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2904 Gipper Cir 18-2557; NEW SFHCOUNTY OF SEMINOLE '1 IMPACT FEE STATEMENT a STATEMENT NUMBER: 18100004 DATE: June 04, 2018 a / BUILDING APPLICATION #: 18-10000495 BUILDING PERMIT NUMBER: 18-10000495 UNIT ADDRESS: DIPPER CIRCLE 2904 22-20-30-520-0000-0130 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2904 GIPPER CIRCLE / REAGAN POINTE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Singgle Family Housing 54.00 1.000 dwl unit SCHOOiS 54.00 CO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT'OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING L0' IAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF S,kNFORD FIRE DPUARTMENT vpf , G.? sv L IiU Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ C`4 0 • 1 0 Job Address: 2aOQ Gk pecv-_ C\'C Historic District: Yes No Parcel ID: 22-20-30-520-0000- Residential Commercial Type of Work: New Addition Alteration Repair[] Demo[] Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Name Tracy Wiggers Far: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive Resident of property? : Contractor Information City, State Zip: PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Phone: 407-681-1920 Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, Hells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code Rexised:.lanuary l.'_018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found fit 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 pen -nit 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 comliance with all applicable laws regulating construction and zoning. ks'e azure ol'O t r/Agent Date anue of Cho ractor/Agent Date Print Owner/ Print Signature otay-slat- f tiXl / Date Signart _.o Notaty-Se fFlorida Date TY LEE WIGGERS N, "' Y LEE WIGGERS otary Public - Stale of Florida Commission # GG 181813 t ; - , r, :• otary. Public - State of Florida Commission # GG 161813 Flu pr" My Comm, Expires Nov 20, 2021 M Comm. Expires Nov 20, 2021 Owner/A elll'19 BP Ot'1°P'1O e or Cont Ct 1`entBigiedthrough fttiq tVg} : own to Me or Produced D Type of 1l) Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical R Mechanicalo Plumbing® Gas Roof Construction Type:yg Occupancy Use: tz Flood Zone: x,7 E S 12 A- r r cHED Total Sq Ft of Bldg: Min. Occupancy Load: \3 # of Stories: Z- New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No g # of Heads APPROVALS: ZONING: 6.26.204§Y- UTILITIES: ENGINEERING: V%A , t- G `1440 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. / ,Se 52,1 61 170 Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: '> V 3,7(2 Revised: January 1.2018 Penmt Application CITY OF Building & Fii'•e Prevention Division SANFO" PERMIT APPLICATION FIRE DEPART -,ENT - Application NO: Ji_ d 5 Documented Construction Value: $ Job Address: 2a0 1 C-` Historic District: Yes No Parcel ID: 22-20-30-520-0000- 0130 Residential[] Commercial Tv e of Work: New AdditionAlteration Repair Demo Change of Use Move P Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Title: Project Coordinator Phone: 407-865-8208 Fax: Email:tW199ers@dwhomes.com Name Property Owner Information CND- REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Resident of property? : Contractor Information Phone: 407-865-8208 Street. 213 Majestic Eagle Drive Fax: City, State Zip: PoOnte Verde, FI, 32081 State License No.: CBC1254984 Arch itectlEngineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 Fax: City, St, Zip: Lake Mary, FI, 32746 E-mail: admin@montaconsulting.com Bonding Company: Address: Mortgage Lender: Address: CEMENT MAY RESULT IN YOUR WARNING TO OWNER: YOURIMPROVEMENTS TO YOUR PROPERTY. OA NOTICE OF PAYING TWICE FOR INIPR OF COMME CEMENTMUST BE HE RST RECORDED AND POSTED OWITN YOUR LENDER OR ANT ATTORNEYINSPECTION. RNEY BEFORE RECORDING YOUR NOTICE OF FINANCING, CONSULT COMMENCEMENT. in fy hat no ion has Application is hereby made to oe of a a permit and that all work wll betplerformedlations st nmteetsaandardstof all laws `regulating consor truction on commencedprior to the issuance p plumbing signs, wells, pools, in this jurisdiction. 1 understand that a separate permit must be secured for electrical wor , O> b furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 6111 Edition (2017) Florida Building Code Permit Application Revised: January 1. 2018 ts of this permit, there may be additional restrictions applicable to this property that may beNOTICE: In addition to the requiremen, and there may be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthiscounty manasement 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. Valct at the time the The actual construction value will be fiQ ed based n the current figured off her etxecut d contracnTableintexceedtleachalponstniction- nit is uvalue accordance with local ordinance 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. lSigtiature of O -r;Agent v Date Dace nature of o ractor/Agent Print Owner/Agent amc Owner/. Print Date "'• TPA& LEE WIGGERS f otary Public - State of F odds Commission # GG 161813 My comm. Expires Nov 20, 2021 Ceery70"r%'A '10 a or Type of I1)P Date 3RAdY LEE WIGGERS otary, Public - State of Florida commission # GG 161813 My comm. Expires Nov 20, 2021 tsQroedthrou9hJkb M9il own to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[]Gas Roof Occupancy Use: Flood Zone: Construction Type: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: KA4 FIRE: WASTE WATER: BUILDING: Pemnit Application Revised: January I. 2018 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL Inst #2018091166 Book:9186 Page:1899; (1 PAGES) RCD: 8/13/2018 7:35:00 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 NOTICE OF COMMENCEMENT INFORN4ATION ABOVE THIS LINE Permit Number: Tax Folio Number: 22-20-30-520-0000-0130 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 13, 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: 2904 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: NIA 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(l)(b), Florida Statures: (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 AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU 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 I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a company LN STATE OF FLORIDA COUNTY OF ORANGE limited liability John Kingman WatinQ. as Authorized Agent I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths 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 Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HE BY F RTHER CERTIFY, that ohn Kingman Keating, is/are the same person(s) either executing or acknowledging xecuti i of t f egoing instrument because: personally know him/her/them OR I have satisfactory evidence of Sallie base Pon Flo da driver's license or _ Other identification: WITNESS lta nd ff ' 1 seal in the State and County aforesaid this 31 st day of July, 2018. Nota lic ature gOSr npBGn SANDRA GREER PL.4CEN ARYNwM & EALINJr16DIATELY"BELOIV)- Commission;: GG 123703 E01p' Fof F`oa edbrum,y8 2 021 k WodrhMPu 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: 2904 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0130 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) i OFFICI U USE«ONLY f r J., I;Hh4'n Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: ® 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# 18-2557 Reviewed by: Michael Cash, CFM Date: June 14, 2018 Application Sidewalk or Yo pp for Paved Driveway, SAI TFORD P' D F 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 Kmw whars 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: / 61W bib eeye- (-I acj 2. Proposed Activity: 0 Driveway D Walkway 0 Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: SFR This application' submitted -by. Property Signature: Print Name: Casey Dare Address: 21'3-Majes agle Homes Phone: (407) 865-8208 Fax: Email: cdare@dwhomeS.Com Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said 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 Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: and unde stand/the above statement and by signing this application I agree to its terms. l Date: 1 U This permit shall be posted on the site during construction. Special Permit Conditions: Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: 6 - 14-ZO1(L Date: November 2015 ROW Use Unveway.pct LIMITED PONVER OF ATTORNEY. Altamonte Springs, Casselberry, Lake Mary, LCinciiood, Oviedo, Sanford. Seminole Cwunt-v, Winter Springs Date: I hereby name and appoint: an a-,Yent of: C onivan, to be my lawful artor-ne\I-in-faci to act for me to apply for. receipt for. sign for and do all necessary to this appointment for (check only one option): AIII permits and applications submitted by this contractor. zi The specific permit and application for v ork located at: 0 I -A L--1 I Pee vz_ C I va-u- C- Stree: A&ress) Expiration Date For This Limited Power 01'.-NrTornev- 4 2 Z License Holder Name: State License Number: Si, -,nature of License H STATE OF FLORIDA COU\TY OF ( !F w The fore-Roin2 mstrumeni \,vas ackno\,\ led2ed before me this ' j I day o no bNr -who is P sopaliv kno,,vn%ao me,' or who has produced as identification and who did did nottl4k-'e-j'an oath,' Notary Seal) Mature Print or Type Name Notary PIUMIC — State of Con-,nnission Number N-,I\, Commission Expires: RACHEL BLACKWELL P 1, 1, dolRoridaabNotawryPublic - State r'. # GGomnqsionGG Ja66876 r a. 2 202, ExpiresJar7!! Bonded ihfojgt Nqjo REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#: Project Address: 2 Cj C — LZ\offl , CaJE_C_C Electrical Pen -nit #: 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 terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The buildine, or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 00 % 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 AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 190 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Casey Dare _ P `n' Name of w er/Tenant Ignatur of Owner/Tenant Signature of NAary Public JURISDICTION EMPLOYEE NAiNIE: JURISDICTION: Casey Dare Pr'Tn)N Of General Contr. tr hhue of enera1 Contr. NOTI]I ID: Progress Energy Florida Power & Light James J. ALanier Pant Name Of Elect.Contr. f' Q Signature. of Electrical Contr. CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25. 2020 No ri-77S—eal or Stamp Oil ACORa CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 2/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 CONACT NAMTE: AshleyCary FAX 713-358-5713PNONE 713-935-8811Ir E-MAIL . ashle ca a comy_ ry@ jg INSURERS AFFORDING COVERAGE NAIC q Houston TX 77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B : INSURER CWeekleyHomes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 1052841088 RFVISInNI NtIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE NSD WVD POLICY NUMBER MMI D/YYYY MMIDD/YYYY I LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE DAMAGE TO RENTED PREMISES Ea occurrence MED EXP (Any one person) PERSONAL & ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECOT- LOC OTHER: GENERAL AGGREGATE PRODUCTS - COMP/OP AGG A AUTOMOBILE X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY X AUTOS ONLY 250 DedComp X $500 DedColl MWTB312417 3/1/2018 3/1/2019 M IN D IN L LIMIT Ea accident) 1,000.000 BODILY INJURY (Per person) X X BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident 5 UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE AGGREGATE DED RETENTION$ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUD F N Mandatory in NH) If yesdescribe under DESCRIPTION OF OPERATIONS below N / A MWC31241800 3/1/2018 3/1/2019 X PER OTH- STATUTE ER E. L. EACH ACCIDENT 1,000,000 E. L. DISEASE - EA EMPLOYE 1,000,000 E. L. DISEASE - POLICY LIMIT 1 $1,000.000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Died. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 K" RZ4l12LII II=1iL9]UJa; 4JPiialIIII • , City of Sanford 300 N. Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (201 b/03) The ACORD name and logo are registered marks of ACORD f RICK SCOTT, GOVERNOR <JONATHAN ZACHEM, SECRETARY Florida STATE OF FLORIDA DEPARTMENT OF BUSINESS.ANDr PROFESSIONAL REGULATION vo CONSTRUCTI6N INDUSTRYLI;CE,NS:LNG BOARD THE BUILDING CEO TRACTrRHcE REIN ISCRTI$FIE}D{UNDER THE N S OF CHAPTER 489 LORIDA STATUTESPROVIS:t D 4 E, CASPE \/ D rID — KE MES EAGLEESTI' 4 DRrIVETgg L32=0,yy81 i P®N EVEDRA LWRMS,E N'U M`BER: CI 549 84: 12 EXPIRAT0*10, TE: A.UG,U:ST731, 2018 Always verify licenses online at MyF,loridaLicense.com . a: r 1 vy.T r Do not alter this document in any form.. 4, M2: This is your license. It is unlawful for anyoneotherthan the licensee to use this document. } 3 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 arils, i Burchfield eral Counsel Atlanta 4 Austin # Charleston e Charlotte * Chicago + Dallas/Ft.Worth + Denver • Greater Hilton Head Houston C Indianapolis # Jacksonville 4 \•linneapolis/St. Paul 4 Nashville + Orlando # Panama City r Phoenix Raleigh 4 Salt Lake Ciry 0 San Antonio f Sarasota 4 Tampa + Wilmington RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl3ReaganPointe7413AN Builder Name: David Weekley Homes UtLp/NCStreet: 2904 Gipper Circle Permit Office: City, State, Zip: Sanford , FL327 7` Permit Number: { _ j 5 7 ` SARJ Owner: p ) Jurisdiction: 6 O RD Design Location: FL, Sanford ` County:: Seminole (Florida Climate Zone 2) O ccp a 10 1. New construction or existing New (From Plans) 9. Wall Types (2488.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1350.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 891.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1320.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1278.00 ft2 6. Conditioned floor area above grade (ft2) 1952 b. Knee Wall (Vented) R=19.0 42.00 ft' Conditioned floor area below grade (ft2) 0 c. R= ft' 11. Ducts R ft2 7. Windows(304.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 390.4 a. U-Factor: Dbl, U=0.34 304.00 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: 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 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.340 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1952.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 732.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 674.00 ft2 None c. other (see details) R= 546.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 67.74 Glass/ Floor Area: 0.156 PASS Total Baseline Loads: 68.11 7 7 I hereby certify that the plans and specifications covered by Review of the plans and O CKE ST.gr this calculation are in compliance with the Florida Energy specifications covered by this indicates Code. calculation compliance with the Florida Energy Code. PREPARED BY: Before construction is completed c7 DATE: 5/24/18 this building will be inspected for compliance with Section 553.908 O b IIY~ I hereby certify that this buildin , as esigned, is in compliance Florida Statutes. COD withtheFloridaEnergyCode. wre t¢ 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). 5/ 24/2018 11:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Lotl3ReaganPointe7413AN Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1952 Lot # 13 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: 2904 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 1952 17809.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 732 6829.6 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1220 10980 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---_ ____ 151 ft2 19 0.2 0 0.8 2 Floor over Garage 2nd Floor ____ __-- 395 ft2 19 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio 1st Floor 95.5 ft 0 732 ft2 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ____ ____ 674 ft2 0 0.32 0 0.68 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 1425 ft2 318 ft2 Medium 0.85 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1274 ft2 N N 5/24/2018 11:51 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 Knee Wall (Vented) 1st Floor 19 Batt 42 ft2 0.11 Wood 2 Under Attic (Vented) 1st Floor 38 Blown 58 ft2 0.1 Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 1220 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 NW Exterior Concrete Block - Int Insul 1 st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft2 0 0.23 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft2 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 7 10 0 9 4 93.3 ft2 0 0 0.6 0 7 SW Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft2 0 0.23 0.6 0 8 SW Exterior Concrete Block - Int Insul 1st Floor 7 31 0 9 4 289.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1 st Floor 13 26 6 9 4 247.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW 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 Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 0.34 0.3 N 40.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 N 72.2 ft2 6 ft 4 in 1 ft 8 in None None 3 NW 2 Vinyl Low-E Double Yes 0.34 0.3 N 48.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 4 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 5 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 6 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 1 ft 4 in None None 7 NE 4 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 11 ft 3 in None None 8 SE 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 5 ft 0 in Drapes/blinds Exterior 5 9 SE 5 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 10 SW 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 11 SW 8 Vinyl Low-E Double Yes 0.34 0.3 N 17.8 ft2 15 ft 4 in 1 ft 8 in None None 12 SE 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 6 ft 10 in Drapes/blinds Exterior 5 5/24/2018 11:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 Gnann Rnnr,-9nl 7 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 395 ft' 395 ft' 54.67 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2077.8 114.07 214.52 .3647 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType 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 Cent # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 390.4 ft Attic 97.6 ftZ Default Leakage 2nd Floor (Default) (Default) 1 1 5/24/2018 11:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r May [Xj Jun X Jul Au X Se Oct Nov Dec Heating Jan Feb fX Maf Apr May [ ]Jun f Jul AuSePrj Oct XNovDec lXVentin [ Jan Feb X Mar X] A r Ma [] Jun Jul Aug Se Oct X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 58 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/ 24/2018 11:51 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* = 99 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 2904 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=13.0 1350.00 ftzSingle-family b. Concrete Block - Int Insul, Exterior R=7.0 891.33 ft 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1278.00 ft2 1952 b. Knee Wall (Vented) R=19.0 42.00 ft2 c. N/A R= ft2 Area 11. Ducts R ft2 304.