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2898 Gipper Cir 18-3088; NEW SFHCITY OF FORD JUL 2',01h Building & Fire Prevention Division PERMIT APPLICA TION I ? C -_ 11 Applicat on No: Documented Construction Value: S D:j c> -1 (o (0 . 00 Job Address: t Historic District: Yes1:1NNo R1 Parcel ID: 22-20-30-520-0000- C) (,--I tL) ResidentialFICommercialF-1 Alteratioair Demo F-]Chan-e of Use love TypeofWork: Ne"Ilz AdAlterationRv 1-1 Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Tracy Wiggers I Fax: IF Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Al"t- ", zi "'?Iano' Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Y, Resident of property? : - Contractor Information Name Casey Dare Phone: 407-865-8208 Street: 213 Majestic Eagle Drive City, State Zip: PoOnte Verde, Fl, 32081 Fax: State License No.: CBC 1254984 Architect/ Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, Fl, 32746 Bonding Company: Address: Fax: E- mail: admin@montaconsulting.com Mortgage Lender: t" 71 Address: NARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ( ' 'ONENTENCENIENT MAY RESULT IN YOUR PAYING TIVVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT )QUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT NIVITH 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 pen -nit and that all work will be performed to meet standards of all laws regulating construction C 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 " ith the date of application and the code in effect as of that date: 0"' Edition (2017) Florida Building Code 7 S R, n i,,ed. January 1, 20 1 , , Pci-nia Application NOTICE: In addition 10 the FeLlUll-enlentS of this permit, there rnay be additional restrictions applicable to this property that may be found in the public records Of this Count-,', and dlere may be additional permits required from other governmental entities such as atcr nianagctnent districts, state agencies, or federal a-encies. Acceptance ol'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 ot'permit submittal, A copy of the executed contract is required in Order to calculate a plan review chzimc and will be considered the estimated construction value of the job at the time of submittal. The actual Construction salute will be filaured based on the current [('(' Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oil' the executed contract exceed the actual construction value, Z figured will be applied to \,out- permit fees Whets the permit is issued. ONVNER'S AFFIDAVIT: I certify that all of the foregoing, information is accurate and that all work will be done in compliance with all applicable laws regulating, construction and zoning. A 0al tire of0 rNLent Date Se friature of C oorntor Agent Dare F\ Print Contrac Signature ' ota v-Statt bi rizi; Dare Sigrrart • c)(Norarv-Sra Torida Daic T Y LEE WIGGERS Y LEE WIGGERS otary Public - State of Flodde otary Public - State of Florida Commission # GG 161810 Commission # GG 161813 My Comm. Expires Nov 20, 2021 My r Zo 02 Gomm. Expires Nov 20, 2021 A 0 IMe or ct' " , .11 * gi Ownel'A ent'l""' 8"4" f" Cont fA nt4r tCOedth-gh F"* WNS'K )k n to Me oi- i , V@fj Produced TyFe7f-tD- Produce BELOW IS FOR OFFICE USE ONLY Permits Required: Building[a ElectncalH MCCIIalliCaIR PlUmbi r: 71 L12J Gas[ RoofE] Z, Z: Construction T%Ipe: 0 > Occupancy Use: z Total Sq Ft of Bldg: 2- 's-c> < Flood Zone: K7 7k ' VACLAfj> Min. Occupancy Load: 1'75 # of Stories: 2— New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes R NO of Heads --- Fire Alarm Permit: Yes D NO [5j APPROVALS: ZONING: L' > UTILITIES: ENGINEERING: FIRE: CO. MNIENTS: Ok to construct single family home with setbacks and impervious area shown on plan. sj. 0 1,Skt WASTE WATER: BUILDING: 5C KO! Qd )MIL1,11A 1, 201 " Persil Application CITY OF k 4FORD FIRE DEPARTI-AEfNT