCSI sections B3, B7 or H10, as applicable. Apply plates to end F 0oftrussandnto1positionasshornaboveandontheJointDetails, unless noted otherwise. RefertodrowingsI60A-2 for standard plate positions. At le, a division of ITV Bull.g Components Group Inc. shall not be responsible far any devint AN RMr comPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation L bracing of trusses. A seal on this drawing or cover page listing this drawing, xscates acceptance of professional 13723\ Riverport\ Drive engineering responsbiltty, solely for the design shown The sultablitty and use of this drawing Suite\ 200 for any structure Is the responsbBlty of the BuRc&V Designer per ANSI/TPI 1 SecZ Maryland\ Heights,\ MO\ 63043 For more Information see this Job's general notes page and these web sites, ALPINE, www.alpineitw.coml TPI- www.tpinst.org, SBCA, www,sbcindustry.orgl ICC, wwwJccsafe.org AT 0 :• ae niaa+`we QAN 5 ._ /01/2019 th. T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -pall 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, specle, 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 #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1. 30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 TOT. LD, 60 PSF FAC, ANY SPACING 24.0' REF LET -IN VERT DATE 01/02/2018 DRWG GBLLETIN0118