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 390.4 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 40.0 SEER:14.00 ft2 3.340 ft. 0.300 Insulation Area R=0.0 732.00 ft2 R=0.0 674.00 ft2 R= 546.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above ene saving features which will be installed (or exceeded) in this home before final inspec n. O herwise, a new EPL Display Card will be completed based on installed Code com iant fet>tures. Builder Signature: Address of New Home: C1 Date kBtu/hr Efficiency 41.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat O TIiE Sr, yo 3u 1 d tr City/ FL Zip:<*9 +1-1 COD W-, 3,,Z"n 3 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 11:51 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 i'" EL_AIR Manual S Compliance Report ,lob: Lotl3ReaganPointe7413... Date: 5124/18 IMAM • am co+mr M111 Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING Project InformationON a For: David Weekley Homes 2904 Gipper Circle, Sanford, FI 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 31323 Btuh Outdoor design WB: 75.2°F Latent gain: 5351 Btuh Indoor design DB: 75.0°F Total gain: 36674 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Actual airflow: 1333 cfm Sensible capacity: 31497 Btuh Latent capacity: 7007 Btuh Total capacity: 38504 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0420000AO+FB4CNP042L 101 % of load 131% of load 105% of load SHR: 82% Heat loss: 25379 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37901 Btuh 149% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 76.8°F Entering coil WB: 63.6°F Entering coil DB: 68.2°F Capacity balance: 29 OF Economic balance: -99 OF wrightsoft, 2018-May-24 11:53:16 M... ,«., •.,, — Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE t p Date: 5/24/18 aganPointe74® EL-AIR Com onent Constructions Job: L13... 4/18 N 0111.-AIRCGNDRIONING Entire House By: dA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM e • For: David Weekley Homes 2904 Gipper Circle, Sanford, FI 32773 D - e o • Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 290N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft Btuh/ft-F ft'-°F/Btuh Btu h/ft' Btu Btu hV Btu Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1,/2" gypsum board int fnsh 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2' x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows ne 361 0.089 13.0 2.59 936 2.80 1013 Be 215 0.089 13.0 2.59 557 2.80 603 sw 385 0.089 13.0 2.59 997 2.80 1079 nw 230 0.089 13.0 2.59 596 2.80 644 all 1192 0.089 13.0 2.59 3086 2.80 3339 ne 221 0.167 7.0 4.86 1072 5.26 1160 se 69 0.167 7.0 4.86 337 5.26 364 sw 271 0.167 7.0 4.86 1319 5.26 1427 nw 159 0.167 7.0 4.86 774 5.26 838 all 721 0.167 7.0 4.86 3502 5.26 3788 ne 10 0,049 19.0 1.43 14 2.67 27 se 11 0.049 19.0 1.43 16 2.67 29 sw 10 0.049 19.0 1.43 14 2.67 27 nw 11 0.049 19.0 1.43 16 2.67 29 all 42 0.049 19.0 1.43 60 2.67 112 229 0.096 13.0 2.79 641 1.88 431 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 sw 20 0.340 0 9.89 198 20.5 411 overhang (4 ft window ht, 1.33 ft sep.); 7.2 ft head ht nw 40 0.340 0 9.89 396 22.5 898 all 80 0.340 0 9.89 792 22.0 1758 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.89 154 22.5 350 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.33 ft sep.); 7.2 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 8 0.340 0 9.89 79 26.5 212 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 1.33 ft sep.); 7.2 ft head ht wrlghtsoft, 2018-May-24 11:53:16 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 AC'0% ...3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 8 0.340 0 9.89 79 26.5 212 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.25 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnI frm mat, clr low-e innr, 1/4" gap, se 16 0.340 0 9.89 154 27.1 422 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 5 ft sep.); 7.2 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 27.1 422 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 6.83 ft sep.); 7.2 ft head ht 2A-2ov: 2 glazing, cir 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 ft window ht, 3.75 ft sep.); 7.2 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, 5 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, sw 18 0.340 0 9.89 177 8.67 155 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (6.7 ft window ht, 1.67 ft sep.); 8 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 73 0.340 0 9.89 718 18.6 1347 1/8" thk; NFRC rated (SHGC=0.30); 6.33 ft overhang (6.7 ft window ht, 1.67 ft sep.); 8 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 48 0.340 0 9.89 475 22.5 1078 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.25 ft sep.); 8 ft head ht Doors 11 DO: Door, wd sc type se 24 0.390 0 11.3 272 12.1 291 n 18 0.390 0 11.3 203 12.1 216 all 42 0.390 0 11.3 475 12.1 507 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026 38.0 0.76 971 1.42 1821 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 151 0.050 19.0 1.45 220 0.73 110 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 401 0.050 19.0 1.45 583 0.73 292 22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989 0 28.8 2748 0 0 Wrightsoft" 2018-May-2411:53:16 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 3ReaganPointe7413AN\Lot 13Reagan Poi nte7413AN.rup Calc = MJ8 faces: SE Job: LaganPointe7413 RDEL- AIR Project Summary Date: 5/24/18 ... HimmB• MCOMM1011r. Entire douse 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 0 • 0 For: David Weekley Homes 2904 Gipper Circle, Sanford, FI 32773 Notes: March 6, 2018 RH v De gn.°In'formatlon_g}:y,sv Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 IF Inside db 75 IF Design TD 29 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20200 Btuh Structure 25300 Btuh Ducts 3326 Btuh Ducts 4876 Btuh Central vent (58 cfm) 1853 Btuh Central vent (58 cfm) 1146 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25379 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment sensible load 1. 00 31323 Btuh InfiltrationMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3094 Btuh Ducts 733 Btuh Central vent (58 cfm) 1524 Btuh Heating Cooling Outside air 5351 Btuh Area (ft2) 1952 1952 Equipment latent load Volume ( ft3) 18396 18396 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 36674 Btuh Equiv. AVF (cfm) 153 80 Req. total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 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 @ 47°F Latent cooling 10000 Btuh Temperature rise 28 IF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 IF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrillohtsoft- Atr2018- May-2411:53:16 w• _ •• Right -Suite® Universal 2018 18.0.13 RSU24011 Pa g e 1 Ciii 3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE 1 DEL -AIR Right-M 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: Lott 3ReaganPointe7413AN Date: 5/24/18 By: JA 1 Room name Entire House pwdr 2 Exposed wall 245.5 ft 13.0 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 2017.1 ft2 4.5 x 8.5 ft 38.3 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W °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 6 361 936 0 012C-0sw Frm wall, st 0.089 ne ' 2.59 2.80 405 1013 0 0 2A-2ov 0.340 ne 9.89 22.45 20 0 198 449 0 0 0 0 2A 2ov 0.340 ne 9.89 22.45 16 0 154 350 0 0 0 0 11 V)/ 2B-2fv- - - 13A-7ocs Blk wall, s 0 340 0.167 ne ne 9.89 4.86 26.51 5.26 8 229 0 221 79 1072 212 1160 0 0 0 0 0 0 0_ 0 I 2B-2fv 0.340 ne 9.89 26.51 8 0 79 212 0 0 0 0 k0 049 ne.. 1 43 2.67 10 a . __10 W 12C-0sw Frm wall, st 0.089 se 2.59 2.80 270 215 557 603 0 0 0 0 2A-2ov 0.340 se 9.89 27.08 16 0 154 422 0 0 0 0 2A-2ov 0.340 se 9.89 27.08 16 0 154 422 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 8 0 79 185 0 0 0 0 2A-2ov 0.340 9.89 23.18 16 0 154 362 0 0 0 0 13A-7ocs Blk wall, s 0.167 se se 4.86 5.26 93 69 337 364 42 42 204 221 D, 11 DO_ _-__- _ 0.390 se . J.1..35 12.11. 24 24 27.2 291 0 0 0. 0 W 1613-19ad 0.049 se 1.43 2.67 11 11 16 29 0 0 0 0 12t `Osw-Frm walls- 0 089 sw 2 59 2.80 405 385 1079 0 6 0 0997 2A:2gv -- ___ -- 0 340 sw 9 89 20,54 20 8 198 411 0 A. 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 289 271 1319 1427 79 79 385 417 G 10C-v 0.340 sw 9.89 8.67 18 36 177 155 0 0 0 0 k.049 sw._ 143 2.67 10 10 14 27. 0 0. 0 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 270 230 596 644 0 0 0 0 I-; 2A-2ov 0.340 nw 9.89 22.45 40 0 396 898 0 0 0 0 W 13A 7ocs Blk wall, s PO 167 nw 4.86 5.26 280 159 774 838 0 0 0 0 10C v 0.340 nw 9.89 18.56 73 0 718 1347 0 0 0 0 2A 2ov _ _ _._ 0„M nw_ 989 22 45 4-8 0.m_...._-47-5 1078 r_._ _ 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 11 11 16 29 0 0 0 0 12C-Osw Frm wall, 1_ _ 0.096 2.79 1.88 247 641 431. O O 0 Oi=D. 11 DO _,-- _ _ .--- . 03,90 n_ 1135 12.11 18 8 203 216 0 0 Q 0. C 166-38ad 0.026 0.76 1.42 1284 1284 971 1821 0 0 0 0 F_ 20P 19t_,_--------__ 0_050 1.45 0.73 151 151 220 110. 0 0 F 20P-19t 0.050 1.45 0.73 401 401 583 292 0 0 0 0 w732_•__ 96 0 38 13 U428.78 0.00 r..._ 2748 6 c) AED excursion 772 43 Envelope loss/gain 15303 17675 964 594 12 a) Infiltration 4897 1575 260 84 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 4900 0 Subtotal (lines 6 to 13) 20200 25300 1224 678 Less external load 0 0 0 0 Less transfer 0 0 0 0' Redistribution 0 0 0 0 14 Subtotal 20200 25300 1224 678 15 Duct loads 16 % 19%1 3326 4876 10 % 100/0 122 68 Total room load 23526 30177 1 1346 746 Air required (cfm) 1333 13331 76 33 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed wrigtitsoft 2018-May-2411:53:16 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 3ReaganPointe7413AN\Lot 13ReaganPoint e7413AN.rup Calc = MJ8 faces: SE 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: Lotl3ReaganPointe7413AN Date: 5/24/18 By: JA 1 Room name family kitchen 2 3 Exposed wall Room height 37.0 ft 9.3 It heat/cool 18.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 352.0 ft 352.0 ftz 1.0 x 238.5 It 238.5 ftz Ty Construction number U-value Btuh/ft2'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W W .. . W W L-D 12C-Osw Frm wall', st 2A-2ov 2A-2ov 2B-2fv_-- - 13A-7ocs Blk wall, s 2B-2fv 166_ Aad. _. 12C-0sw Frm wall, st 2A-2ov 2A-2ov 2A-2ov 2A 2ov_-- 13A-7ocs Blk wall, s 11D0_ ______ . .._ . 0.089 0.340 0.340 0.340 0.167 0.340 0,049 0.089 0.340 0.340 0.340 0.340 0.167 0.390. ne ne ne ne_ ne ne rje- se se se se se se se 2.59 9.89 9.89 9e89 4.86 9:89 m.. _ 1 93 2.59 9.89 9.89 9.89 9.89- 4.86 1.35 2.80 22.45 22.45 26.51 5.26 26.51 2,6? 2.80 27.08 27.08 23.18 23.18 5.26 12.11 0 0 0 0___ 0 0 0 0 0 0 0 0 51 24 0 0 0 0 0 0 Q 0 0 0 0 0 27 24 0 0 0 0 0 0 0 0 0 0 0 0 133 272 0 0 0 0 0 0 0 0 0 0 0 0 144 29.1 0 0 0 0 168 0- 0 0 0 0 0 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 0 0 0 0 0 0 816 0 0 0 0 0 0 0 0 0 0 0 0 0 883 0, 0. 0 0 0 0 0 0 0 W V1/ N/- 166-19ad 12C Osw Frm wall, it 2A-2ov__- _ _. 13A-7ocs Blk wall, s 10C- - -- - 166.19ad 0.049 O.-W 0.167 0.340 0.049 se sw sw sw sw- sw_ 1.43 2.59 9.89 4.86 9`89 1,43. 2.67 2.80 20.54 5.26 8.67 2.67 0 mm 0 0 163 0 0 0 0 0 163 0- 0 0 0 0 793 0 0 0 0 0 858 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 0 0 0 0 I-G W 2A-2ov_. 13A-7ocs Blk wall, s 0.340 0.167 nw nw 9.89 4.86 22.45 5.26 0-- 131 0 58 0 282 0 305 0 0 0 0 0 0 0. 0 r-G L_-.._G. W D C 10C-v 2A2o_v_ _ _..., _ 166-19ad __.. _._... 12C-Osw Frm wall, r- 11D0 .__ _ 166_38ad 0.340 0.340 0.049 0.096 0_390-- 0.026 nw n_N. nw n 9.89 989 1.43 2.79 11_35, 0.76 18.56 22,45 2_6 1.88 12.11 1.42 73 0 0 187 0 0 0 0------- 0 187 0 0 718 0.._ 0. 521 0 0 1347 w0 0 350 0 0 0 0 0 61 18 0 0 0,-._. 0 43 18_- 0 0 0 0 m 120 203-- 0 0 0 0 80 216 0 F 20P 19t te45 0 0 0 0__-- F 20P-19t 0.050 0.050 1.45 0.73 0.73 Q._ 0 0 0 0 0 0 22A tpl.... 0 989 28.7_8 9,00 352 37 1065 0 239 10 0 518 0 6 c) AED excursion 291 150 Envelope loss/gain 3785 3586 1656 1029 12 a) Infiltration 740 238 360 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 600 1200 Subtotal (lines 6 to 13) 4525 5114 2017 2345 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4525 5114 2017 2345 15 Duct loads 10 % 10 % 453 511 10 % 10 % 202 235 Total room load T__F4978 5625 2218 2580 Air required (cfm) 282 248 126 114 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed f- wrigF tsoFt 2018-May-2411:53:16 ACCA ....•,«_. ,.._...,.__.,._,_., Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 3ReaganPointe7413AN\Lot13ReaganPointe7413AN.rup Calc = MJ8 faces: SE Right-M Worksheet 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: Lotl3ReaganPointe7413AN Date: 5/24/18 By: JA 1 Room name dining retreat 2 Exposed wall 27.5 ft 14.5 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 103.3 ft 103.3 ft2 1.0 x 234.3 ft 234.3 ft2 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 12Q Osw Frm wall, st 2A 2ov 2A-2ov 0.089 0.340 0.340 ne ne ne 2.`59 9:89 9.89 2.80 M45 22.45 0 0 0 J F 0 0 0 0 0 0 m 0 0 0 m 131 20 16 95 0 0 246 198 154 266 449 350 11 2B_2fv.._ 13A-7ocs Blk wall, s 0 340 ne-.._-__ ne 9:89 4.86 26.51. 5.26 0 5 53 O 256 w -_ _ 0 277 0. 0 0 0 0 0 0. 0IW0.167 61 G, W _.__ W 29-2h, 166 19ad_ _ 12C-Osw Frm wall, st 0.340 04 9 0.089 ne se 9.89 2.59 26.51 2.80 8 0 0 0 79 0 212 0 0 0 0 0 O 0 0 2A-2ov 2A-2ov 0.340 0.340 se se 9.89 9.89 27.08 27.08 0 0 0 0 0 0 0 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 W 2A-2ov 13A 7ocs Blk wall, s 11.D0___._,._ ' 0.340 0.167 0.390 se. se se_. 9.89 4.86 11.-35.._ 23.18 5.26 12.11 0 0 0 0 0 0 0 0 M::._. _ 0 0 0 0 0 0 0 0 0 0 0 0, 0 W 1N 1613-19ad 12C Osw Frm wall,'st 0.049 0 089 se sw 1.43 2 59 9 89 2.67 2 80 20 54 0 0 0 0 0 d. 0 0 0 0 0 A 0 mm 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 47 29 140 151 0 0 0 0 L-G N. 1OC-v 166_19ad._ ..._ .®._ 0.340 rr_._. MA9 sw sw.,__ 9.89 1.4_3 8.67 267 18 0..._: 18 O.. 177 m0 155 0 0 1_0 0 0 0 e IW 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 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 IW 13A 7ocs Blk wall; s" n0167nw 4.86 5.28 1'49 m __ 101 492 ry 532 0. 0 0 0 10C v 0.340 nw 9.89 18.56 0 0 0' 0 0 0 0 0 W 16B-19ad 12C Osw Frm wall r 0.049 0 096 nw 1.43 2.79 2.67 1 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L=D. 0 390 n' 11.35 12 ,17. 00 a_ . _.0 u C 16B-38ad 0.026 0.76 1.42 0 0 0 0 234 234 177 332 0 050 a®_ 1.45 9 73 r w w.m_ w 0 5 0 A._.___......__l F 20P-19t 0.050 1.45 0.73 0 0 6 0 23 23 33 17 28'78. 0 00 M_____ 103 28 w ._.791. 0 w_ Q 6 c) AED excursion 453 80 Envelope loss/gain 2410 2859 808 1334 12 a) Infiltration 550 177 280 90 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13) 2961 3266 1088 2424 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2961 3266 1088 2424 15 Duct loads 10 % 10 % 296 327 24% 21 % 259 652 Total room load 3257 3592 1347 3075 Air required (cfm) 185 1591 76 136 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. Fi- wrigtftsoft" 2018-May-24 11:53:16 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE DEL --AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lotl 3Reagan Pointe7413AN Date: 5/24/18 By: JA 1 Room name loth 2 bdrm 2 2 Exposed wall 6.0 ft 25.5 ft 3 Roam height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 12.0 x 13.5 ft 5 Room area 60.0 ft2 162.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw G Frm wall, st___.....0.089_ne_ 2A-2ov 0.340 ne 2.59 9.89 280,..__ 22.45 0,_.._._ 0 0__.__. 0 0 00..._. 0 0 0 0 O_....,.,..0. 0 0 0 0 0 0 0 0 0 0 II--GG 2A-2ov 26.2fv 0.340 0340._ne. ne 9.89 22.45 0 0 0 9 0 9 0 0 0, 11 IW - 13A-7ocs Elk wall, s 0.167 ne 9,89 4.86 26,51 5.26 0 0 0 0 0 0 0 0 QG262fv .- 0 340 ne,. ne._ 9 89 26 51 67 0 6 0 0 0 0 0 0 0 0 4. 9 W 12C-Osw Frm wall, st 0.089 se 1 .... 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 se se 9.89 9.89 27.08 27.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 2A 2oy.._. 0.340 0.340 se 9.89 23.18 23.18 0 0 0 0 0 0 0 4 0 0 0 0. W 13A-7ocs Blk wall, s._ 0.167 se.___.,__9.89 se 4.86 5.26 0 0 0 0 0 0 0 0 11.D0_ _ _ -__._ _.. 0.390 se_... 11.35. 12.11 0 0 0 0 0 0 0. 0. D_ W 16B-19ad 0.049 se 1.43 2.67 w W L-___,_ 12C Osw Frm walF st 0 089 sw 2.59 2 80 0 0 0 0 0 122 122 315 340 W 2A 2ov- _ . __ _- _-._-.. 13A-7ocs Blk wall, s 0 3400.167 sw_ sw 9.89 4.86 20 54 5.26 0 0 0 0 0 0 0 0 0 0 W._ 10C 1,9ad._ sw _ 9.89 s. _. 8 67 2.67 0 4 0 0 0 0 0 0 0 0. 0 16B W l-G_- 12C-Osw Frm wall, st 0:049 0.089 sw nw 1,43, 2.59 2.80 54 54 140 151 108 88 228 247 IW ' F-G 2A_2ov___._...._ 13A-7ocs'_Bl_k walls 1 OC-v 0.340 0 167 340 nw nw nw 9.89 4 86 9.89 22.45 5 26 18.56 0 O 0 0._,..__ 6 0 9 0 0 0..._. 0 0 20,_._____0198F_._.449 0 0 0 0 0 0 0 00 0 340 nw- 989 22.45.- m_ ._,.._0 0 W 166-19ad 0.049 nw 1.43 2.67 0 0 0 0 d 0 0 0 0 R 12C Osw"Frm wall r 0.096 2.79 1.88 0 0 0 0_ 0 0 0 0 11D0.___- ...._ 0,390_ n._ 11-35 1211 0 0 0 C_..,_.. 0.026 0.76 1 42 45 85 162 162 123 2301613_38ad 0 050 1.45 73 60 60 w 60 0 T F 20P-19t 0.050 1.45 0 0.73 1R 0 10 0 1.5 0 u- _.__..... 0 0 0 0 0 0 989 28 78 0 00 0 0 6 6 c) AED excursion 17 136 Envelope loss/gain 200 227 9501 1445 12 a) Infiltration 116 37 492 158 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 300 Subtotal (lines 6 to 13) 316 264 1443 1904 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 316 264 1443 1904 15 Duct loads 24% 27% 75 71 24% 27%1 343 512 Total room load 391 335 1786 2416 Air required (cfm) 22 15 101 107 Calculations approved by ACCA to meet_ all requirements of Manual J 8th Ed. wr gF tsoftw 2018-May-2411:53:16 7` ^- Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE 1 DEL -AIR Right-M Worksheet .lob: LoMlFleaganPointe7413AN mum0'Am 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 bdrm 3 mstr wic 2 Exposed wall 11.0 ft 11.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 139.5 ft 16.5 x 6.5 ft 5 Room area 139.5 ft' 107.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) 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 12C-Osw Frm wall, st- 0.089 ne' 2.59 2.80 0 0 0 0_._..0 0 0 0 2A 2ov 2A 2ov 0.340 0.340 ne ne 9.89 9.89 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 UJ 262fy _.. - ._--_ 13A-7ocs Blk wall, s 0340 0.167 ne ne 9,89 4.86 26.51.___ 5.26 0--... 0 0_. 0 0 0 9- 0 0 0 0_--•__0-- 0 0 0. 0 l-G 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0049-ne 0.089 se 143. 2.59 2.67_ 2.80 0_ 0 0..._.__ 0 0_ 0 0 41 41 105 113 2A-2ov 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 se se_ 9.89 9.89 23.18 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 013A-7ocs D 1.11DO _.-- .. --- _ 0. 390 se_..__1.1..35. 12.11 A_ 0 0-.---__ 0 0 0 0, W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C Osw Frm wall st 0 089 sw 2.59 2.80 99 79 205 221 59 59 152 164 A W 2ov_ _ ...-.__. 13A-7ocs Blk wall, s 0 340 0.167 Sw. sw 9.89 4.86 20_54 5.26 m20 0 W. ._ 4 0 198 0 411.- 0 0 0 0 0 0 0 9. 0 I- C_ W UV 10C- v .__. 19ad. 168------- 12C- Osw Frm wall, st w.-_ 0.340_sw 0. 049 0. 089 sw-_- nw 9. 89.---- 1. 43 2. 59 867 2. 67___-_-__0_- 2. 80 0 0 O____._-. 0 0_ 0 0 0 0 0______ R0 0 0..-.._ 0 0_- 0 0 0 0 0 0 0 2A- 2ov- -- ---- 13A- 7ocs Blk wall, s 0. 