r J-_., t i -"c__. Ft' 3 n Building & Ftre Pi-eventloli-.l}IVt.S[0/1 PERMIT APPLICA TION Application No: X q_ _:C BB Documented Construction Value: $ Job Address: ?9 45 t P, = Ipf4s Historic District: Yes Noa Parcel ID: 22-20-30-520-0000- 0 L Residential Commercial Type of Work: New® Addition-1 Alteration Repair Demo Change of Use[] Move Description of work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone:407-865-8208 Fax: Name Title: Project Coordinator Email: twiggers a@dwhomes.com Property Owner Information -a 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 Far: City, State Zip: PoOnte Verde, Fl, 32081 State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR:A'EY 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 Frith the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated constntction value of the job at the tithe of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in co iance with all applicable laws regulating construction and zoning. 121 t - ature of O 61,Agant Date Wnature 07ract6dAgent Date F 12E_ Print Owner.'AgenPrint Contractor' gc Aam tamccI Signature ota -Stat f rN4 Date Signal o Notary -St f torida Date JfKtY LEE WIGGERS , ;;, tCY LEE WIGGERS otaryi' ublic - State of Florida otary Public - State of Florida Commission # GG 161013 " Commission 0 GG 161813 i My Comm. Expires Nov 20, 2021 t 4 , My Comm. Expires Nov 20, 2021 Owner/A e l k F % "to a or Cont et`pz'lr`ents*edtt,-ohl 4%t%4ff} own to Me or Produced D I ype of lD Produee ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1. 2018 Perrnit Application CITY OF kNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Property Address: 2898 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0140 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 0 New structure 0 Existing Structure (pre-2007 FIRM adoption) Fj Expansion/Addition EJ 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) O 0 ffiN1EUM\N 0lmNmlFloodZone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain Elfloodway E] A portion of the parcel is in the: 0 floodplain Fj floodway FEW The parcel is not in the: 01 floodplain E] floodway El The structure is in the: El floodplain F-1 floodway El The structure is not in the: 0 floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3088 Reviewed by: Michael Cash, CFM Date: July 30, 2018 S'ANFORD Application for Paved Driveway, Sidewalk or 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 15 jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kra w ~s below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call betm you di% 1 Project Location/Address: 'F, Cl (F- C-)I f21C 2 Proposed Activity: jr;7 AIDriveway D Walkway 0 Other: 3, Schedule of Work, Start Date 4, Brief Description of Work: SFR This application,,Ksu Property Owner/ Signature: / I L( 41 , Address: 21'3Majestagle Homes Phone: ( 407) 865-8208 Fax: Completion Date Print Name: Casey Dare DEmergency Repairs Email: cdare@dwhomes-COM Date: Maintenance Responsibilities/indemnification The Requester, 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 installationlimprovement 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 Requester's expense and, if necessary, file a lien on the Requester' 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 fead and un Signature: the above statement and by signing this application I agree to its terms. Date- / U This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection, Pre - pour Inspection by: Date Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions, Official Use Only Fee: Date: Date: Date: Date: November 2015 ROW Use Driveway pdf LIMITED PONVER OF ATTORNEY Altamonte Springs, Casselberr-%, Lake MarN, UmpNood, Oviedo. Sanford. Seminole Co -unto, Winter Springs name and appom—, a 11 a-,, C I I I to bQ mv 1a\\ ful attornc-,-in-fact