340 0. 167 nw nw 9. 89 4. 86 22. 45--_.- 5. 26 0__ 0 0____ 0 0 0 0. 0 0 0 0 O 0 0 0 0 iz W 1OC- v 2A: 2ov .____ _. __.._--.._.,M 166- 19ad 0. 340 a0340 0. 049 nw nw.. nw 9. 89 9$ 9 1. 43 18. 56 22, 45 2. 67 0 0 0 0 0_ 0 0 e0 0 0 0._ 0 0 v_.. 0 0 0 Q 0 0 0 0 0 0 Frm wall, r- 0.096 2.79 1.88 0 0' 0 0 T 0 0 0 0 I12C-0sw D 11D0 ---- - _ v - 0,390.-n 11.35 12.11_ 0 0 0 0-__---_ 0 0- 0 0 C 16B-38ad 0..76 1,42 106 198.._-_...107 107 81 152. F_ 20P1%._ 0. 026 0. 73._ 1 0 140 0_--_ 0 0--0 0 0 0 F 201P-19t 0, 050_ 0. 050 1. 45 1. 45 0.73 0 0 0 0 40 40 59 29 6 c) AED excursion 141 32 Envelope loss/gain 508 970 396 427 12 a) Infiltration 212 68 212 68 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) 720 1339 608 495 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 720 0 1339 0 608 0 495 15 Duct loads 24 % 27 % 171 360 24 % 27% 145 133 Total room load Air required (cfm) 892 51 1699 75 753 43 629 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ri- wr10ft1tsoFt- 2018-May-24 11:53:16 ACC*-, P ^-. ^ ••-"•••-,`_•-•1 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 3ReaganPointe7413AN\ Lot13ReaganPointe7413AN.rup Calc = MJ8 faces: SE PDEL-AIR Right-JO Worksheet Job: LoMReaganPointe7413AN OAT=-""COMM= 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 mstr we mstr bth 2 Exposed wall 3.0 ft 20.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 3.0 ft 1.0 x 112.0 ft 5 Room area 18.0 ft2 112.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw Fr'm wall, sit 0.089 ne 2 59 2.80 0 4 0 0 0 0 0 0 0 2A 2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2A 2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 26 2fv 0.340 ne 9.89 26.51 0 0 0 0 0 O 0 0 11 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0IW G 26-2fv 0.340 ne 9.89- 26.51 0 0, 0 0 0 0 0 0 W_ 1,66-19ad_ 1.43 0 0 0 Q 0 0 W 12C-Osw Frm wall, st 0.049 0.089 ne . se 2.59 2.67 2.80 0 0 0 0 86 78 201 217 2A-2ov 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 8 0 79 185 2A-2ov__- 0.340 se 9.89 2318 0 0 0 0_ 0 0 0 0 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 b 0 0 0 0 0 0 D 11DO- __ _ 0.390_ se 11.35 12.11 0 _. 0 0 0 O 0_ 0..__.__._._O W 16B-19ad 0.049 se 1.43 0 0 0 0 0 0 0 0 Tl 99 12COswFrmwall, §t 0.089' sw 2.59 2. 67 2. 80 27 27 70 76 99 256 277 2A 2ov__ _ 0 340 sw 9..89 20.54 0 0 0 0 0. 1 0 0. 0 W 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 sw 9.89 8.67 0 0 0 0 0 0, 0 W_ 1OC- v_ ---- -- 166-- 19ad 0. 340 0 049sw 1.43 2.67 0 0 0 Q 0 0 0 0 9 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 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 W 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 0 1 OC-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A20_ v.. 0.340 9:89 2.45 w0 0 9 0 0 R 0 0 G_ W 166-19ad 0.049 nw nw 1.43 2.'67 0 0 0 0 0 0 0 0 12C Osw Frm wall, r- 0.096 2.79 1S8 0 0 0 O 0 0 0 0 D 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 4-2 18 18 14 26 112 112 85, 1 59 F 20P_19t. _ -- 0.050 1.45 0.73 18 18 26 13 63 63 92 4G F 20P-19t 0.050 1.45 0.73 0 0 0 0 49 49 71 36 F.._ 22Atpl__._. _ _ 0989 28;78 0.00_..-..._ 0 0- 0 0 0 0 6 c) AED excursion 8 27 Envelope loss/gain 110 106 784 947 12 a) Infiltration 58 19 396 127 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 168 125 1180 1074 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 168 125 1180 1074 151 Duct loads 1 249/6 270/6 40 34 24%1 27% 281 289 JTotal room load 208 158 1460 1363 Air required (cfm) 12 7 83 60 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed pi - wrightsoPt ^ 2018-May-24 11:53:16 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 6 3ReaganPointe7413AN\ Lot 13Reagan Point e7413AN.rup Calc = MJ8 faces: SE 1 ®EL -AIR Right-J® Worksheet REM=-M 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: LotlMeaganPointe7413AN Date: 5/24/18 By: JA 1 Room name util mstr rm 2 Exposed wall 0 ft 33.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 7.0 x 6.5 ft 1.0 x 243.5 ft 5 Room area 45.5 ft2 243.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °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 12C-Osw Frm wall,'st' 0.089 ne 2.59 2,80 0 0 0 0 153 145 376 406 2A 2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2A 2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 26 0 0, 11 IW 13A-7ocs Blk wall, s 0 167 ne 4.86 5.26 0 0 0 0 0 0 0 0 G" 26 2fv,_ -_ µ_ O 340 ne 9_89 26.51 0 0 0 0 0 0 0 0 W VW ad _ __ _ r 4 049 W ne 1 43. 2 67 0 w.. a..._ D 0 0 10 j 0 14 27 W 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 144 97 252 272 2A-20v 0.340 se 9.89 27.08 0 0 0 0 16 0 154 422 2A-20v 0.340 se 9.89 27.08 0 0 0 0 16 0 154 422 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 16 0 154 362 W 13A-7ocs Blk wall; s" 0.167 se w U_ 5226 O_ 0 0 0 0 0 m._. p 0 D- Al DO _ 0.390 se_, 11:.35 12.1J. 0 a_ ._ __0 m .0 0 0 o 0__ 0. W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 11 11 16 29M 12C Osw Frm.wall, si 0 089 wsw m _-. 2.59 2.80 0 0 0 2A_2ovµa ,___ w0 340 sw_ 9.89. 20 54 0 0 0 0 0 IW 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 1 OC-v 0.340 sw 9.89 8.67 0 0 0 0 0 0 0 0 W _ 166 19ad . _ . 1 43 67 s_. 0 0 me__0 0 1,0 10 14 LL_ _ _ 27 IW 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 0 0 0 0 G_ 0.340 nw. 9.89 22.45 0 0 0 0 0 0 0 0 W 2A-2o_v 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 777' 0 0 0 0 0 0 I--G 10C-v ' 0 340 nw 9.89 18.56 0 0 0 0- 0 0 0 0 I_-._-G__ w2A-toy _ _ __. 0 340 a nw 9_89 22w45 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 11 11 16 29 12C Osw'Frm walk r- 0 096 279 1 88 0 0. 0 0 0' 0 0 0 161338ad 0 026 0.76 1.42 46 46 34 65 244 244 184 345 C _ _ 0050 145. 073 0_,.,_._ 7-' F 20P-19t 0.050 1.45 0.73 46 66 33 244 244 354 177 F .. 22A ipl _W _ 0 989 46 6 c) AED excursion 42 42 Envelope loss/gain 101 56 1768 2690 12 a) Infiltration 0 0 727 234 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 600 600 Subtotal ( lines 6 to 13) 101 656 2495 3754 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 101 656 2495 3754 15 Duct loads 24% 27%1 24 176 24 % 27 % 593 1009 Total room load 125 832 3088 4764 Air required (cfm) 7 37 175 210 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FL!- wrigtitsoft Right - Suite® Universal 2018 18.0.13 RSU24011 2018- May-2411:53:16Page 7 3Reagan Pointe7413AN\Lot 13Reagan Poi nte7413AN.rup Calc = MJ8 faces: SE i DEL -AIR Right-JO Worksheet REAM-=caN°nai'° 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 1 3Reagan Pointe7413AN Date: 5/24/18 By: JA 1 Room name bdrm 4 2 3 Exposed wall Room height 25.5 ft 9.0 ft heat/cool 4 5 Room dimensions Room area 12.1 x 13.5 ft 163.1 ft2 Ty Construction number U-value Btuh/ftz °F) Or HTM Btu h ft2) Area (ft2) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 G 12C Osw Frm wall, st 2A 2ov 2A 2ov 0.089 0.340 0.340 ne' ne ne 2:59 9.89 9.89 2.80 22.45 22.45 122 0 0 122 0 0 315 0 0 0 0 11 W 26-2fv„.._......,._ 13A-7ocs Blk wall, s 0340 0.167 ne, ne 9.89 4.86 6.51 5.26 0 0 0 0 0. 0 0_ 0 W W L-D. 26 2fv 166 19ad __....._ _ 12C-Osw Frm wall, st 2A-2ov 2A-20v 2A-2ov 13A 7ocs Blk wall, s 11 DO _._..____. _._,_.. 0.340 0 049 0.089 0.340 0.340 0.340 0 167 0. 390 ne_, ne se se se se se se.. 9.89 r _1 _- 2.59 9.89 9.89 9.89 4.86 11.35. 26,511 2 67 2.80 27.08 27.08 23.18 18 5.26 12.11. 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 m, , 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 V/ L_{G N•_..... W 72C Osw Frm wall st 2A_20v_,_..____. _.___... 13A-7ocs Blk wall, s 10C v ._.. 166 19ad,, 12C-Osw Frm wall, st 0 089 0 340 0.167 UN 0 049 0.089 sw sw . sw sw.. sw_ nw 2 59 9.89, 4.86 9 89 A. a 2.59 2.80 20,54 5.26 8 67 2.67 2.80 0 0 0 0 6 108 0 Q 0 0 0 88 0 0 0 r_0 228 0 00 0 d___. . 0 247 L3A-7oI16 r- G m-._G.. W Fj 2A-2ov 1cs BIk_ wall, s 10C v 16B-19ad 12C Osw Frm wall r_ m. _0.340 0 167 0.340 0.049 0.096 nwnw nw nw n.,_. 9.89. 4.86 9.89 1.43 2.79 11.35_ 22.45___ 5.26 18.56 2.67 1.88 12._11 0 0 0 0 0 0 0 0 mm 0 0 198 0 0 0 0 4`19__._-. 0 0 0 0 D,0390 C 0.026 076 142 162 162 123 23016B-m38ad A050 1 45. 0 73 0 0 0 0 F 20P-19t 0.050 1.45 0.73 0 m._ O 0 tpl_._._ ___. -_ _ 0 989 28.78 0.00 0 0'_ W _._.._ .0 0 6 c) AED excursion 139 Envelope loss/gain 863 1404 12 a) Infiltration 492 158 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 300 Subtotal (lines 6 to 13) 1355 1863 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1355 1863 15 Duct loads 24% 27%1 322 501 Total room load 1678 2363 Air required (cfm) 95 104 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed wrigtitsoft 2018-May-2411:53:16 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 8 ACC' K ..3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE DEL -AIR Duct System Summary KEAM6 - = CONWIM01 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 Project Information, For: David Weekley Homes 2904 Gipper Circle, Sanford, A 32773 Job: LotlVeaganPointe7413... 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 0.260 in/100ft 0.260 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 131 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 c 2416 101 107 0.306 6.0 Ox 0 VIFx 26.1 85.0 SO bdrm 3 c 1699 51 75 0.321 6.0 Ox 0 VIFx 20.8 85.0 st1 bdrm 4 c 2363 95 104 0.326 6.0 Ox 0 VIFx 19.4 85.0 st1 bth2 h 391 22 15 0.322 4.0 Ox0 VIFx 20.6 85.0 st1 dining h 3257 185 159 0.269 7.0 Ox 0 VIFx 31.3 95.0 st2 family h 4978 282 248 0.297 9.0 Ox0 VIFx 19.6 95.0 st2 kitchen h 2218 126 114 0.288 6.0 Ox 0 VIFx 22.9 95.0 st2 mstr loth h 1460 83 60 0.267 6.0 Ox 0 VIFx 27.5 100.0 st3 mstr rm c 4764 175 210 0.267 8.0 Ox 0 VIFx 27.2 100.0 st3 mstr we h 208 12 7 0.271 4.0 Ox 0 VIFx 25.5 100.0 st3 mstr wic h 753 43 28 0.260 4.0 Ox 0 VIFx 30.8 100.0 st3 pwdr h 1346 76 33 0.284 5.0 Ox 0 VIFx 24.6 95.0 st2 retreat c 3075 76 136 0.360 7.0 Ox0 VIFx 9.5 85.0 SO util c 832 7 37 0.273 4.0 Ox 0 VIFx 24.4 100.0 st3 SupplyTrunk Detail Table.: g Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 319 342 0.260 627 10.0 0 x 0 VinlFlx st1 sti Peak AVF 664 779 0.260 558 16.0 0 x 0 VinlFlx st2 Peak AVF 669 554 0.269 625 14.0 0 x 0 VinlFlx wrightsoft, 2018-May-24 11:53:17 Right-Suite(E) Universal 2018 18.0.13 RSU24011 Page 1 44C0% ... 3Reagan Pointe7413AN\Lot 13Reagan Poi nte7413AN.rup Calc = MJ8 faces: SE f Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrigi7tsoft® 2018-May-2411:53:17 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 3ReaganPointe7413AN\Lotl3ReaganPointe7413AN.rup Calc = MJ8 faces: SE 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lotl3ReaganPointe7413AN Builder Name: David Weekley Homes Street: 2904 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 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 corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 soronkler cover plates and walls or ceoldnas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/24/2018 11:51 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) EnergyGaugeOO - USRCSB v6.0 5/24/2018 11:50:53 AM 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: Lotl3ReaganPointe7413AN Builder Name: David Weekley Homes Street: 2904 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 1952 sq.ft. Cond. Volume: 17810 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data N HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) " : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Sectiop-R402.4.1.2. SIGNATURE: I PRINTED NAME: DATE: 5/24/2018 11:51 AM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: o i>rtE Sr4Tt o W-L EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2904 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/24/2018 11:51 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 11:51 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 Y2 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. 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. 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 11:51 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 11:51 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 (Mandatory 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. 5/24/2018 11:51 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BLDR MIN S 2' FROM WALL ie:ceow PEM:4HJ:J0__YOG--- a1W10LANAI 023 In N (33 I a e 3' bath duct C' DI I.G to roof cap w°A 1zx6 w/fan o v O1`s°d 0 a..r Nutone 696RNB xs 7' 3.5 ton ./Bk. 240v Iph 18.13 plen x4 .cd FAMILY KITCHEN ppl.t'armfby wBEDRM 2 NI at. 10 HDNEYWELL 2 ZONE BAT M 4 DAMPER SYSTEM S HZ221K IOx6 l.ctl 6 12'xI2' AI' 1 ,1016 m ARDI6TZ 105 lox10 r r 14x825' I.cd gARDI4TZ '!I c 6' 4 0 1D rap fit, 1.cdCPRD12Ca9, RATS C7735A 1000 refs 4x1 Q lilt a+' AG OTH6320U20D8D7 10x10rag _ ZTH6320U20DBDAGcix rt s ss BEDRM3B, 24x1e L FT $" Z ENTRY R 16. 13M1 1Dx6 I. cd 6 N 0x ; 12x6 is d m 6' outsidoe 12 nal aesWO CU 35 2CARntl r • roe o H ll cnP or—W. n/= d..t ha.e ti lL UU a O~ v 3' bath ductARAE10• Ra ll to wall Cap I HONEYWELL Y8150 FRESH 4' wryer duct 16x16 rag w/fan i AIR VENTILATION SYSTEM :id;y vnt bax - its to Nutone 696RNB Transfer ducts/grilles I 8.4laid 13 le FLEXABLE ICI sizedincomplianceWith6' FLE%OCK, METAL PIPE, rl I4, Florlda Residentlal Building 4' 11 4 l--a-- 11 wsosr Code - M1602.4 Balanced II sv„s„a 4' Return Air, exceptions 9 V I` SI 1- 3, Builder must provide INSULATE V/ 1.5 IN DUCT WRAP WALL CAP d w 16x16 x unrestricted IInchi__—_8'— iopti WITH IN ECTIiII undercutondoors to TDRVEN RAG 210 habitable rooms. Y8150 FRESH AIR DAMPER OWN R'S I 14x8 1.cd LA Qj BA Ox6 1. i OWNER' i 3' bath duct 6o RETREAT 1 OUTSIDE p AIR DETAIL TO SDFFIT DR WALL CAP to roof cap u.eorw ,s+ a' w/fan suo. x Nutone 696RNB < L-------------- olT c o z 3 a c CD o CU a4' dI\ L,_ Q I\ J Ce z Rating o Nm Lu > z Q I m I-- Q J O D Q of 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. Ln (L J (n 1:: 0 t RECORD COPY M t AAu n Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 i Ug knP. sic we a• LRJ SH0 /rlodQ-\ ILI13 Spegalplumbing-corn LIC# CFC1428683 1 8 - 2 5 5 7 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 13, 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 St. Johns River Water Management District SB = Set Backs, 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 from National Geodetic Benchmark'T 711", published elevation of 127.95 feet. This elevation note per plat) e0 Qa QOc;,. A w0• / r a5e e, ... Age o ozo /%O••............ sr..:::::::::.:. y Q;:? •i a)`U'AS4(yr O,ff•:,?: ii4:{t: h.;.R:isv`:.•l tC YOp `tY'ri.•.iii:•i:ii:i.• y Foam f ' 7 .. o ^:...; N5y ti °a•:::.::: 6• 4I7) [1 I e Oflaanndo Sanford loflc akeMary (;yl ;;,i7) 144r Airport r i2904 Gipper Circle Spring 4, Hammock Preserve, 4t7 . 2904 PPER CIRCLE, SANFORD, FLORIDA 32773GI L1 L2 S 40'51'28" W 40.00'(P) S 40'51'28" W 190.48'(P) This is NOT a Boundary Survey i8-zss7 L3 N 40'51'28"E 40.00'(P) J U N 2 6, Ad tS Ok to construct single family home with setbacks and impervious area shown on plan. Is,e - S-• / 4f 8' • t e`O • : 4, F a" G W 2904 GIPPER CIRCLE, CA9 SANFORD, FL 32773 Area Calculations N Total Lot Area= 3,200 sq ft (100%) Impervious Area in Square Feet: Total House Foot Print = 1,127 sq ft (35%) Total Porch and Deck/Lanai = 164 sq ft (05%) Total Driveways = 320 sq ft (10%) r Total Walkways = 41 sq ft (01 %) Total A/C Pads = 16 sq ft (0.5%) W E 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 = 0,00012 0,000 sq ft (00%) S Elevations are based on civil grading plans. Lot is Type "A" Grading Plan Field Date: 5/3/2018 Date Completed: 05/03/16 Drawn By: G.S. File Number:IS-46872 PP Legend- C Calculated PC - Point of Curvature Centariina Pg. - Page B Concrete Block PI - Point of Intersecllon CM concrete Monument P.O.B.- Point of Beginning Cone. Concrete P.O.L. - Point on Line D Description PP - Power Pole DE Drainage Easement PRM - Permanent Reference Es m Easement Monument F.L.M.A.- Federal Emergency PT - Point of T angency Management Agency R - Radius FFE Finished Fiber Elevation Rad. - Radial F nd. Found R&C - Rebar & Cap IP Iron Pipe Rea - Recovered L Length (Arc) Rfd. - Roofed M Measured Set - Set Y" Rebar & N&D Nail & Disk Rebar Cap "LB 7623" N.R. Non-Radtal Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - we at Meter P.B. Plat Book A - Delta (Central Angle) ri-- Wood Fence 0— - Chain Link Fence 4l = Proposed Elevation NOTES - Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Stect to any Easements and/or Res Vic tians of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB-. Building Ties are NOT to be used to reconshuct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written verification, WIII be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - PROPOSED DRIVEWAY OVER SOUTH EASEMENT. DoeuSigned by: fia&i& 4. I n,( ,14 Graphic Scale 1 30' 60' Scale: 1 "=30' I hereby CeRlfy that lnls Boundary Survey or the above uesanoec r•ropeny is True and Cormcl to the Best of my Knowledge and Belief as recently Surveynd under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Survcyii In the State of Florida In acwrda•tce with Chapter 5117.052 Florida Administrative Codes, Pursuant Iqsliption 472X27 Florida Statutes. K. FORTHEFIRN 7623 This Survey NOT VALID UNCE $ aid Embossed with Surveyors Seal. Ireland It Associates SnrveOng, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678.3366 Fax407.320.8165_ RECORD COPY Residential Load Demand General Method 1952 square feet X 3VA = 5856 VA Small appliance load = 3000 VA Laundry = 1500 VA total 10,356 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2575 VA total 5575 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,845 VA - 240V= 145 amps= 150 amp service Model 7413 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City James Lanier EC 0002989 Sanford Office # 407-933-7771 nf--- 2557 y RECORD COPY is City of Sanford 3 Building and Fire Prevention Product Appro all, , cification Form Permit ## 1 8- 2 5 5 7 SANpORo Project Location Address_ q R `C--\K--Q----'& As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product 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 1 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. HardiePlank, 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 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 2014 ALPINE A'IN CO3WAN! Ciro /nfnrmnfinn- ustomer:.vAccu-Span Truss Company Job Number: 20681 lobDescription: 7413 - A /7413 - A -David W eekley Homes lddress: LOT 13 REAGAN POINTE City, State, Zip: Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.20 JRef #: 1 W aN4080010 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 35 truss drawings and 4 details. Item Seal # Truss 1 123.18.1113.57541 Al 3 123.18.1113.57370 A3 5 123.18.1118.43457 A5 7 123.18.1113.57183 131 9 123.18.1118.46570 B3 11 123.18.1113.57510 C1 13 123.18.1113.57433 EJ7 15 123.18.1118.51773 EJ713 17 123.18.1113.57276 CJ3 19 123.18.1113.57416 HJ3 21 123.18.1118.54427 FG1 23 123.18.1113.57135 F02 25 123.18.1113.57309 F03A 27 123.18.1113.57572 F05 29 123.18.1113.57058 F06 31 123.18.1113.57199 F08 33 123.18.1113.57200 F10 35 123.18.1113.57308 F12 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 123.18.1118.33097 A2 4 123.18.1113.57106 A4 6 123.18.1113.57260 A5A 8 123.18.1118.45003 B2 10 123.18.1118.48563 B4 12 123.18.1113.57121 EJ3 14 123.18.1118.50250 EJ7A 16 123.18.1113.57231 CJ 1 18 123.18.1113.57434 CJ5 20 123.18.1113.57480 HJ7 22 123.18.1113.57339 F01 24 123.18.1113.57230 F03 26 123.18.1113.57043 F04 28 123.18.1113.57573 F05A 30 123.18.1113.57074 F07 32 123.18.1113.57385 F09 34 123.18.1113.57105 F11 This docu a nt has been electronicai signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic vers ion. i .... N11fiMMq ti• xGF-NS i iVO. 70Mj l STATE OF E A64V s ovyJ, 05/ 04/2018 Printed 5/4/2018 11:13:16 AM ALPINE n'ITN C@k°n111 0:4— 1..9......,...4:..... J11tc nnuiniauuu. Customer: Accu-Span Truss Company Job Number: 20681 JobDescription: 7413 - A /7413 -A -David Weekley Homes Address: LOT 13 REAGAN POINTE City, State, Zip: Item Seal # Truss Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss This document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. t ...aN1NNip"No ill • STATE OF f m OR to S 0NA 05/04/2018 Florida Certificate of Product Approval #FL1999 Printed 5/4/2018 11:13:16 AM Job Number: 20681 Ply: 1 SEQN: 141424 / T5 / COMN Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David W eekley Homes City: 2 FROM: CH DrwNo: 123.18.1113.57541 Truss Label: Al KM / BAF 05/03/2018 7'6"12 + 15' + 22'5"4 30' 7'6"12 7'5"4 7'5"4 7'6"12 1114X6D 30' - 10, 10, 10, 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 23.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #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. N N s-19'8" 12 10, 4 30' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.098 H 999 240 B 1306 / 144 / 637 / - / 180 / 4.0 VERT(TL): 0.245 H 999 240 F 1307 / 144 / 637 / - / - / 4.0 HORZ(LL): 0.036 H - - Wind reactions based on MWFRS HORZ(TL): 0.063 H B Min Big Width Req = 1.5 Creep Factor: 2.0 F Min Brg Width Req = 1.5 Max TC CSI: 0.474 Bearings B & F are a rigid surface. Max BC CSI: 0.955 Max Web CSI: 0.289 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B - C 455 -2182 D - E 468 -1968 C - D 468 -1967 E - F 455 - 2184 o. 708 1 S AT fl 1 ` COA 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1878 - 299 H - F 1879 - 320 1- H 1258 -138 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 757 -146 D - H 759 -146 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a 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 plates to each face, ofptruss and position as shown above and on the Joint Details, unless noted otherwise. 2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildingComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the aumvCOMPANY trussinconformancewithANSI4PI1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionq engineering responsibility solely for the desi n shown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Orlando FL, 32837 Formoreinformationseethisiob's aeneral notes oaae and these web sites: ALPINE: www.alpinedw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com: ICC: www.iccsafe.o Job Number: 20681 Ply: 1 SEQN: 141448 / T40 HIPS Cust: R408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 2 FROM: CH DrwNo: 123.18.1118.33097 Truss Label: A2 KM / BAF 05/03/2018 13' + 17' 5'S"9 4' 5X6 =5X6 E T3 F 30' 22'5"9 2'1" 30' 5'5"9 +T 6,11" 1'4" 6,9„4 3'2"12 2'8"8 +2' 0. 32"12 6'9"4 _i_1 4 66 4 10' 12'8"8 17'1"12 20' 23'2.. 2 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/# Loc R / U / Rw / Rh / RL / W B 1215 / 146 / 642 / - / 159 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.079 N 999 240 BCLL: 0.00 Enclosure: Closed ILL: NA Cs: NA VERT(TL): 0.214 N 999 240 1 1215 / 146 / 642 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.034 K - - Wind reactions based on MWFRS Des Ld: EXP: B HORZ TL : 0.064 K B Min Br Width Re 1.59q Code I Misc CriteriaCL10. 00 NCBCLL: 00 Mean Height: 22.99 ft9 CreepFactor: 2.0 I Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.357 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.455 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: 0.478 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.20 B-C 498 -2016 F-G 443 -1495WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense: 33 2x6 SP #2: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. r 0.708 4 o A , 05/04/2018 C-D 421 -1518 G-H 419 -1512 D - E 444 -1501 H - 1 497 - 2015 E - F 441 -1276 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 1734 - 341 M - L 1731 - 366 P - O 1731 - 342 L - K 1731 - 366 O - N 1731 - 342 K - I 1734 - 365 N - M 1273 - 203 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 168 - 513 F - M 390 - 83 N - E 390 - 67 M - H 168 - 516 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, bVv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, 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. 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 to build the nn mv:oMruv truss In conformance with ANSIf PI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproessionarengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general _notes page and these web sites: ALPINE;. www.alpineitw.com; TPI www.tpinst,org; SBCA: w vsbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141426 / T44 / HIPS Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David W eekley Homes City: 2 FROM: CH DrwNo: 123.18.1113.57370 Truss Label: A3 SN / 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 " 5'9"4 5'9"4 8'3" 8,3" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 11' 57' 12 19, 8' 5X6 = 5X6 D E 6,9„ 15, Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 30' 21'9" 24'2"12 + 30' 52"12 5.9"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.085 J 999 240 VERT(TL): 0.232 J 999 240 HORZ(LL): 0.035 1 - - HORZ(TL): 0.066 1 Creep Factor: 2.0 Max TC CSI: 0.690 Max BC CSI: 0.695 Max Web CSI: 0.158 VIEW Ver: 17.02.01A.1114.21 rr.+• - lA i p.708 Q• SAT fl rQ t •. j r...,.,...• s ONA1.E, COA #o,,,nl,,,, 05/04/2018 83 14 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1215 / 148 / 642 / - / 139 / 4.0 G 1215 /148 /642 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 535 - 2019 E - F 523 -1825 C - D 524 -1825 F - G 534 - 2019 D - E 464 -1464 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1746 - 382 J - 1 1417 - 287 K - J 1417 - 266 1 - G 1746 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 415 -75 E-I 415 -74 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy 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 B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build incLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M, COMr Ny truss in conformance with ANSIITPI 1, or for handlin4, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 13723 Riverport Drive I isting this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The suitability Suite 200anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI(fPl 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: w .al ineilw.com; TPI: w .t insl.o ; SBCA:—sbandust .mm: ICC:—imsafe.org Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141427 / T9 / HIPS Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 2 FROM: CH DrwNo: 123.18.1113.57106 Truss Label: A4 SN I DF 05/03/2018 4'94 9' 15' 21' 25Z 12 30' i 4'9"4 + 4'2"12 + 6' + 6' 4'2"12 + 4'9„4 5X6 II2X4 = 5X6 D E F 12 6 2X4 2X4 C G l B H 4-3 A I 3X6(A 1) = 3X4 = 5X8 = 3X4 = 3X6(A 1) 30' 9 6 } 6 -I- --- - 14 r 9' 315' 21' 0' 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/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.102 E 999 240 B 1215 / 276 / 639 / - / 119 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.278 E 999 240 H 1215 / 276 / 639 / - / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 J - - Wind reactions based on MW FRS EXP: B HORZ TL : 0.070 J B Min Br Width Re = 1.5DesLd: 37.00 ( ) 9 q - Mean Height: 21.99 ft Code / Misc Criteria CreepFactor: 2.0 H Min Brg Width Reg = 1.5 NCBCLL: 00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.3462. Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.750 Members not have forces less 5# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.149 Maximum Top Chord Forces Per PlytedIbs ) Loc. from endwall: not in 9.00 ItFT/RT:20(0)/10(0) Chords Tens.Comp. Chords Teens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 569 -2038 E - F 577 -1864 C- D 516 -1799 F-G 515 -1799 Lumber D - E 577 -1864 G - H 569 - 2038 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B - L 1 T72 - 420 K - J 1566 - 333 Wind loads based on MWFRS with additional C&C L - K 1566 -309 J - H 1772 -444 member design. Ntnarntrglr 48 1 - z SAT O • COAL ON 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 fabdcatinq, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o2herwise,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 bracinc7 installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 16OA-Z for stndard plate positions. a ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN OW COMPANY truss in ANSI/ TPI PI 1, forhandlin installation bracing trussesA this drawing conformance with orshipping, and of seal on or cover page 13723 Riverport Drive listing this drawing, indicates acceptance of pro essronar engineering responsibility solely for the design shown. The suitability Suite 200 b and useofthisdrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/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.sbandust -corn: ICC: -icesafe.org, Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141443 / T4 HIPS Cust: R408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1118.43457 Truss Label: A5 KM / BAF 05/03/2018 fl 7' 5'10"l 15' + 23' 30' 8' 8' 7' 5X6 =3X4 7X8 C D E 12 T 6 T1 1113X8 W6 =5X6(C8) N g F 4 BLiG 1 19'8"12 4X6(A1) ,n2X4 =7X8 =7X8 B3 ts4X10=4X10(C8) 1'4" 4. 2..8 4'28i,28 11' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense :T1 2x4 SP #2 Dense: Bot chord 2x6 SP #2 :B3 2x6 SP SS: Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: Lt Wedge 2x4 SP #3::Rt Wedge 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 25.73 TC: From 28 plf at 25.73 to 28 plf at 26.94 TC: From 56 plf at 26.94 to 56 plf at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 25.73 BC: From 10 plf at 25.73 to 10 plf at 26.94 BC: From 20 plf at 26.94 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 BC: 2244 lb Conc. Load at 25.73 BC: 319 lb Conc. Load at 26.94 Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 30' 8' + 6'9"8 + 4.2.8 r 1'4" 19' 25'9"8 30' 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): 0.201 D 999 240 L 1552 / 331 / - / - / - 4.0 Lu: NA Cs: NA VERT(TL): 0.545 D 955 240 F 3394 / 584 / - I - / - 4.0 Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS HORZ(TL): 0.101 H L Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.955 Bearings L & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.767 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.640 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.20 B - C 545 -2839 D - E 690 -4022 C - D 584 - 3231 E - F 1055 - 6624 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 2485 - 461 1 - H 3904 - 693 K - J 2387 - 490 H - F 5881 - 922 J-1 3896 -769 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 1116 -124 1 - E 579 0 J - D 244 - 882 E - H 3151 - 364 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, byv TPI and SBCA) for safety practices poor 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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have braclnqq insTalled per BCSI sections B3, 67 or 810, as applicab e. Apply plates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise. kefer 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 µnwe,,,p,,,Y 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 listing thisdrawingindicatesacceptanceofpro-fessionat engineering responsibility solely for the des iggn shown. The suiCability Suite For 305 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al meitw.com; TPI: www.t insto ; SBCA: www.sbcindust .com; ICC: -.iccsafe.orq, Orlando FL, 32821 Job Number: 20681 7413 - A /7413 - A -David Weekley Homes Truss Label: A5A fi T 6' 1'4" 6'10"4 6' 10"4 Ply: 1 Qty: 1 11'11"7 1T10"13 4.11"7 5'117 SEQN: 141441 / T10 / HIPS Cust: RR408 JRef: 1WaN4080010 FROM: CH DrwNo: 123.18.1113.57260 SN / OF 05/03/2018 23' 5'1"3 6X6 1112X4 = 3X4 _ 6X6 C D T2 E F Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense :T2 2x6 SP #2 Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 pIf at -1.33 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 22.97 BC: From 20 plf at 22.97 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 384 lb Conc. Load at 7.03,22.97 TC: 169lb Conc. Load at 9.06,11.06,13.06,15.00 16.94,18.94,20.94 BC: 478 lb Conc. Load at 7.03,22.97 BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.00 16.94,18.94,20.94 Wind Wind loads and reactions based on MWFRS. 30' 5'1"3 6'2"15 11' 11 "7 18'2"5 4'11"7 23'1"12 29' 30' 6j 6' 10"4 30' 1' 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): 0.275 D 999 240 B 2811 / 678 Lu: NA Cs: NA VERT(TL): 0.743 D 700 240 G 2811 / 678- Snow Duration: NA HORZ(LL): 0.069 1 - - Wind reactions based on MWFRS HORZ( TL): 0.128 1 B Min Brg Width Req = 3.3 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 3.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.793 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0 604 4. 0 4. 0 T 1 Rep Factors Used: Yes RepFactorsMax Web CSI: 0.745 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 10( 0) FT/Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02 01A 1114 21 B - C 1337 -5610 E - F 1555 -6510 C - D 1567 - 6546 F - G 1337 - 5606 D - E 1566 - 6544 05/ 04/20 i 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 4962 -1166 J - 1 4931 -1167 L - K 4934 -1168 1 - G 4958 -1166 K - J 6566 -1580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L- C 641 0 E- J 307 - 676 C - K 1957 - 484 J - F 1936 - 474 D- K 303 - 659 F- I 626 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, bVv 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 sheathingc] and bottom chord shall have a propperly attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to ALPINE 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,NMIIP, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing, indicates acceptance of pro essrona engineering responsibility solely for the desi n shown. The suitability and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this fob's general notes page and these web sites: ALPINE: www.alpmeitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orcj Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141428 / T29 / COMN Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 3 FROM: CH DrwNo: 123.18.1113.57183 Truss Label: B1 SN / 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 " 1.4" 6'S"4 12'10" 19712 6'S"4 64"12 6'4"12 9'10" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 25'8" 25'8" 6'S"4 6• 9.101• 15'10" 25'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1099 / 126 / 555 / - / 147 / 4.0Pf: NA Ce: NA VERT(LL): 0.064 H 999 240 Lu: NA Cs: NA VERT(TL): 0.166 H 999 240 F 1013 / 107 / 497 / - / - / - Snow Duration: NA HORZ(LL): 0.027 G - - Wind reactions based on MWFRS HORZ(TL): 0.048 G Creep Factor: 2.0 B Min Brg Width Req = 1.5 F Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.386 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.748 Rep Factors Used: Yes Max Web CSI: 0.193 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VI EW Ver: 17.02.01 A. 1114.21 B-C 408-1746 D-E 398 -1485WAVE C - D 375 -1476 E - F 430 -1759 00 o. 748 1 o . SAT O , • 4. 1 . COA'caa'ONAL •' 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1504 - 308 G - F 1520 - 312 H - G 1041 -144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - D 488 - 94 D - G 505 -104 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, 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 o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, B7 or B10, asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MrTw Co~ truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 13723 Riverport Drive Iistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the desi n shown. The sui£ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 200 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; SBCA: www.sbcindust .corn; ICC: —.iccsafe.on Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141429 / T1 SPEC Cust: R408 JRef: lWaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1118.45003 Truss Label: B2 KM / BAF 05/03/2018 1'4" 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 " 12'10" + 19'2"12 _1_ 25'8" 6'S"4 6'4" 12 16 4"12 6'6"4 9.101. 9'10" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 25'8" 6' 15,10" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.057 1 999 240 VERT(TL): 0.154 1 999 240 HORZ(LL): 0.024 H - - HORZ(TL): 0.045 H Creep Factor: 2.0 Max TC CSI: 0.363 Max BC CSI: 0.735 Max Web CSI: 0.170 VIEW Ver: 17.02.01A.1114.20 0.7108 1 Y 0 ic`•' 1 '•`'a COA'f)Da7 oINAL 05/04/2018 v 19'8"12 9.10" + 1'4" 25'8" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1051 / 125 / 555 / - / 158 / 4.0 F 1051 /125 /555 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 396 -1636 D - E 371 -1364 C - D 371 -1365 E - F 396 -1635 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1407 - 255 H - F 1406 - 279 1 - H 962 -114 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 446 - 97 D - H 442 - 98 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 o herwise,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. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. LPPI NN Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY 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 design shown. The suitability Suite 305 anduseofthisr7awingforanystructureisperesponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI:—.tpinst.org; SBCA:—.sbondustry.mm; ICC:—.iccsafe.orq Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141430 / T2 GABL Cust: R408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1118.46570 Truss Label: B3 KM / BAF 05/03/2018 6'10"12 + 12'10" + 18'9 6'10"12 5'11"4 511"4 6'10"12 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 " j- 10,101, —j 1 W 6.9.. 6,9.. Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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 See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 25V 12'10" 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 Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 F 999 240 VERT(TL): 0.112 F 999 240 HORZ(LL): 0.012 D - - HORZ(TL): 0.022 D Creep Factor: 2.0 Max TC CSI: 0.458 Max BC CSI: 0.456 Max Web CSI: 0.464 VIEW Ver: 17.02.01A.1114.20 05/04/2018 v o.19'8"12 6'9 1'4" 25'8" Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W B 782 / 191 / 430 / - / 158 / 4.0 K* 198 / 46 / 102 / - / - / 80.