to aCi ine to tt,h;v f,r, receipt for. -Jgn f r and d,-) all :!mgs to this appo:1-tricnt 11'or (check on'-% one option) V! permits and appl;cations subin'tied by this contractor. j The ,,,pcci "ic pc-mli and application for oi-k located at: T- St:e Expiration Date For This Limited Po er Of :'attorney —e- C License Holder Nari-te: State Llce-,,,e Number: Sir nature of License H STATE OF r] nD M 11 COUNTY OF Tl,,,e tore<-,e ng ins urn eni \k as adno % led `zed be forc r,,.e th" s i_a_ day o f -- u --- hs P o onalk- me or \N ho has produced, a,, identillication al-d 1\ hu dld d!j not tliki,an oj,,t S CZ) 1 Print or Type Narne No[;ir\ PUNK - Stag: Of Com n-, isswn cumber Mv Comrnis- wn E\ptres RACHEL BLACKWELL State ol, Fionca Noiar Public REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, J_n Seminole County, Winter Springs I Date: 05-28-18 Project Name: Griffin Park Building Permit: Project Address: 2-Ei S S Electrical Permit #I: In consideration for authorizing the appropriate utility company to crier-ize the facility, we a(irce with and understand the follow,1110: I , 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 an,,. third party claim,, damages from the exercise of such right, we agree to jointly and individually indemnify, and hold harmless the jurisdiction from all Such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical servicesces associated with the area will be 100 % complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are In an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical panels to prevent energizing circuits other than those that are safe. S. 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 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Casey Dare Casey Dare James J. ALanier Pri Name of'PA -re-r./Tenant Pri,nNafi-)c- Of General Contr. Print Name Of Elect.Contr. r if o 4= itii e o neral Contr. 6atur df Owner7enant ignature of Electrical Contr. I'v CHAD W COWDERY MY COMMISSION # FF985916 EXPIRES April 25,2020 i"t7iature c7f 14ry Public No "y 1-unlic Seat or Stamp IURISDI('TIONt',.IPLOYEE%A,IvIE No FIVIIJ) Progress Energy J Florida Power & Light on ACC> CERTIFICATE OF LIABILITYINSURANCE DATE(MMIDDtYYYY) Y 1 2/26r1201 8 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 CONTACT NamM__ Ashlee Carte ---_ ___-- Arthur J. Gallagher Risk Management Services, Inc. PHONE FAX - -- — 1900 West Loop South 713 935 8811 () 713_358-5713 E-MAIL ashle cary@ajg.comSuite1604ADORess------ Houston 1g Houston TX 77027 A Old Republic Insurance INSURED Weekley Homes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 rnVPRAr2PS r9:PTImrATP K111MR570- 10r)224117122 Dovtctnnt An IRADCD. 24147 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, TYPE OF INSURANCE POLICY EFF ,.- POLICY EXP LTR !. ! INSD WVD POLICY NUMBER MMIDD!YYYY MMIDD?YYYY 7 LIMITS COMMERCIAL GENERAL LIABILITY i EACH OCCURRENCE CLAIMS -MADE OCCUR 1 ----- _------ -y .. MED EXP (Any one persona S._....___ --_ - PERSONAL 8 ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE... PRO- POLICY ,._._,. JECT LOC PROOUCTS - COMP'OP AGG OTHER: j A AUTOMOBILE LIABILITY ( MWTB312417 3(tr2018 3r 112019 N SINGLE LIMIT$ Ea accidents 1.000 000 X ANY AUTO ( I BODILY INJURY (Per person) W' OWNED SCHEDULED AUTOS ONLY AUTOS I BODILY INJURY Per awdent HIRED `—' NON-OWNCD X X PROPER6AMAG€- AUTOS ONLY AUTOS ONLY Per aC.0 dent) X $250 DedCorn X :$500 DedCollpi UMBRELLA LIAR '..... OCCUR '.,.. EACH OCCURRENCE EXCESS LIAB CLAIMS -MADE.,... AGGREGATE DED- RETENTION $ A WORKERS COMPENSATION MWC31241800 3i112018 3i1i2019 PER OTH. Xi AND EMPLOYERS' LIABILITY YIN STATUTE _ 31,00G.QOGANYPROPRIE'Oi2 ARTNER EXECUTruE OFFICERtMEMBER EXCLUDED? , N t A E.L. EACH ACCIDENT Mandatory in NH) E.L. DISEASE - EA EMPLOYEE, $ 1,000,000 If yes. describe under DESCRIPTION OF OPERATIONS