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearings B & O 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 488 -1086 E - H 370 - 545 C - E 367 - 558 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 906 -305 Q - P 903 - 305 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 336 - 553 H - O 412 - 817 P - H 589 - 202 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracincl 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. f2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u mvcoMruv 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 I isting this drawing indicates acceptance of progessional_ engineering responsibility solely for the design shown. The suit9ability Suite 305 and useofthisdrawing, forany 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 meitw.com; TPI: www.t inst.or ; SBCA: www. sbcindust .com; ]CC : www. iccsafe.org Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141431 / T39 COMN Cust: R408 JRef: 1 WaN4080010 7413 - A /7413 - A -David W eekley Homes Qty: 5 FROM: CH DrwNo: 123.18.1118.48563 Truss Label: B4 KM I BAF 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 " 6'14 '1 12'10" 14'3"j2 18'8"4 + 25'8" 3'9'2 6'8"14 1'S"1 4'4"8 6'11"12 2.4" ) 6' 2'4' 8'4' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.95 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 31 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 25'8" 5'4" 13'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE v 19'8"12 6" 4'6"4 6'11"12 1'4" 2' 18-8.4 25'8" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.260 C 999 240 A 975 / 217 / 506 / - / 153 / 4.0 VERT(TL): 0.714 C 621 240 G 1047 / 249 / 553 / - / - / 4.0 HORZ(LL): 0.165 1 - - Wind reactions based on MWFRS HORZ(TL): 0.309 1 A Min Brg Width Reg = 1.5 Creep Factor: 2.0 G Min Brg Width Reg = 1.5 Max TC CSI: 0.780 Bearings A & G are a rigid surface. Max BC CSI: 0.651 Max Web CSI: 0.542 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.1114.20 A - B 264 -425 D - E 795 -1439 B - C 1086 - 2333 E - F 736 -1523 C - D 922 -1913 F - G 730 -1642 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 2288 - 921 1 - G 1400 - 533 M-J 1141 -330 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 502 - 870 D - J 607 - 324 M - D 762 - 329 J - 1 1422 - 538 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, byt TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted o herwlse,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 63, B7 or B10'Oil asapplicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nn my courwr 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 thisdrawingindicatesacceptanceofpromesslonafengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t instor ; SBCA: www.sbcindust com; ICC: wwwJocsafe.orq Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141432 / T15 / GABL Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57510 Truss Label: C1 SN / 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 " 9,8„ 98„ 3'8"2'--- TYP) f— 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.16 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS 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 See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 19'4" 9,a„ 4F4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5X6 19'4" 19.4" 19'4" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 L 999 240 VERT(TL): 0.004 L 999 240 HORZ(LL): 0.001 L - - HORZ(TL): 0.002 L Creep Factor: 2.0 Max TC CSI: 0.160 Max BC CSI: 0.077 Max Web CSI: 0.050 VIEW Ver: 17.02.01A.1114.21 05/04/2018 1'4" —{ A Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W B* 73 / 17 / 36 / - / 7 / 228 J 237 /52 /144 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = - J Min Brg Width Req = 1.5 Bearings B & J are a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building mCoponent Safety Information, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporalrrYY bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachetlrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each faceoftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW B uildinl Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the MI rrw COMPANY truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , , 13723 Riverport Drive I isting this drawing indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 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.sbandust .com; ICC: www.iccsafe.o Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141433 / T41 / EJAC Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes City: 2 FROM: CH DrwNo: 123.18.1113.57121 Truss Label: EJ3 SN / DF 05/03/2018 C O r— LO B N A p 2X4(A1) 1r4" 3' _ 3' 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 Ct: NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA B 222 / 43 / 141 / - / 60 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 /- / 36 / - / - 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D C 59 / 27 / 20 / - / - 1.5 Des Ld: 37.00 EXP. B HORZ(TL): 0.001 D Wind reactions based on MWFRS NCBCLL: 00 Mean Height: 20.49 ft Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.002. TCDL: 4.2 psf BCDL: 5.0 sfp Bldg Code: FBC 2017 RES Max TC CSI: 0.225 D Min Brg Width Req = - Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.068 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C8C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1 114. 11 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MW FRS with additional C&C member design. 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 mCoponent Safety Information, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 Joinf Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinqq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the v ITWCO PMY truss In conformance with ANSI TPI 1, or for hancllinq shipping, installation and bracing of.trussesA seal on this drawing or cover pagqe .. 13723 Riverport Drive I isting this drawing, indicates acceptance of pro7essionaf engineering responsibility solely for the desi n shown. The suiTabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more infonnaflon see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinsl.org; SBCA: w .sbcindustry.wm; ICC: w .iccsafe.orq Maryland Heights, MO 6304; Job Number: 20681 Ply! 1 SEQN: 141434 / T37 / EJAC Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 9 FROM: CH DrwNo: 123.18.1113.57433 Truss Label: EJ7 SN / 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 " f-- 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 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: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' T Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.013 D HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.598 Max BC CSI: 0.456 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 k'G Sic • + p. 708 1 4_7 coo v, 0 AI. 05/04/2018 C Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 58 / 220 / - / 121 / 4.0 D 127 /- /84 /- /- /1.5 C 169 /78 /68 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 bracingper BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachd riqid ceilinq. 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 oftrussand 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 Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wmv coMvuv truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive Iistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiCability anduseofthisgr'awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: www.t inst.o ; SBCA: w .sbcindust .com; ICC: —.iccsafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141438 / T8 HIPM Cust: R408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1118.50250 Truss Label: EJ7A KM / BAF 05/03/2018 4'2"8 i7' 4,2„8 2,9„8 4B4 - 4X8C 12 6 W r` in N A T3 L-1 —q 4 19'8"12 E D 1116X8 1113X6 3X6(A1) 7' 4'6" 2'6" 4'6" 7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.13 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: 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 pif at 7.00 BC: 1013 lb Conc. Load at 0.73, 2.73, 4.73, 6.06 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.029 E 999 240 A 2266 / 292- VERT(TL): 0.076 E 999 240 D 2244 / 287- HORZ(LL): 0.012 E - - Wind reactions based on MWFRS HORZ(TL): 0.022 E A Min Brg Width Reg = 2.7 Creep Factor: 2.0 D Min Brg Width Reg = - Max TC CSI: 0.545 Bearing A is a rigid surface. Max BC CSI: 0 665 W 4.0 Max Web CSI: 0.540 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.1114.20 I A-B 299 -2194 B-C 257 -2051 i i o. 708 1 A. J. coA q t40N L 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 1951 - 253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 711 - 27 C - D 240 -1745 E - C 2657 - 332 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 o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or M as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. LPI N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M Tt M,,,MY 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 D veIistingthisdrawingindicatesacceptanceofproesstonaengineeringresponsibilitysolelyforthedesignshown. The suitabdtty Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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 insto ; SBCA: www.sbcindust .corn; ICC: wwwJccsafe.orcj Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141442 / T6 HIPM Cust: R408 JRef: 1 WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1118.51773 Truss Label: EJ7B KM / BAF 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 3' 7' 3' 4' 12 = 4X6 III 2X4 6 B C T M O A 19'8"12 E D 1112X4 = 3X4 2X4(A1) 3'1 "12 3'1 "12 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.83 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 3.00 TC: From 28 plf at 3.00 to 28 pif at 7.00 BC: From 20 pif at 0.00 to 20 pif at 3.03 BC: From 10 plf at 3.03 to 10 pif at 7.00 TC: 90 lb Conc. Load at 3.03 TC: 59 lb Conc. Load at 5.06 BC: 119 Ib Conc. Load at 3.03 BC: 50 lb Conc. Load at 5.06 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3' 10"4 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 E 999 240 VERT(TL): 0.020 E 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.005 D Creep Factor: 2.0 Max TC CSI: 0.265 Max BC CSI: 0.236 Max Web CSI: 0.174 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 379 /77 /- /- /- /4.0 D 319 /66 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 17.02.01A.1114.20 J A - B 117 -575 P1 HNoll . fi 't GE o. 708 1 S Ai c0 #0''9+,y, 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 483 - 90 E - D 501 - 88 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-D 91 -525 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabdcatinq, 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 'JAI perBCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached dgid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE NEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Bu i Id inq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Mmy co~ truss in conformance with ANSIPI1, or for handling shlppin , installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listing this drawing indicates acceptance of pro-fessiona engineering responsibility solely for the design shown. The sui£ability Suite 305 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's general notes oage and these web sites: ALPINE: w .a!pineitw.com; TPI: w .t insto ; SBCA: w .sbcindust .cam; ICC:-.iccsafe.orq, Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141435 / T43 / JACK Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 8 FROM: CH DrvNo: 123.18.1113.57231 Truss Label: CJ1 SN / DF 05/03/2018 4"3 J_ 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: 19.99 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 12 V " / 1' 1'4" 1' C o Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.198 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 i o. 708 1 A ATS 0 '4 COA 05/04/2018 zo Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /54 /137 /- /32 /4.0 D 9 /10 /15 /- /- /1.5 C -36 /36 /23 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installingand bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byt TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted o herwiseJop chord shall have properly attached structural sheathing and bottom chord shall have a pro y attached rigqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicab e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, ing this drawing indicates acceptance of pro esslona engineering responsibility solely for the desi n shown. The suitability JuseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpmst.org; SBCA: wwwsbandustry.com; ICC: www.iccsaf A IPL NEM frw ceMNWY 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 20681 Ply: 1 SEQN: 141436 / T42 / JACK Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 6 FROM: CH DrwNo: 123.18.1113.57276 Truss Label: CJ3 SN / DF 05/03/2018 C T co O B LI') V A p 7VAtAII 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 20.49 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 3' 3' 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): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.225 TPI Std: 2014 Max BC CSI: 0.068 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1114.21WAVE 00 G Sic- •. C i p. 708 1 Q:• SAT Q 1 COA #o„Q 05/04/20 t s Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 222 / 43 / 141 / - / 60 / 4.0 D 50 /- /36 /- / /1.5 C 59 /27 /20 /- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, byY TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted oxherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlydceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. Alpine, a division of truss in conformanc listing this drawim and use of this i rl HI 1, or for h acceptance any structure C from this drawing,any failure to build the seal on this drawing or cover pa eforthedesignshown. The sui ability ALPINE M rIW Com"y 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 20681 Ply: 1 SEQN: 141437 / T38 / JACK Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 4 FROM: CH DrwNo: 123.18.1113.57434 Truss Label: CJ5 SN / DF 05/03/2018 C 12 6 c 0 LO CV t1 B Cl) T A 2X4(A1) p 1'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 20.99 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 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 5' 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# 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: 0.224 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 f '••tea..•• • l / s,,,;•"ti}GE v t 1 Omit v C 0 A #O siy W 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 49 / 179 / - / 90 / 4.0 D 89 /- /58 /- /- /1.5 C 116 /53 /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 Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins- ailed per BCSI sections B3, B7 or 810, as applicab)e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f7efer 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 n o ,YtrussinconformancewithANSIITPI1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. 13723 Rive art Drivelistingthisdrawingindicatesacceptanceofproesstonaengineeringresponsibilitysolelyforthedesignshown. The sui£abilityanduseofthisdrawing, for any structure is the responsibility of the building Designer per ANSIlTPI 1 Sec.2. Suite 200 For more information see this ob's general notes page and these web sites: ALPINE www.al ineitw.com; TPI: wJ inst.or ; SBCA: www.sbcindust .com; ICC: —Jcesafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141439 / T7 / HIP_ Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57416 Truss Label: HJ3 SN / DF 0510312018 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 " Ji Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20. 48 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1. 60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. 101 Lf) CV 4' 2" 3 4'2"3 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 B 164 / 80 / - / - / - / 4.9 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 69 / 5 / - / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.001 D C 31 / 10 / - / - / - / 1.5 HORZ(TL): 0. 003 D Creep Factor: 2. 0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc CriteriaBldgCode: FBC 2017 RES Max TC CSI: 0.095 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.137 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20( 0)/10(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver: 17. 02.01A.1114.21 WAVE 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, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsTalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN mW COMPANY truss in conformance with ANSI/TPI 1, or for handlin shippinq, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing, indicates acceptance of pro) essionaf engineerm responsibility solely for the desi n shown. The suiCability and use ofthisdrawingforanystructureisfheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sthandust .com; ICC: www.iccsafe.orq, Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141440 / Ttt / HIP_ Cust: RR408 JRef: 1WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 2 FROM: CH DrwNo: 123.18,1113.57480 Truss Label: HJ7 SN / DF 05/03/2018 5'3"5 + 9110"1 5'3"5 4'6"12 Lb 12 4.24 2X4 C u b r` ih inv B T4'31 A FE 4X4 11010 1 9,6„ 4"1 9'6" 1 "1 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 Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 398 / 97 / _ / _ / _ / q gTCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.015 C 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 C 999 240 E 352 / 8 / - / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 F - - D 215 / 108 I - / - / - / 1.5 Des Ld: 37.00 EXP: B HORZ TL : 0.008 F Wind reactions based on MWFRS Code / Misc Criteria0Noffit: Mean Hei ht: 21.48 ft9 CreepFactor: 2.0 B Min Brg Width Req = 1.5 Sofft: 2.002. TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.534 E Min Brg Width Req = - Load Duration: 1.25 BCDL: 5.0 sfP MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.676 D Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.290 Loc. from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Lumber B - C 210 - 570 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. Loading B - F 533 -184 Hipjack supports 6-11-8 setback jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind loads and reactions based on MWFRS. C - F 199 - 579 0.7,08 1 S Ai 0 uarniMlw 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 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 sheathinc] and bottom chord shall have a properly attached rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracincclI installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to 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 MITP CVM"Y truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport DrivelistingthisdrawingindicatesacceptanceofOTesslonaTengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: w al ineitw.com; TPI: www.t instor ; SBCA: www.sbandust .com: ICC: —.iccsafe ong Maryland Heights, MO 6304 Job Number: 20681 Ply: 2 SEQN: 141481 / T34 FLAT Cust: R408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes City: 1 FROM: CH DrwNo: 123.18.1118.54427 Truss Label: FG1 KM / BAF 05/03/2018 2 Complete Trusses Required 1'11"3 3'8"11 5'6"2 7'5"101 9'3-1 11,0"9 12'10" 14'9"4 f 1'11"3 1,9"7 i' 1,9"7 1,117 1 1,97 1 1,97 1 1'97 1'11"3 1112X4 =4X12 1112X4 4X6 1112X4 3X6 III2X4 6X8 III2X4 A B C D E F G H I Li U i 1 9,4„ N M L K P J 3X10 =8X14 1112X4 =3X4 5X12 4X10 14'9" 4 T 11 1'11"3 1'117 3'5"3 T 11 J 3'8"11 —— 57'14 7'76 T 11,0119 T 14'4"4 5" 5„ 45' 14' 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 / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.287 E 616 240 O 3172 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.503 E 448 240 P 4009 / - / - / - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.045 A - - O Min Brg Width Req = 1.9 Des EXP: NA HORZ TL : 0.063 A P Min Br Width Re 2.49q CLLd: 10. 00 NCBCLL: 10.00 Mean Height: NA ftg Code I Misc Criteria Creep Factor: 2.0 Bearings O & P are a rigid surface. TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.907 Members not listed have forces less than 375# Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.892 u m Top d Foer Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.988 Chords Tens. Comp. ChordsTens.Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): B - C 0 -4714 E - F 0 -6249 Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.20 C - D 0 -4714 F - G 0 -5103 D- E 0- 6293 G- H 0- 5103 Lumber Top chord 2x4 SP #1 Dense Maximum Bot Chord Forces Per Ply (Ibs) x6 Botchord2x6SP SS Chords Tens.Comp. Chords Tens. Comp. Webs2x4O- N 2886 0 L- K 6137 0 Nailnote N- M 6251 0 K- J 3480 0 Nail Schedule:0.128"x3", min. nails M - L 6293 0 Top Chord: 1 Row @ 2.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. O-B 0 -3192 F-K 0 -1173 Special Loads B- N 2074 0 K- H 1841 0 N - D 0 -1743 H - J 0 -3859 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.13 to 50 plf at 14.77 µµttt+++rtl+u ruoff BC: From 105 plf at 0.00 to 105 plf at 0.13 g ( rr z BC: From 5 plf at 0.13 to 5 plf at 14.77 `W TC: 803 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 ••"".I"/I ••.•- `+f 9. 77,11.77,13.77 •iy,`j 7'\5.• TC: 743 lb Conc. Load at 12.85 S1 •; Purlins U 70$ 3 The TC of this truss shall be braced with attached ? i spans at 24" oc in lieu of structural sheathing. Additional Notes SAT U Truss must be installed as shown with top chord up. : (VQ£ a• 1 srONAL t`a`, COA #0 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, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andd SBCA) for safety practices prior to performing these functions. Installers shall provide temporary have bottom chord shall have a bracinperBCSI., Unless noted otherwise,top chord shall properly attached structural sheathin and properly attachod rigid ceillnct. Locations shown for permanent lateral restraint of webs shall have bracing ins alled 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 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 truss in conformance with ANSI/TPI 1, or for handlinct, shlppinqq, installation and bracing of,trussesA seal on this drawing or cover page. , for the design The Mmy coMPwr 6750 Forum Drive listing this drawing indicates acceptance of pro) essrona.- engineering responsibility solely shown. su,Tablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 3o5 For more information see this lob's general notes page and these web sites ALPINE: www alpineitw com; TPI: v tpinst org; SBCA www sbcinduslrycom; ICC www iccsafe om Orlando FL, 32821 Job Number: 20681 Ply: 1 SEQN: 141464 / T19 / SY42 Cust: RR408 JRef: 1 WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 3 FROM: CH DrwNo: 123.18.1113.57339 Truss Label: F01 SIN / DF 05/03/2018 10'6" 11'0"10 24'0"10 246" - 29'10"8 r' 10'6" 6" 0 13' 5' 6 5'4"8 2-6" 3 2'6"12 -- 2,6"12 — — 2'6"12 -- 2'6"12 2,6"12 --_ 2,6"12 —}— 2,6"12 ---— 2,6"12 2,6'12 —' 1X3 =3X8 =3X4 3X4 W=3X4 =4X8 3X6 3X4 =1X3 A B C D E F GH I J K L M N O 1 3 = 3X8 3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA 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 42 SP #2 Dense :T2 42 SP #1 Dense: Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging d ' X W V U 1"1T S R r 3X4 =4X10 =W=3X4 =4X10 =3X6 3X4 18'10"6 1 11'0"2 29'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.333 X 671 360 Z 919 / - / - / - / - / 7 3 Lu: NA Cs: NA VERT(TL): 0.645 X 476 240 T 1982 / - / - / - / - / 5.5 Snow Duration: NA HORZ(LL): 0.045 B - - Q 515 / 40 / - / - / - / 7.3 HORZ(TL): 0.063 B Z Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Q Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.963 Bearings Z, T, & Q are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.821 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1114.21 B- C 0- 2675 H- 1 0 -1847 C- D 0- 2675 I- J 1941 0 D- E 0- 2865 J- K 1941 0 E - F 0 - 2864 K - L 538 935 F- G 0 -1847 L- M 527 948 G-H 0 -1847 M-N 518 945 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1621 0 T-S 374 -1136 Y- X 3090 0 S- R 948 - 527 X- W 2864 0 R- Q 786 -171 W - V 2857 0 Maximum Web Forces Per Ply (Ibs) recommen ations. ^" U ""W** Truss must be installed as shown with top chord up. z. Webs Tens.Comp. Webs Tens. Comp. Z-B 0 -1801 I-T 0 -2267 Y •a°'j E 7 \ S .• i % B - Y 1165 0 T - K 0 -1489 Y- D 0- 459 K- S 995 0 D - X 213 - 536 S - L 0 - 375 0$ - F-V 0 -1170 R-N 177 -385 i V- 1 1725 0 N- Q 190 - 873 4 SAT 0 COA ioNAL E 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 (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached hgid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. LPP I NN Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M n,,CO,,,A,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 13723 Riverport Drive listingthisdrawingindicatesacceptanceofproessronafengineeringresponsibilitysolelyforthedesignshown. The suitability anduseofthisgnawingforanystructureisp e responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wJpinstorq; SBCA: www.sbcindustrv.00m; ICC: www.iccsafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141465 / T23 / SY42 Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 7 FROM: CH DrwNo: 123.18.1113.57135 Truss Label: F02 SIN / DF 0510312018 25'6"8 10'6" 11'1"8 217'8 22' - 2'10"8 10'6" 7" 10'6" 1'0" 2,6„ --- 0"N 3. (TYP) 1- 2'612 ---- 2'6"12 —{— 2'6"12 2'6"12 --1 2,612 — 1 2'6"12 —{— 2'6"12 —{ 0"H12 1X3 =3X8 3X4 =W=3X4 =3X4 =4X8 3X4 =3X4 1X3 A B C D E F G H I J K L M W V U T S R Q Pi 10 1X3 =3X10 =3X4 =4X10 =W=3X4 4X10 1X3 3X6 3X4 1811 "4 6'6"8 j 25'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.360 V 623 360 X 975 / - / - / - / - 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.665 V 451 240 R 1677 / - / - / - / - 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.046 B - - O 293 / 115 / - / - / - 2.8 EXP: NA Des Ld: 55.00 HORZ TL : 0.064 B X Min Br Width Re 1.59q = Mean Height: NA ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 2.0 R Min Brg Width Req = 1.5 TCDL: NA psf 2. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.835 O Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.726 Bearings X, R, & O are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.769 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B- C 0- 2907 G- H 0- 2441 Lumber C- D 0- 2907 H- I 0- 2441 Top chord 42 SP #2 Dense D - E 0 -3339 I - J 1186 0 Bot chord 42 SP #1 Dense :62 42 SP #2 Dense: E - F 0 -3339 J - K 1186 0 Webs 4x2SP#3 F-G 0-3340 K-L 444 -318 Plating Notes AAll plates are 2X4 except as noted. Maximum Chord Forces Per Ply (Ibs) ns. Chords Tens.Comp. Chords Tens. Comp. Deflection X- W 1736 0 S- R 1017 0 Max JT VERT DEFL: LL: 0.36" DL: 0.34". See detail W - V 3441 0 R - Q 315 -452 DEFLCAMB1014 for camber recommendations. V - U 3340 0 Q - P 318 -444 U- T 3334 0 P- O 320 - 438 Additional Notes T - S 1017 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging 1{ttttititlfp troy f frt% Maximum Web Forces Per Ply (Ibs) recommendations. N H, Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. ' rT 5\i•,jEENS X-B 0-1929 T - I 1616 0 0 2203C. Cl . B - W 1294 0 I - R W-D 0 -590 R-K 0 -1063 D - V 318 - 437 L - O 482 - 352 g p 70$ G-T 0 -1086 i a :• SAT © .' IL coA #0 %,,Q .a. 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, bV 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 sheathingp and bottom chord shall have a propperly attached rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have braclnq InsTalled per BCSI sections 63, 67 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 Build i ng Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the rvMco~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . _ 13723 Riverport Drive listing this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The sui£abfllty Suite 200anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/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 sbandustrycom; ICC: www iccsafe org Maryland Heights, MO 63042 Job Number: 20681 Ply: 1 SEQN: 141466 / T3 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 2 FROM: CH DrwNo: 123.18.1113.57230 Truss Label: F03 SIN / DF 05/03/2018 9,6„ 9 6„ 2'6" --- 1i^6 i TYP) 1X3 =3X10 =3X4 A B C D E 3X6 = W =H0312 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 It 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 42 SP #2 Dense :T2 42 SP #1 Dense: Bot chord 42 SP #1 Dense Webs 42 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: ILL: 0.44" DL: 0.45". See detail DEFLCAM61014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Negative reaction(s) of -626# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up 20'5" 24'3" 13'1"12 2,6„12 0„ 16 2 I 2,6°12 --1 2,6°12 1 2'6"12 --I I 3X6 =W=3X4 =4X10 =4X6 =1X3 F G H I J K L M 24'3" 3'10" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.439 E 551 360 V 1002 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.790 E 401 240 P 2109 / - / - / - / - / 3.5 Snow Duration: NA HORZ(LL): 0.056 B - - O 27 / 626 / - / - / - / 3.5 HORZ(TL): 0.077 B V Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.817 O Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.805 Bearings V, P, & O are a rigid surface. Re Factors Used: Yes Max Web CSI: 0 911v Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.01A.1114.21 n lV' i y//{ a Q. / V8 Yi O r• . COA #O ONAi arero tgtr a 05/04/2018 B- C 0- 3020 G- H 0- 2038 C- D 0- 3020 H- 1 0- 2038 D- E 0- 3589 I- J 0- 2038 E - F 0-3590 J -K 1910 0 F- G 0 -3576 K-L 1910 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V- U 1789 0 S- R 3590 0 U- T 3591 0 R- Q 3128 0 T- S 3591 0 P- O 0 - 569 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- B 0 -1988 G-Q 0 -1208 B- U 1361 0 Q-J 1913 0 U- D 0- 631 J- P 0- 2447 D- S 381 -283 P-L 0 -1580 R- G 774 0 L-O 881 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attacheddqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or 910, as applicable. AppTy 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 Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the v,,,,,,,co~, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. 13723 Riverpon Drive listing this drawingindicatesacceptanceofproesslon , engineering responsibility solely for the desi n shown. The suitability and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; SBCA: www.sbandust .com; [CC: —imsafe.org, Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141467 / T22 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57309 Truss Label: F03A SN / DF 05/03/2018 1'5"8 1'S" 8 1'4„1 1,4„ TYP) 24'3" 22'9"8 i1'3"4 i 1'3"4 3X4 = 3X4 1 X3 = W =3X4 =1 X3 A L T AO 1X3 1111 X3 AG W 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 111X3 1111X3 1111X3 =3X4 W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA 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 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 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. 247 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 A0 109 /- /- /- /- / 291 Lu: NA Cs: NA VERT(TL): 0.001 T 999 240 AO Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 T - - Bearing AO is a rigid surface. HORZ(TL): 0.000 T Code I Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.105 TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.033 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 IJ V`t1S i y S` • p. 08 41 _ o COA #a ;F/ONAL, 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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o"therwise,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 B3, B7 or 810, as applicable. Apply plates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nmv oavnnr truss in conformance with ANSI TPI 1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing or cover page, , 13723 Riverport Drive listingthisdrawingindicatesacceptanceofpro7esstonaTengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t into ; SBCA: www.sbcindust .corn: ICC: www.iccsafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141468 / T26 / SY42 CusC RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 5 FROM: CH DrwNo: 123.18.1113.57043 Truss Label: F04 SN / DF 05103/2018 9'6" 11,0" 1 20'6"12 9,6„ 'i" 1' 6„12' 9161, 2,6„ --- 1'_1 2'6„ 12 TYP) 1'6"12 2'6"12 -- 2' 6„12 —{ — -- 2,6„ 12 1X3 =4X8 =3X4 =3X4 = W=3X4 =4X8 =1X3 A B C D E F G H I J K T a° v a•' S 7 R Q P O N M 1X3 =4X10 =3X4 =3X4 = 4X10 4X6 = W =3X4 3X6 20'6"12 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 / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.481 E 500 360 S 1117 / - / - / - / - 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.842 E 364 240 M 1118 / - / - / - / - 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.060 B - - S Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ TL : 0.083 B M Min Br Width Re 1.5 9 q NCBCLL: 10.00 Mean Height: NA ft 9 Code I MiscCriteria Cree Factor: 2.0 P Bearings S & Mare a rigid surface. TCDL: NA psf Soffit 2.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.617 Members not listed have forces less than 375# Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.776 Maximum Chord Forces r Ply Spacing: 24.0 " C& C Dist a: NA ItRep Factors Used: Yes Max Web CSI: 0.777 ChordsTens Comp Chords Tens. Comp. Loc. from endwall: NA FT/ RT:12(0)/10(0) I: NA GCpi: NA Plate Type(s): B - C 0 -3499 F - G 0 -4538 Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 C - D 0 -3499 G - H 0 -3498 D- E 0- 4538 H- 1 0- 3498 Lumber E- F 0 -4545 I- J 0 -3498 Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense :B2 42 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Webs 42 SP #3 ChordsTens.Comp. Chords Tens. Comp. Plating Notes S- R 2024 0 P- O 4545 0 All plates are 2X4 except as noted. R - Q 2024 0 O - N 4322 0 Q- P 4323 0 N- M 2023 0 Deflection Max JT VERT DEFL: LL: 0.48" DL: 0.43". See detail Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. WebsTens.Comp. Webs Tens. Comp. Additional Notes S - B 0 - 2248 O - G 610 -135 2x6 continuous strongback. See detail B - Q 1631 0 G - N 0 -912 STRBRIBR1014 for bracing and bridging µUttNttngrr fit,,, Q - D 0 - 910 N - J 1630 0 recommendations. D - P 609 -135 J - M 0 -2248 Truss must be installed as shown with top chord up.'` o.70$ 1 aS • Esc • , P sg r ONAAL E COA # i"Mpsrt Barlwh'a` 1 5/04/2018 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless herwise,top have bottom chord have a per noted o chord shall properlyattachedstructuralsheathingandshallpropperlyattachedrigidceilingLocationsshown for permanent lateral restraint of webs shall have bracinc] 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. 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 to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su. bility ANrwcoMPANY 13723 Riverport Drive Suite 200 and use of this drawing for anystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www.t insto ; SBCA: www.sbdndust .corn; ICC: -icesafe.org, Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141469 / T28 / SY42 Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 7 FROM: CH DrwNo: 123.18.1113.57572 Truss Label: F05 KM / BAF 05/03/2018 10'6" 1 12'3"4 20'3"4 10'6" 1'9"4 8' 0"1 , „ H 2 6 2,6"12 2,612 }-- 2,612 2,6"12---}--- 2,6"12 TYP) 1112X4 = W=3X4 1 X3 = 3X4 1112X4 = 4X6 1112X4 = 3X4 III 2X4 = 3X6 1112X4 A B C D E F G H I J T a• v 4, +9,4„ 3X4 p O N M L K 1X3 4 3X8 =3X6 1112X4 =3X8 =3X6 W=3X r 52-8 15' 20'3" 4 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,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 / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.258 M 685 360 O 273 / 64 / - / - / - 2.8 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.504 F 502 240 0 1235 / - / - / - / - 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.021 K - - K 803- Des Ld: 55.00 EXP: NA HORZ(TL): 0.029 K Q Min Brg Width Reg = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 0 Min Br Width Reg = 1.59 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RESg Max TC CSI: 0.866 K Min Brg Width Reg = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.864 Bearings Q & O are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.528 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B- C 554 -23 F- G 0 -2152 Lumber C - D 554 - 23 G - H 0 - 2152 Top chord 42 SP #2 Dense D - E 0 -2095 H - I 0 -2152 Bot chord 42 SP #2 Dense :132 42 SP #1 Dense: E - F 0 -2114 Webs 4x2 SP #3 Hangers I Ties Maximum Bot Chord Forces Per Ply (Ibs) J) Hanger Support Required, by others Chords Tens.Comp. Chords Tens. Comp. O-N 1110 0 M-L 2119 0 Deflection N- M 2114 0 L- K 1346 0 Max JT VERT DEFL: LL: 0.26" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 continuous strongback. See detail B - 0 0 -630 L - 1 891 0 STRBRIBRIO14 for bracing and bridging 11t11tt1bglf/lrlrhr O - D 0 -1605 1 - K 0 -1498 recommendations. Truss must be installed as shown with top chord up. lo I H, D - N 1109 0 4. 08 1 o :* SAT 0 • s ON COA #M+a+t iw w p 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, 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 temporaryryhavebracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Referasapplicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , W001, y 2400 Lake Orange Dr. Iisting this drawing indicates acceptance of pro esstona engineering responsibility solely for the desi n shown. The suitability 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 ob's general notes page and these web sites: ALPINE: www.al ineim.com; TPI: www.t inst.o ; SBCA: w .sbcindust .com; ICC: —.iccsafe.orq Orlando FL, 32837 Job Number: 20681 Ply: 1 SEQN: 141470 / T30 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57573 Truss Label: F05A KM / BAF 05/03/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1'S"8 20'3"4 1'S"8 18'9"l 2 1,4., -1 TYP) 3X4 1 X3 A Al- W=3X4 L 3X4 Q HOMESEiI IiI i 1 I SEEM II 21 ti 4'8"8 t1 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. W= 3X4 20' 3"4 15' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W AH 55 / - / - / - / - / 2.8 Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 AH*99 / - / - / - / - / 56.5 Snow Duration: NA HORZ(LL): -0.000 R - - AK 145 / - / - / / / 8.0 HORZ( TL): 0.000 R Creep Factor: 2.0 AD* 106 / - / - / - / - / 176 AH Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.106 AH Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.025 AK Min Brg Width Req = 1.5 Rep Factors Used: Yes RepFactorsMax Web CSI: 0.034 AD Min Brg Width Req = - Bearings AH, AH, AK, & AD are a 0 / 10 0 OOrigid surface. Plate Type(s): VIEW Ver: 17.02.01A.1114.21 WAVEMembers not listed have forces less than 375# yfi NS VAO coa 1 ;. 