bela,, E.L- DISEASE - POLICY LIMIT 1 .000.000 j DESCRIPTION OF OPERATIONS, LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 1,mm i Irlt A I r- rlVL.uCK UANC:tLLA I IVN 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 UPRESENTATIVE a 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY FESSIONAL REGULATION UNDER THE UTES EXPIRATION- ELATE: UST 31, 2018 Always verify licenses online at M yFloricla Lice n se.corn Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Le;"d 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 e,ards, r' J 0oh Burchfield Ge erzl Counsel Atlanta I Austin 4 Charte-,ton o Charlotte - Chicago o Datl&[FOVorth o Denver Greater 1--filron Head Housron , fndianapoh, Jacksonville * Minneapoti,,/St.Paul 4 Nashville - Ortando 4 Panama City - Phoenix Salt Lake Cit-v 4 SmAntonikl 4 Sarasota 5 Tampa f Wtinitri,-,ton REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # Address: cq8qj;, (S;, ,,K- f- BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELE&Rlt L PERMITZ, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final d -10 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 r. FORM R405-2017 (" 0 E-11") C 0 P) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name, Lotl 4ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2898 Gripper Circle Permit Office: Permit Numbe 7 I NCity, State, Zip: Sanford , FL , 32773 r: Owner: Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9, Wall Types (2488.7 sqft,) Insulation 2, Single family or multiple family Single-family a. Frame - Wood, Exterior R=110 1350.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 891.33 W 3, Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=1 3,0 247.33 ft2 4. Number of Bedrooms 4 cl, N/A R= ft2 10. Ceiling Types (11314.0 scift.) 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) 2022 b. Knee Wall (Vented) R=19,0 36.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R 112 7, Windows(250,3 scift.) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 404.4 a, U-Factor: Dbl, U=034 250.33 ft2 SHGC: SHGC=0.30 b, U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 40.0 SEER14,00 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: 1,333 ft. Area Weighted Average SHGC: 0,300 14. Hot water systems a, Electric Cap: 40 gallons 8. Floor Types (1278.0 sqft,) Insulation Area EF: 0.940 a, Slab -On -Grade Edge Insulation R=0.0 802.00 ft2 b. Conservation features b. Floor over Garage R=1 9,0 395.00 ft2 None c. other (see details) R= 81.00 ft2 15. Credits Pstat Glass/Floor Area: 0.124 Total Proposed Modified Loads: 60.06 PASS Total Baseline Loads: 65.15 1 hereby certify that the plans and specifications cove red by Review of the plans and 1!II11 1IISVE STgTo1i this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 7/2/1,8 this building will be inspected for 0 M compliance with Section 553.908 I hereby certify that this buildin , is in compliance Florida Statutes. oasdesigngwiththeFloridaEnergyCode. OWNER/AGENT- BUILDING OFFICIAL' DATE:DATE: 777) I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes2017 Section R405,41 Compliant Software Page 1 of 5 FDRMR4O5-2017 PROJECT Title: Lot 1 4ReaganPointe74136N Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2022 Lot # Owner Name Total Stories: 2 Block/Subdivision, of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2898 Gripper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdictiow 691000 Whole House Fan: No City. State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97,5% 2.5% Winter Summer Degree Days Moisture Range BLOCKS Number" Name Area Volume SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated FLOORS V# Space, Perimeter Perimeter R_-11V1alue_1___ Area R-Value Ti'lle Wood Carpet ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul, deg) Gable or Shed Composition shingles 1429 ft' 320 ft2 Medium 0,85 N 0.85 No 0 26,6 ATTIC VType Ventilation Vent Ratio (11 in) Area RBS IRCC 7oo018313pm EnersvGmugoOuSA naReounnSection n400.4,1Compliant Software Page ovro P(')PRA PAnr-9017 CEILING V1111 Ceiling Type, SpaceR-Value I'll Ins Type Area Framing Frac 11 Truss Type- 1 Knee Wall (Vented) Main 19 Batt 36 ft2 011 Wood 2 Under Attic (Vented) Main 38 Blown 1278 It' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV,,#_Ornt To Watt Type_ Space RValue Ft_____In F1, In...