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, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have braclnqq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-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„v truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of.trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro-fessional engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Orlando FL, 32837 Formoreinformationseethislob's general notes page and these web sites: ALPINE:—.alpineitw.com; TPI: w .tpinst.org; SBCA: w .sbcindus".com; ICC: w Jccsafe.org __ _ _ Job Number: 20681 Ply: 1 SEQN: 141471 / T36 / SY42 Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57058 Truss Label: F06 SN / DF 05/03/2018 1'5" 8 19'2"8 1'5" 8 1 17'9" a 4„1F 1'4" TYP) 1112X4 = W=3X4 3X4 1112X4 1112X4 1112X4 1112X4 III2X4 1112X4 III2X4 1112X4 III2X4 III2X4 1112X4 1112X4 1112X4 =3X4 A M Q T 4 v 4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up 19'2"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or *=PLF 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): 0.000 Q 999 360 AI* 109 / - / - / - / - / 223 Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 S 57 / - / - / - / - / 7.3 Snow Duration: NA HORZ(LL):-0.000 S - - Al Min Brg Width Req = - HORZ(TL): 0.000 S S Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings Al & S are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.105 TPI Std: 2014 Max BC CSI: 0.021 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.033 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 r a. 708 1 10 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, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI as SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachd rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. f efer to ALPINE drawings160A-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 .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 13723 Riverport Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.coin; TPI: www.t inst.o ; SBCA: www.sbcindust .coin; ICC: —.iccsafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141472 / T35 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57074 Truss Label: F07 SN / DF 05/03/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " MIN 1'4" f— 1'4"12 1'4" - TYP) 3X4 A v T S 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA CSC 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 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 1 X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 11'5" 10,1" 11'5" J Deft/CSI Criteria Maximum Reactions (Ibs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.000 B 999 360 T* 110- VERT(TL): 0.000 B 999 240 T Min Brg Width Req = - HORZ(LL): -0.000 B - - Bearing T is a rigid surface. HORZ(TL): 0.000 B - - 137 Creep Factor: 2.0 Members not listed have forces less than 375# Max TC CSI: 0.119 Max BC CSI: 0.028 Max Web CSI: 0.036 VIEW Ver: 17.02.01A.1114.21 sy • yiy cr 0. 708 1 o S S AT IL IFS' •c..,,,.,.-•• fie, COA6aws Di11A1- 05/04/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, byv TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyaidceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 63, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e. . this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suit9ability e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE mv ommy 13723 Riverport Drive Suite 200 Maryland Heights, MO 63041 Job Number: 20681 Ply: 1 SEQN: 141473 / T33 / SY42 Cust: RR408 JRef: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 2 FROM: CH DrwNo: 123.18.1113.57199 Truss Label: F08 SN / DF 05/03/2018 5'4"8 7'3" 4 12712 r 5'4"8 + 1'10"12+ 5'4"8 2'6" 2,6"12 2'6"12 { TYP) T4" II 1 X3 1X3 =3X6 1111X3 111X3 =3X6 1112X4 A B C D E F i 1X3 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS 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 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. JA'+ = JA'F = JAO 127'12 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): 0.110 D 999 360 J 682 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.253 C 805 240 G 696 / - / - / - / - / - Snow Duration: NA HORZ(LL): 0.019 B - - J Min Brg Width Req = 1.5 HORZ(TL): 0.032 B G Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.526 TPI Std: 2014 Max BC CSI: 0.598 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): B- C 0 -1654 D- E 0 -1654 WAVE VIEW Ver: 17.02.01A.1114.21 C - D 0 -1666 05/04/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1126 0 H-G 1125 0 1 - H 1666 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- B 0 -1252 H- E 658 0 B-I 658 0 E-G 0 -1253 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarYYBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a pro Pry d ceilinq. Locations shown for permanent lateral restraint of webs shall have brawn installed per BCSI sections B3, B7 or 810, e. AppTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of IPI 1,ortorr acceptance any structure from this drawing,any failure to build the seal on this drawing or cover page. . for the design shown. The suiQabdrty ALPINE AN iTW COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 20681 ply: 1 SEQN: 141474 / T25 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH Dnallo: 123.18.1113.57385 Truss Label: F09 SN / DF 05/03/2018 1'3" 12 1'3" 12 6'9"4 5'5"8 TYP) 3X4 A F T 1 L G K 3X4 r6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: N/ TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Truss must be installed as shown with top chord up 6'0"8 11 6'9"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 F 999 360 VERT(TL): 0.001 F 999 240 HORZ(LL):-0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.117 Max BC CSI: 0.028 Max Web CSI: 0.035 VIEW Ver: 17.02.01A.1114.21 p. 708 1 o SAT 0 a + coa(saruA. E 05/04/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W L 53 /- /- /- /- /6.0 L* 102 /- /- /- /- /72.5 G 61 /- /- /- /- /2.8 L Min Brg Width Req = 1.5 L Min Brg Width Req = - G Min Brg Width Req = 1.5 Bearings L, L, & G are a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, 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 sheathlnq and bottom chord shall have a propperly attached riclid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings160A-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 ,,,,,n,,;o,,,e,,,, truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listingthisdrawingindicatesacceptanceofprMSSionarb engineering responsibility solely for the desiqn shown. The suiTability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 S-ec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: w al ineitw.com; TPI_ —A inst.o ; SBCA: w .sbcindust .wm; CC: —Jccsafe.orq Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141475 / T27 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57200 Truss Label: F10 SN / DF 05/03/2018 V 8 + 4,6"12 V 8 3'1"4 1'4"12 ---- 14" { TYP) 3X4 A E T jl F I 3X4 4'6"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL):-0.000 B - - Des EXP: NA HORZ TL : 0.000 B Code / Misc Criteria 00 NCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.103 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: 0.024 Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): VIEW Ver: 17.02.01A.1114.21WindDuration: NA WAVE Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up 05/04/2018 A Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W J 62 /- /- /- /- /7.3 J* 108 /- /- /- /- /47.5 J Min Brg Width Req = 1.5 J Min Brg Width Req = - Bearings J & J are a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc] SBCA) tiF safety practices prior to performing these functions. Installers shall provide temporary bracing Per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint -Details, unless noted otherwise. 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 to build the AN TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. 13723 Riverport Drive listing this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The suitability Suite 200anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Maryland Heights, MO 6304Formoreinformationseethisiob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com; TPI: www.tpinst.orq; SBCA: w .sbcindustry.com; ICC: www.iccsafe.org_ _ _._ Job Number: 20681 Ply: 1 I SEQN: 141476 / T31 / SY42 Cust: R R408 JRO: 1 WaN4080010 7413 - A /7413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57105 Truss Label: F11 SIN / DF 05/03/2018 Loading Criteria (psg TOLL: 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 42 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 4.00 BC: From 170 plf at 0.00 to 170 plf at 4.00 Additional Notes Truss must be installed as shown with top chord up. 1 r9rr 1 r9 r 'i 3 d III 2X4 = 3X4 III2X4 A B C 3X4 = 3X4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nl Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 4' —A Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.012 E 999 360 VERT(TL): 0.023 E 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.186 Max BC CSI: 0.436 Max Web CSI: 0.168 VIEW Ver: 17.02.01A.1114.21 ii ` {•' ry i A G Sic' •.: o. 708 1 s i SAT fl co a t S ONAL E 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 540 /- /- /- /- /3.5 D 540 /- /- /- /- /3.5 F Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings F & D are a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F- E 396 0 E- D 396 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F -B 0 -490 B-D 0 -490 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinqq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nn in coMPAW truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing, indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The sui ability Suite 200anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisLob's_ general notes page and these web sites: ALPINE: w ,ajpjneitw.com; TPI: —A ipnst.org; SBCA_—.sbcindustry.com: ICC:_ .iccsafe.org. Maryland Heights, MO 6304 Job Number: 20681 Ply: 1 SEQN: 141477 / T32 / SY42 Cust: RR408 JRef: 1WaN4080010 7413 - A 17413 - A -David Weekley Homes Qty: 1 FROM: CH DrwNo: 123.18.1113.57308 Truss Label: F12 SN / DF 05/03/2018 T 1 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 4x2 SP #2 Dense Webs 42 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 3.71 BC: From 5 plf at 0.00 to 5 plf at 3.71 TC: 696 lb Conc. Load at 0.73, 2.73 3 -~ 17„4 TYP) r3'd III 3X6 1113X6 III 3X6 A B C 3X4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE KI Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 B 999 360 VERT(TL): 0.021 B 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.697 Max BC CSI: 0.190 Max Web CSI: 0.156 VIEW Ver: 17.02.01A.1114.21 Hangers / Ties J) Hanger Support Required, by others Additional Notes 11IIIIIW+ Truss must be installed as shown with top chord up. F •. 0.7108 1 SAT O COA7s'ONA1- a 05/04/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 852 /- /- /- /- /3.5 D 743 /- /- /- /- / - E Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 542 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - E 204 - 687 B - D 0 - 601 E-B 0 -613 C-D 0 -630 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingquireInformation, bVy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing( installed per BCSI sections B3, B7 or B10, e. AfpTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. F7efer to 60A- Z for standard plate positions. TPI 1, or for h acceptance any structure from this drawing,any failure to build the seal on this drawing or cover pa e for the design shown. The suit9ability ALPINE NEAN rrW Crnurnm 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 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, Compensates for different deflection characteristics between adjacent trusses Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' In roof rudelines 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 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. 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) Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1,00 x Deflection from Actual Dead Load Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Note, The a tm q,cl load may be considerably less than d e n-lea K '' A jacl. r. WAR K" An . ALL W= IN TM ' o. 7Q8 1 REF DEFLEC/CAMBISnTANT— FURNISH THIS TO ALL curTRACTURS RtCIJIDntG THE RtTT Trusses . qwb. mir—e core In fobrlco k1p Instal1Inp and brn p RM to and Poll- the latest edltlon of SCSI dhp Cop—.* SSaafet`Y°0—tlan. y TPI ord S6CN ; DATE 10/01/14 pprra as prior to porfornrtp these functforu. Wtalters shall Provide tenporory bnclny Ades. noted other.lse, top chord shell how properly attached structurol sheathirp ord Ord .`S h.0 hay. prope,ty attached NIp Wd cN11rp locationm sh— for pernarrnt Iat.r 1 -at of An S AT O DRWG DEFLCAMB1014 I7 shalt hove braOV hstolled per BGiI NCtIOIIi H3, R7 ar M. as oP(,Ucab4. Apply pats t0 f of truss and =poIdlan as ahem above and the Jdnt Detob, ass naiad other.4s. IQ ai S Refer to dro..p. 160A-Z for standard plot. posttlo— a Alprte, a d1vlslim of ITv RuAaro caapa.rnis Inc. ahwl not b. r.sPonsae for airy d.rfa t C RW Y this dra.hy, any failure to aad the truss h ornonce alth Am TPI L or for hondlYrR, feria t • `{ ? kntallotbn \ bracrp of louses. a••..•....... A asd on this. dro.rp or corer PMW Ustrp this OaeInp, Indicates ocupl-- of es.larN 13,23 Riverpod Drive f erInC resPers d ih. soldYca h shl— The sW0o6Elh' and use or *ft Ch askV Suite 200 sincMe ' s DA*v . . AH I,TPI I S-2 SS/QNgti E ,, Maryland Heights, MO 63043 for wore hfornatlon ... 31ia Job's p.rrrvl ^°ies papr and thew .M sFi.n / tlT ALPINE. a..alphelte.con, TPb as..tpWt.or'pl SHCM ass. ust"_;U ILO .nAxsahop NOTE: Details 2) 10d COMMON (0,148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAR -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' Q. ATTACH SCAB WITH IOd BOX/GUN 4' -0' 2x6 (0'128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONG( 3)10dHACKCOM TO OWEBV/ C3) lOd COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN O '/ 28'x3.0') NAILS O 0 STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None re ulred to 20' 1 roe fat aster of to 3012 rms u at each v3 to 3 rm 0 ej nch 4 Over 40' 4m roes at IP of All scab -on blocks shall be a Minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information), mil/ `'` p j' • "'n ACF1 ° •rear ••• fy f 4• STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES'•: VA aMls. IEAD NO FOUM A11 04n= a T= OUVMi D i 'T L PSF REF STRONGBACKPWr— FIAMSN TMs DRAVDIC m ALL CWRAMRS DcUMM TM MTMLEME Tr- asess re°'r'e ..trere car. in fobrkatr-g, "°""'°' sf ppF, YetnOkig °"d °roa+sacAlRef"=mdy; ; TC DL PSF DATE 10/Ol/14 fouo. the latest edtbn of DCSI O-Nddkip C°nponent Safety nornotbn, r TPI °rd f s .• • prcokespriortopwrforr-ing these f-nctlons. Letoliers id shoUproveto brac p UNe. e noted other.0°, top Chord sh.0 h— properly .ttoch.d str- 1— shea wed bat S ptj BC DL PSF DRWG STRBRIBR1014 shellhowaproperlyattachedrceainpLocationsshownforpernonentlateralrestraintshell have tetalled pry >L s1 ...wan. 8 3, n or no, as aWtW". Apply ware: to ;• F BC LL PSF 0oftr- and as shown above and on the Joint Deltas, whirs mt.d otherwise. d Refer to rto. 160A-Z for standard plate positions. •e / C Alpte. a division of ITV araro Component. grow Inc .hell not be resporeble for dev6 %to i .•' TOT. LD, PSF ANrtWGDAirNYtwdra.bp, any fWk— to "d the trees In confarrence .ith AMI/TPI L or for ° p, ••...--..••• (' Installation a bracing of tresses. v A mW on ilb drewbp or cover Udset.ftIgn Yaw drawing, "=two acceptance of prohss4d 11 13723 Riverpor-Drive fp•'^' r" p°' io1.1y of iie 1h. i d'°'''g ,ej 0AL d t DUR. FAC. 1.00 SuiMa1Blannd Heights, MO 63043 For norw infornaaon ewe thaw Jobs penernl rotes a onrl these eeb sites ff1fK4111.1* SPACING Y9AIIIE...wslpinelt..coni T'D ....tptst.orph SHCN .e.ebciM-stry.orgl 1CG ....kcaafr.org Gable Stud Reinfo"rcement Detail ASCE 7-101 140 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 Orr 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 100 mph wind speed, 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace a 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 cSPr 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' B' 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' u C Stud 3' 10, 6' 2' 6' 6' B' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' O l r Standard 3' 10, 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' Ill 0' ill 10, 14' 0' 14' 0' Q% 1 4' 2' 1 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' J S P 2 4' 1' 1 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 1 10' 2' 12' 10' 1 13' 4' 14' 0' 14' 0' F 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' W 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 1 30' 1' 11' 7' 12' 5' 14' 0' 14' 0' d Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U P 0) U O S P F u FI 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' It' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' e' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 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' il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 7' 610' 7' 3' 9' 1' 9' e' 11' 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' 1 8' 9' 9' 1'1 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' L3 U 1 1 F stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7• 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O f l Stnndnrd 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' I D F L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' B' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 1 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hen -Fir 01 / 02 Stnndnrd i2 Stud 3 1 Stud 1 1 #3 Standard Dou las Fir -Larch Southern PinenEw 3 # 3 Stud Stud Standard Stnndnrd Group B, Hen - Fir 1 6 Btr 1 Dou las Fir -Larch Southern Plnewaw 1111 1#1 2 1#2 lx4 Braces shall be SRB (Stress -Rated Board). rwFor 1x4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group H 11 valuesmaybeusedwiththeserndes, Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' o' overhang, or 12' plywood overhang. aynn AboutAttach 'L' braces with 10d (D.IeWx3.0' mIn> nails. able Truss X For (1) 'L' bracer space nails of 2' o.c. In Ur end zones and 4' o.c. between zones. Diagonal brace optlory KWar ( 2> 'L' braces, space malls at 3' o.c. vertical length any be T In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' L' bracing must be a minimum of 80% of web brace Is used Connect L member length. diagonal brace for 525# L' Gable Vertical ateachendMaxwebBrcePlate Sizes total length Is 14'. ill ill Vertical Len th No Splice 2x6 DF-L #2 or I Less than 4' 0' 2X4 better diagonal r * Greater than 4' 0', but 3X4 length shorn bracej single ordoublecut8' 11ift1 1". less than 11' 6' Greater than Il' 6' 4X4 Intableabove. Intable45' as shown) at L 1 Refer to cordon truss design for upper end. peak, splice, and heel plates. Connect dlagona at s t y Refer to the Building Designer for conditions midpoint of vertical web. e. 1 RefertochartjkxZePOr x ab ve try a tin. not addressed by this detail. otlARhmlCiv 3 D AND FiT13 AL ALL TNOTESRACT DR INIC uelvnh(a . rAhnrIlwasmiT1BSDRAVIIIGTDALLrnrrRAcraanrcLlmnhGTmEmar 0 708 1 : REF ASCE7-10-GAB14030 Trusses regri e extreme care h fabrkathg, hiandlhp, shipptp, buta(urre and bra RR jto amp foaoethelatest =51 (Dusdhg component Safety Iornotbn, 6y TPI helm DATE 10/Ol/14 edtionofudas prior to performsp these functions. Inotaeers small provide tempwwrr brochp haw ° kd notedother•''', tap chard shall properly attached structural eheaysp srd have Locstloro for * lateral DRWG A14030ENC101014 emshsLLaproperlyttoWdrriIp{dd c show. perms re o/ eeW shaLL have Ins d per sac -, 37 or M. as applicable. Apply plates to f O , dRp obo oftrussandassheenabovesad on the Joint Drtoas, uvnlless noted oihrre; Z; • Refertodro16101-2 for stsrdsrd plot° po"ons, LC Alper, a division of ITV Airio Comporanb frouo Urc. slaa not be responsible far y dev6 e. `l AN1TWC>3AARINY this draehg dry PoR re to Iwld ilx truss In cmfarwoncr slip N6LTPI 1 ar far handy y hstattatbn L bradrp of tr„sse,. es s e• MAX, T T, LD, 60 PSF Riverpon Drive A seal on this drooling or ewer pDW ustha this drawing, Indicates acceptance of profeasbrd re ar elty solely drarYnp + deslan > =.".'