__. Area - R7Vatue Fraction . ....... Absor. Grade% I SE Exterior Frame - Wood Main 13 30 0 9 0 270.0 111 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 7 10 0 9 4 93.3 ft2 0 0 0.6 0 3 SW Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft' 0 0.23 0,6 0 4 SW Exterior Concrete Block - Int Insul Main 7 31 0 9 4 289.3 111 0 0 0.6 0 5 NW Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0,23 0.6 0 6 NW Exterior Concrete Block - Int Insul Main 7 30 0 9 4 280.0 112 0 0 0,6 0 7 NE Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft2 0 0,23 0.6 0 8 NE Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0,6 0 9 Garage Frame - Wood Main 13 26 6 9 4 247.3 ft2 0 0.23 0,01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In SE Wood Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0,34 0,3 N 31 O ft2 1 ft 4 in I ft 4 in Drapes/blinds Exterior 5 2 SE 1 Vinyl Low-E Double Yes 0.34 0.3 N 8,0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 It 4 in 1 ft 4 in Drapes/blinds Exterior 5 4 NW 5 Vinyl Low-E Double Yes 0.34 0.3 N 40.0 ft2 1 ft 4 in 1 It 4 in Drapes/blinds Exterior 5 5 NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft' 1 ft 4 in 1 ft 2 in Drapes/blinds None 6 NW 6 Vinyl Low-E Double Yes 0,34 0.3 N 24,0 ft' 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 7 NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 60.0 ft' 1 ft 4 in 11 ft3in None None 8 NE 7 Vinyl Low-E Double Yes 0.34 0,3 N 30.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 9 NE 7 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft4 in None None 10 NE 8 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 11 ft 3 in None None GARAGE Floor Area 'Ceiling Area -,--,,Exposed Wall -Perimeter Avg. Wall Height Exposed Wall 'Insulation l 592.5 ft2 592.5 ft2 64 ft 8 ft 1 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 5 ral " .1 TO F-.z FIT61 K1111 VA INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACM 50 1 Wholehouse Proposed ACH(50) 000405 2146.7 117.85 221.64 .3638 7 HEATING SYSTEM V 9 System Type Subtype Efficiency Capacity Block Ducts l 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 ofm 0,75 1 sys#1 HOT WATER SYSTEM ff 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 Collector Storage Cert ff Company Name System Model ff Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 404.4 ft Main 101.1 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Heat Jan FebMar Apr Apr May Jun Ju Xj A Xj Sep NMayJunJulAugOctIi xl ri Xj Oct d Nov Decd Dec XVentJanFebX Mar Apr XMayJunJulAugSepOct Nov Dec 7/212018 313 PM EnergyGaugeO USA - FlaRes2017 Section R405,4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 58 0 0 0 1 - Electric Heat Pump 1 - Central Unit 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5of5 F0RMR4O5-2O17 m N LEVELKnN U U N Q (EPL) DISPLAY CARDN}N N vN 0 0 m'*0^0 y ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the Enargyp*rhormance Index, the more efficient the home. 2898 Gripper Qn:|a, S8nfOrd, FL. 32773 New construction or existing 2. Single family n,multiple family 3, Number munits, xmultiple family 4. Number wBedrooms a mthis aworst case? 6,Conditioned floor area ( n") r vvmunwo~ oeovnnuo^ a. o'Famoc om. u=oa* nnan: s*oo=o. 00 u. u-Factor N/ A sHoc: o. uf"cmc wm snoc: u ufoumc wm s* GC: Area Weighted Average Overhang Depth Area Weighted Average snmc: a Floor Types a, a/m»'on- srao*Edge Insulation uFloor over Garage c. other (see details) New ( From Plans) 9. Wall Types nvvmoon Area a rram"-wuou' Exterior n= 1Vn mm,onx` Single-family u,Concrete Block mtmo"/.Exterior e=ru 891.33n" 1 crram*-Wuou.Aujaoon e= 13o 24733n2 4 o.wm n~ n" oCeiling Types Insulation Nou. Under Attic (venmu) R=nuo 127&00n` 2022 Knee Wall (Ven*m) R= 1e0 msoon" o,w/^ n" Area 1owua n n" aooa3np n. Sup: Attic, Ret:Main, AH: Main n *04^ ft2 1u,Cooling systems xawmr smmenvv x` a, Central Unit 40,0 SEsn/^ oo ft2 13. Heating systems xomm, Efficiency a. Electric onvaPvwp o p.2m aoo u ommInsulation Area 1* Hot water systems 4nganona n=on omc,onx" a e/ ovmo epo.o4 R=19n oyo,nnnr u Conservation features n= monn` None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above en ving features which will bninstalled (or exceeded) nthis home before final Ise, onew EPLDisplay Card will bocompleted based oninstalled Cde m i s `l Builder Signature: Date: Note: This ionot aBuilding Energy Rating. |fyour Index iabelow 7O. your home may qualify for energy efficient mortgage (EEPW)incentives ifyou obtain aFlorida EneryyQaugeRating. Email EnergyGaugetech support ot techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/2/2018 113 PM EnergyGauge@ USA - FlaRes2017 - Section R4054,1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lotl4ftaganPointe7413 DEL -AIR Date: 7/2/18 Entire House By: A DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407333-3853 Web. WWW.DEL-AIR,COM Project Information For: David Weekley Homes 2898 Gripper Circle, Sanford, FI 32773 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 31208 Btuh Outdoor design WB: 75.2°F Latent gain: 5322 Btuh Indoor design DB: 75.0°F Total gain: 36530 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NBO42000OAO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31498 Btuh 101% of load Latent capacity: 7006 Btuh 132% of load Total capacity: 38504 Btuh 105% of load SHR: 82% Entering coil DB: 76.8°F Entering coil WB: 63.6°F Design Conditions Heating Equipment ---- ----- - -- ------- Outdoor design DB: 40.9°F Heat loss: 25162 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37890 Btuh 151% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 29 0 F Economic balance: -99 OF wrightsoft, 2018-Jul-02 15:18 11 Right-SuiteO Universal 2018 18,0,13 RSU24011 Page 1 AC rC 4ReaganPointe7413BN\Lotl4ReaganPointe7413BN.rup Calc = MJ8 faces, SE Component Constructions Job: Lotl4ReaganPointe7413 PDEL-AIR Date: 7/2/18 KAM . AM C80=110111110110 Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR,COM For: David Weekley Homes 2898 Gripper Circle, Sanford, F1 32773 Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29N 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 fF Btuht-F ft2-1FBluh Blubl!", Btu h Btu 11 A., Btu h 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 16CR-1 9ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh. 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5 It window ht, 1.33 ft sep): 7.2 It head ht 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr. 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,30); 1.33 ft overhang (2 ft window ht, 1.33 ft sep); 7.2 It head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.30). 