=yA C IQNAV„, N SuiteSuiteZoofeheerbpdrysbetv'e b iM its S 1:2 byFor this those MAX. SPACING 24,0' MarylandHeights, M063043 more hior T see Job's general notes ppooqq and web diet• ALPINE, TPU SHCN ILd 1grIH ewr.olpbsmwcanl m.sbdrdustr'y.ory onjim.tphst.orpl nelxsa/eorp 1 RelnfoMemk GoTr Gable Detail Fnr I et -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 to that covers the total area of lapped plates to span the web. e 2* 2X4 2X8 vroviae connections for uputt specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls- 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nailsr 10d 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 detail for ASCE wind load, ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118W DQ011 88,' SI80I5ENCI00118, S20015ENC100118, S20015ENDIO E S11530ENC100118, S12030ENC100118, S14030E030ENC10Qf18fy' S18030ENC100118, S20030ENC100118, S2003 0 P63h 1Q/ See appropriate Alpine gable detail for ma,4k_1 T42 +Qpi y 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. Web Length Increase w/ 'T' Brace Exampler 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. Misr. Size T' Increase 2x4 30 Y. 2x6 20 aVARNIII(do READ AND FUUaW ALL kaTU l71 TMS MAVDiGk REF LET -IN VERTPOITANTMFURNMTMDSDRAVIIGmALLCCITRACTMSDICLIA]DIG Tic¢ n sr A, Trusses require extreme care h fabricatbtp, hondlhe, shbphp, hstatUrg and bracFp. Re/ i n i folio. the Latest adtion of BCSI ol,adna ca.panent safety Information, by TPI and SBCN f safet= = DATE 01/02/2018 practkas prior to perfa Pdiii these functans. Instaasrs shall provkl. torporary bracep BCW Unless noted otherwise, top chord shag hcallneave properly attaared structure sheatrsrp and d S AT O % ' DRWG GBLLETIN0118ashallhavea shell have brocpr400 sppletrly attachadailsd per _iy_iI s.ctbns B3, D7 orsho,H10 ssapplicable.ntlateral Applyplots" eo( Referr to dridr..= 160A asZfor stsaondard plate pIon hownaboveandonositions. DetoNs, unless rated otherwise. Q s°e l ••• ` i A Alp w, . dkvblon of ITV BWdh Conponents Group Inc shall not be responsible for an yydevk •`°...,•••`• `u.` AN1IwODMPANYthisdrsanfailuretobuildthetrussInconfornancewithANSI/TPI 1, a for MMlny sNppbp S pt nstailatb°n t bracYp of trusses. ri S/Q F11. MAX. TOT, LD, 60 PSF A ssnl an this drawbp or cover pane wtbv this drawkv, Ydcates -.Pt.- of professbnl tN 13723 Riverport Drive sr YrerY p yy •may far' ^ 1)w `ultabuq and - of the dra.ep `lifp 1H DUR, FAC, ANY Suite 200Gfarstronyrcfi+•etherrtspons6RttyoPtheDLS* a Deslipw per ANSV7K 1 SecE. OA f{ / O 18 Maryland Heights, MO 63043 For mare b,formatlon sea this Job's g.rrral notes page and these .eb sitesr it ALPM e.... Lpinwitecaml TPL .e..tpYutorgi SBCA, wwwabckwlustryorip Ica swe ccwfeorg MAX, SPACING 24.0' W L J W c t-- W 0 cj) -0 N 3 W m 1 O U Q N l V W 9- W L z 0 z i W Q (13 O 0 J W W D N 1-- :3 L W n 0 s i J Qy d T a uc L Flu 6'4 ISW F06 1ST FLOOR TRUSS LAYOUT RECORD COPY SHIINeLE LOADING 140 mph. LUIND 12 EXPOSURE B 6 4-3/1 r' HEEL A U U U U U U J1 CJ J3 w w w LLJ w w w w w CA r J5 CJ A5AI/ 2 4 2 A3 AP ep 2 i.Al 0 Al 2' A2 10 A3 2 A4 10 A5 10 r B1 P4' Bl EJ3 3' 10 EJ3 2' 13110 2' J 1 B1 2 B 2' W B4 Z lo 11 B4 a N 2 10' CEILING t aa B410 W 2' o B4 2' ti B4 z 2 liZt of oB3 C1 4'4'—I---6'4' 19'4' 2ND FLUOR TRUSS LAY T 18-2557 SANFpRoTH15LAYOUTSUF'ERCEDE5 AN1' F'REVIOU5Ll' RELEA5ED TRUSS LA-T-OUTS FOR THIS PROJECT. C RE L : 5/2/1(o) O A9RTTAE 16° PLUMB GUT I I T' 'FICAL TizU5S END ALL BEAMS BY OTHERS., UNLESS NOTED ON LAYOUT: ALL ROOF TRUSS HANGERS ARE SII`iPSON HUS2io OR HGUS2e,-2 AND ALL FLOOR HANGERS ARE TH4422 UNLESS NOTED OTHERLIISE. BEARING H GHTB +-RANGER TAKE 0'-0' HEIGHT NOTE IT IS THE RESPONSIBILITY OF TINE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRU& TO SUPPORTING STRUMIRE PER REACTIONS SHOIUN ON TRUSS ENGNEERNG. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPM AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRU55 SPACE MUST BE DIA61QAI F BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WfCA 1-15%5 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. JJARN ING CONVENTIONAL FRAMING, ERECTION AID/OR PERMANENT BRACING I NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANIFACTUR=R OR TRUSS MANUFACTURER PERSONS ERECTING TRUSSES ARE CAUTIA ONEDTOSEEKPF37FESSIONALDVICER-.. GARDNG ELECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION!: AND PERMANENT BRACING WHICH MAY BE REQUIRED N SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING , BRACING OF METAL PLATE CONNECTED WOOD TRU55E5 RECOMMENDATION5' BC51 20CE0 FOR FURTHER INF-OR-1A T ION. TRUSSES SHALL BE INSTALLED N A STRAIGHT AND PLUMB POSITION. NO SHEATHNG IS APPLIED DIRECTLY 70 TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGNEERED DESIGN. TRUSSES &TALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL NJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU— SPAN TRUSS CO. 407- 321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD / ORMOND BEACH/ MASCOTTE DAVID WEEKLET' HOMES 1413 - A 1"I5 TfR,4 ' LOT- 7ATE DRAUN BT JOB N&AM65R 05/ osna izL 20(081 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 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 Addrecc: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final iPu 'TTMBINGPERMIT w» r 44'-flrE7 , n a ,. .u. ' Min Max inspection Descri tion 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANI=CAL Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CIT)f OF SANFORD 01q BUILDING & FIRE PREVENTION NPERMITAPPLICAT10i Application No: Y Documented Construction Value: Job Address: Historic District: Yes [J No Parcel ID: Residential CommercialPA Type of Work: NewX Addition Alteration R RF1 epair Ej Demor-1 Chanue of UseElMove Description of Work: Pvm' to 1/i t6z, 14-ia45 iy-)a S" e"l 4"'l- e C. I, Plan Review Contact Person: 410e: Phone: Name Street: City, State Zip: Fax: ( . . . .. ........ Property Owner Information Phone: Resident of proj-,)eriy?: Contractor Information 5 NamePhone: Street: —'/ 1'R/-//- rl-41 Fax: City, State Zip. State .License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENICRINff',NTIMAY RESULT IN YOt'a PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF C0MINIENCF1,N]ENT NILiST i3E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU IN"111,M) TO 013T."OlIq FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR of COMMENCEMENT. Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation Nas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws reaulat-ing construch;m in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that elate: 511, edition (2014) Florida Stuilding, Cade Revised: hine 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable io this property that * , _ys be found in the public records of this county;, and there may be additional permits required from other noverrunelval entities such as 1420'r 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 E ien Lavv, fS" 13. . The City of Sanford requires payment of a plan review fee at the time of permit s€ binittal. A cap;; of the € xecuted contr.'Act in order to calculate a plan review charge and will be considered the estimated construction value of tine ,j ib at the:' n:ic of:,c€onntiai. The actual construction value will be figured based on the current ICC Valuation Table in effect at tN iine the permit is issued, €7 accordance with local ordinance. Should calculated charges figured off the executed contract exceed ihrtICtt,a1 credit Will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws. regulating construction and zonitao Siail ature Of O.vner[Age It Date Siam U1 APE n}crort lri: r 1..... f Print Owna/ Agent's Mine Print Sn S# ate.>PFinricia OwnerlA-en't is Personally Knovan to Idle or Contractor/A X.ent i;s per--'Onally V- nog vn to TO Produced ID Type of ID _........... ._._ __ Produced ID .._.... Tyl) of lf' BELOWIS FOR OFFICE USE ONLY Permits Required: Building [ l Electrical Mechanical Pltt.tt-tbffi E ] Construction Typed Occupancy Use: Flood Zone, - Total. Sq Ft of Bldg: Min. Occupancy Load: or Stories: New Construction: Electric - 9 of Amps Plumbing - 4 of Fixtures . . .... Fire ;Sprinkler Permit: Yes No r of Heads APPROVALS: ZONING: UI' ILITIFS: ENGINE I~ RING: GIRL: Fire Alarm PertniiYes Ns:a?,_.I t ASTl' W'A. ER: _............__. __... _ BUI L,MNG: C{ euiyc l; ,4tni' 3U,2015 1' '• -` I ,, iti t':t b FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002557 Date 8/21/18 Property Address . . . . . . 2904 GIPPER CIR Parcel Number . . 22.20.30.520-0000-0130 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1072644 Permit pin number 1072644 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FIRE INSPECTIONS ICITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002557 Date 8/21/18 Application pin number . . . 411066 Property Address . . . . . . 2904 GIPPER CIR Parcel Number . . 22.20.30.520-0000-0130 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 269640 Application desc noc on file Owner Contractor DAVID WEEKLY HOMES DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 407) 865-8208 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2512.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1072644 Permit pin number 1072644 Sub Contractor J & J ELECTRIC Permit Fee . . . . 60.00 Issue Date . . . . 8/21/18 Valuation . . . . 0 Expiration Date . . 2/17/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-ELDG PLAN REVIEW 1035.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. A \3 job Parcel ID: Type of Work: New 13 Description .of Work:. PERMIT APPLICATION Application No: 13.— IS j Documented Construction Value: $ Historic District: Yes [I No[] Residential,aCommercial [] Addition E] Alteration R Repair El DemoR Change of Use El Move El Plan Review Contact Person: ritie: Phone: Fax: Email: Property Owner Information Namecmi,6 4(-)mtS Phone: tq T) Street: 6)A Resident of property?: City, State Name Contractor Information P110 n e: k, 123' Street: 0-) CAJY t ( lfi I C, Fax: City, State Zip: State License No.: C W Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMM ENCE.MFNT musT BE RECORDED AND POSTED ON 'THE JOB SITE BEFORE THE FIRST INSPI;CPION. IF YOU INTEND TO OBTAIN FINANCING, CONSUIJ 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 instillations as indicated. I certify that no work or installation has commenced prior to the, issuance ofa permit and that all workwill be performed to mcet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for elcarical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanis, and air conditioners, etc. NOTICE: in addition to the rcgturcments of this permit, thcrc.may be additional restrictions applicable to this property that tntay be found in -tile public records of this caunty, and there may be. additional permits required from otlier governtitental entities shell a:: water management districts, state agencies, or federal agencies. Accepta'nde ofpermit is verification that i will natifY the oNmor of the. property of the requirements of Florida Lien Law. FS 713. The cityorSanford requires paymctx of a plan cevicw fee at the time of permit submittal. ,A copy of the esceuted contract is required in orders to calculate a plan review charge and will be cons ideredthe estimated construction "tine of the job at the time ofsubmittal, Tire actual constructionvalue will lie Ctgaured based on the current ICC Va nation Tableau affect at the time the permit is issued, in accordance Nvith local ordinance, Should ealculaicd charges figured off `titc executed eontract exceed the actual constru (ion Value. creditwillbe applied to your penvit fees when [tie permit is issued. ON NER'S AFFIDAVIT- I certify that all of the foregoing information is accurate and that all work will be done in compliance with all :applicable rows regulating constructio and zoning. its t Sl , nittUt 2ifa14nL' Yll t 4Ftl i):31; Sigratuic 01'Contractor/Alptt a 3 i? C", fan w r I'rnt4tetunc r t'tti ltic PrtrtCuntrxc:autA$:att`xMinu r 5ign3wrenl`N tu wStatecfflatxda sipatarcol'Uotarv-slaleOfFlantta €?she mz Owner/Agentis Personally Known to Me or ContractoriAg tlt is Personally Known to hie or Produced ID Type of ID „ Produced ID Type of IUD Permits Required: Build ng[] Electrical N echanical. Plumbing[? Cites Rool'' Construct ion 'l'ype. Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy) Load: # of Stories: Ne'ry Construction): Electric - ## of Amps Plumbing - # of Fixtures i } Fire Sprint{ler 11ertnit: Yes 0 No Q 11 of Heads Tire Alarm Permit Yes[] Non APPROVALS: ZONING: UTILITIES-. WASTE WATER: I:NOINEERING; FIRE: BUILDING: CONENIENTS Rei isW:lune 30, it)IS PcM61 Application Job Parcel Ill:., Type of Work: NeW Ad.diti Plan Review Contact., Person `; r, _ Title 99 rrww . Phone:`t 0 ,IN r Cyr. E1nad =o-, F'r itminer 146imatiic i Name Street. Resident of property? fl City, - State Zip• d Information a r roA, AIA at -, _, . _. 'l w 5 3 NameStreet: rS,C? Fax.'— 3J`' p State License No City, State Zip: = - .. .. .• ._ Architect/ Engineer Intbrm;ation Name: _ s __ _ Phone: Street:. _ Fax: City, St, Zip:. E-mail: Bonding Comp any: Mortgage Lender: Address,,.. ._ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 'A NOTICE OF COMMENCEMENT MUST BE - RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH.- YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code i Revised: June 30, 2015 Permit Application • NOTICE: In additionlo the requirements of 'this permit, there may be additional restrictions applicable to this property that may bcE found in the public records -of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies: Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan.review fee at the -time of permit submittal. A copy of the executed contract is required in order to calculate a plan' review charge and will. be considered the estimated construction value of the job at the time of submittal. The actual construction value will be,figured .based on the current ICC Valuation Table in effect at the time the permit is,issued, in nce'with local ordinance. Should calculated charges fgured :off the executed contract exceed the -actual constructoot value, credit will bezapplied to your permit fees when the permit is issued. OWNER'S' AFMA:YIT: I certify that-al1 df the foregoing information is accurate at 1 suor.".lr will w bedone lit-caiiplgance wrtii all applicableawsregulatux a Signature of owne-r/Agent Date Si" re?ofGontrnctQi%%gene Print Owner/Agents Name t ContrastortA t Name 44 C /1 Signatun;_of Notary -State of Florida mDate • - - 51gna9,9- titre ofhio ry atiiCCiif Florida ` D`atc' a x= m.•n .„+. mr. .. ,...<,.. ,..,:. ....,_,_ wrvww U, --:: hfi — y , a ... .,.... s, ..._..,,_ ,_+ CHERYL D AKERS 4 o EXPIRES June 05, 2020 907j,89-0153-F7pndaNg3aryScr,Actebme tom,! .. ° owner/Agent S Personally Known to Me, Cqutra t©rlAgent ls ersonplay Known toF Vie or Produced ID Type of ID Produced ID Type of 1U a = -. TA ONO, Permits Required:- Building - P-lectrkal' Mechanical Plumbing Gas[] Roof Construction .'ype , _. _ _ Occupancy Use: - -, Flood Zone: Total Sq Ft of Bldg:., Min. Occupancy Load: _ # of Stories:. New Construction: Electric - # of Amps _ _ Plumbing - # of Fixtures. Fire Sprinkler Permit:. Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:.'ZONING:... , UTILITIES: WASTE WATER: ENGINEER TG: , FIRE: BUILDING; COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE i State Cert CAC032448 1-888-831-2665_"IDEL HEATING ilgi COH®ITI®Noi6 David Weekley Homes Revised Date: 3/2/2018 225 S. Westmonte Drive, Suite 3300 Phone: (407) 865-8210 Altamonte Springs, FL 32714 Job Name: Reagan Pointe — 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job., Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall Block Walls` R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane U-Value = 0.34 SHGC = 0.30 Water Heater - Electric 40 gallon, efficiency 0.94 REAGAN POINTE34' COTTAGE$, PLAN NAME _ _ _..__ TONNAGE_ , SEER HSPF FANS/ FAN LIGHTS TOTAL CONTRACT PRICE FOP7413 w y .' 3 5 _ .„ 14.00 8:2 4/'O F 7,19500 Ot 7413- Opt'Bdrm 4 3.5 14.00 8.2 4/0 7,315.00 7497 3.0 14.00 8.2 4/0 6,958.00 7498 3.0 14.00 1 8.2 1 410 6,759.00 I 7499 2.5 14.00 8.2 4/0 6,506.00 REAGAN POINTE — 40'GARDENS PLAN NAME TONNAGE SEER HSPF FANS/ FAN; LIGHTS TOTAL CONTRACT PRICE J 7510 3.5 14.00 8.2 4/0 7,449.00 7511 3.5 14.00 8.2 4/0 7,361.00 7512 3.5 14.00 8.2 4 / 0 7,560.00 7513 3.5 14.00 8.2 4/0 7,373.00 i NOTE PRICING IS VALID FOR 6 MONTHS. Equipment to be CARRIER HEAT PUMP (CH14NB/FB) Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7" range vent, programmable thermostat (TH6320U1000DAG), (1) Honeywell 2-Zone Damper System, 1) Honeywell Y8150 fresh air, and a 2nd year warranty. Customer Initials HVAC STATE CERT. LIC N CAC032448 531 CODISCO WAY Sanford, FL 32771 407) 333-COOL www. delair.com