1.33 ft overhang (4 ft window ht, 11.25 It sep.): 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 133 ft sep): 7.2 ft head ht ne 367 0.089 13.0 2.59 950 2,80 1028 se 231 0,089 13.0 2.59 598 2,80 647 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 1213 0.089 110 2.59 3141 MO 3398 ne 221 0.167 7.0 4,86 1072 526 1160 se 69 0.167 TO 4,86 337 5.26 364 sw 289 0,167 7.0 4.86 1406 5.26 1521 nw 175 0167 TO 4.86 848 5.26 918 all 754 0,167 7.0 4.86 3663 5.26 3963 ne 10 0.049 19,0 1.43 14 2.18 22 se 11 0.049 19.0 1,43 16 2.18 24 sw 10 0.049 19.0 1.43 14 2.18 22 nw 11 0.049 19.0 1.43 16 2.18 24 all 42 0.049 19,0 1.43 60 2.18 92 226 0,096 13,0 279 631 1.88 424 ne 30 0,340 0 9,89 297 22.5 674 ne 8 0340 0 9.89 79 26.5 212 ne 8 0.340 0 9.89 79 26,5 212 se 16 0340 0 9.89 154 24.7 386 rk vvrightsc:loft,, 2018-Jul-0215.18,11 Right-SuiteO Universal 2018 18,0,13 RSU24011 Page I 4ReaganPointe7413BW Lot 1 4R eagan Pointe741313N, rup Calc = MJ8 faces SE 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, se 8 0,340 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft sw 20 0.340 overhang (4 If window ht, 1.33 ft sep) , 7.2 ft head ht nw 40 0.340 all 68 0340 2A-2ov: 2 glazing, clr outr, air gas, vni firm mat, cir low-e innr, 1/4" gap, se 16 0340 1/8" thk; NFRC rated (SHGC=0,30); 50% drapes, medium; 1.33 ft overhang (5.2 If window ht, 1.33 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, nw 21 0,340 1/8" thk, NFRC rated (SHGC=0,30): 50% drapes, medium, 1.33 It overhang (8 ft window ht, 1.17 ft sep.): 8 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 24 0.340 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 2B-2tv: 2 glazing, clr outr, air gas, vril firm mat, cir low-e innr, 1/4" gap, nw 60 0340 1/8" thk: NFRC rated (SHGC=0.30); 1.33 ft overhang (6 it window ht, 11.25 ft sep.): 8 ft head ht Doors 11 DO: Door, wd sc type se 24 0,390 n 21 0.390 all 45 0.390 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026 gypsum board int fnsh Floors 20P-1 9t: Fir floor, firm fir, 12" thkns, r- 19 cav ins, amb ovr 81 0.050 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 401 0,050 22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989 A-- -F F vvrightsoft- Right -Suited Universal 2018 18,0 13 RSU24011 04M 4Rea'g'a` n Point'e'74`1 3SN"''Lot 14R eagan Point e74138N, rup Calc =M,18 faces SE 0 9,89 79 20.6 164 0 9.89 198 20.5 411 9.89 396 22.5 898 0 9.89 673 217 1473 0 9.89 154 212 330 0 9.89 211 15.7 335 0 9,89 237 22.5 539 0 9.89 594 26.5 1591 0 11,3 272 12.1 291 0 11.3 242 12.1 258 0 11.3 514 12.1 549 38.0 0.76 971 1.16 1487 19.0 1.45 118 0.73 59 19.0 1.45 583 0,73 292 0 28.8 2748 0 0 2018-Jul-02 15:18:11 Page 2 Project Summary Job: Lot 1 4Reagan Pointe7413 QEL-AIR Date: 7/2/18 119,0M AM C0111IM0010110 Entire House By: A DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Project Information For: David Weekley Homes 2898 Gripper Circle, Sanford, FI 32773 Notes: 5/24/18 JA March 6, 2018 RH 6/7/18 JA Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19065 Btuh Structure 24018 Btuh Ducts 4244 Btuh Ducts 6044 Btuh Central vent (58 cfm) 1853 Btuh Central vent (58 cfm) 1146 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh PIP199 0 Btuh Equipment load 25162 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31208 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2751 Btuh Ducts 1048 Btuh Central vent(58 cfm) 1524 Btuh Heating Cooling Outside air Area (ft' 2022 2022 Equipment latent load 5322 Btuh Valume 43 19039 19039 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 36530 Btuh Equiv. AVF (cfm) 130 67 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 C H 14N B042000OA0 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 @ 470F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0,057 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 or291 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk Wright-Irt' 2018-Jul-0215:18,11 1 --- ! Right-SuiteO Universal 2018 180.13 RSU24011 Page I AM ...4ReaganPointe74136N\Lotl4ReaganPointe74136N rup Calc --, MJ8 faces SE lQEL-AIR Right-JO Worksheet Job: LotUlReaganftnte7411311314 MM1110, M CONOMMM Entire House Date: 7/2/18 By: JA DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name Entire House pwdr 2 3 Exposed wall Room height 245.5 If 9.1 If 13,0 it 93 If heaticool 4 5 Room dimensions Room area 2086.0 f1l 4.5 x 8.5 ft 38.3 ft2 Ty Construction U-value or HTM Area (ft') Load Area (ft2) Load number BtutVfta--F) Btu[Vft') or perimeter (ft) Btuh) or perimeter (ft) Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw Frm wall, st 2A-2ov 2B-2fv 0.089 0,340 0.340 ne ne ne 2159 9,89 9.89 2.80 22.45 26.51 405 30 8 367 0 0 950 297 79 1028 674 212 0 0 0 0 0 0 0 0 0 0 0 0 1 yJ 13A-7ocs Blk wall, s 26-2fv 16CR-19ad 12C-Osw Frrn wall, st 2A-2ov 0.167 0340 0.049 0,089 0.340 ne ne ne se se 4.86 9.89 1,43 2.59 9.89 5.26 26.51 218 2.80 24.72 229 8 10 270 16 221 0 10 231 3 1072 79 14 598 154 1160 212 22 647 386 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 11D0 16CR-19ad 12C-Osw Frm wall, st 2A-2ov 13A-7ocs Blk wall, s 16CA-19ad 12C-Osw Frm wall, st 0.340 0.340 0,167 0,390 0,049 0,089 0.340 0.167 0,049 0,089 se se se se se sw sw sw sw nw 9.89 9.89 4,86 11Z 1.43 2,59 9.89 4.86 1.43 2.59 20,55 21.16 5.26 12,11 2.18 2,80 20-54 5.26 2,18 2.80 8 16 93 24 11 405 20 289 10 270 2 3 69 24 11 365 4 289 10 230 79 154 337 272 16 997 198 1406 14 596 164 330 364 291 24 1079 411 1521 22 644 0 0 42 0 0 0 0 79 0 0 0 0 42 0 0 0 0 79 0 0 0 0 204 0 0 0 0 385 0 0 0 0 221 0 0 0 0 417 0 0 t-D W t_G W W 2A -2ov 13A-7ocs Blk wall, s 10C-V 2A-2ov 213-2tv 0340 0,167 0,340 0.340 0.340 nw nw nw nw nw 9.89 4.86 9,89 9,89 9.89 22.45 5126 15,72 22,45 26.51 40 280 21 24 60 0 175 0 0 0 396 M 211 237 594 898 918 335 539 1591 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 16CR-19ad 12C-Osw Frm wail, r- 0.049 0,096 nw 1.43 2.79 2.18 1,88 11 247 11 226 16 631 24 424 0 0 0 0 0 0 0 0 L-D 11DO 0,390 n 11,35 12,11 21 21 242 258 0 0 0 0 C F 16CR-38ad 20P-19t 0.026 0.050 0,76 1146 1.16 0.73 1284 81 1284 81 971 118 1487 59 0 0 0 0 0 0 0 0 F F 2OP-19t 22A-tpl 0.050 01989 1.45 28,78 0.73 0.00 401 802 401 96 583 2748 292 0 0 38 0 13 0 374 0 0 6 c) AED excursion 937 29 Envelope loss/gain 14909 16951 9641 609 12 a) Infiltration b) Room ventilation 4156 0 1317 0 221 0 70 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 46001 0 Subtotal (lines 6 to 13) 19065 24018 1184 679 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19065 24018 1184 679 151 Duct loads 1 221% 25% 4244 6044 101%1 101% 118 68 Total room load 23309 30062 1303 747 Air required (cfm) 13331 1333 75, 33 Calculations Mproved by ACCA to meet all requirements of Manual J 8th Ed. 4+4- VW Viso" 2018-Jul-02 15:18:11 Right-Suiteft Universal 2018 18,0 13 RSU24011 Page 1 ACk4ReaganPointe7413BN\Lotl4ReaganPointe74136N rup CaIC = MJ8 faces. SE J DEL:AIR Right -JCS Worksheet Job: LotUReaganPointe74113BINI Entire House Date: 7/2/18 By: JA DEL -AIR HEATING & AIR CO NDITIONING 531 CODISCO WAY, SANFORD. FL 327 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM 1 Room name family kitchen 2 Exposed wall 42.5 ft 18.0 If 3 Room height U If heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 424.5 It 1.0 x 238.5 It 5 Room area 424,5 ft2 238.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (f12) Load number BtutVft2-1F) Elt ft2) or perimeter (ft) Btuh) or perimeter (ft) 6tuh) 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 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0 28-2tv 0.340 ne 9,89 26.51 0 0 0 0 0 0 0 0 13A-7ocs 81k wall, s 0,167 ne 4.86 5.26 0 0 0 0 168 168 816 883 1 2B-2(v 0,340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 16CR-19ad 0,049 ne 1.43 2.18 0 0 0 0 0 0 0 0 12C-0sw Frm wall, st 0.089 se 2,59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 91.89 24,72 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 20.55 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.16 0 0 0 0 0 0 0 0 t- 13A-7ws Slk wall, s 0,167 se 4,86 5,26 51 27 133 144 0 0 0 0 0 11D0 0,390 se 11.35 12,11 24 24 272 291 0 0 0 0 W 16CR-19ad 0.049 se 1.43 2.18 0 0 0 0 0 0 0 0 t-4 12C-0sw Frm wall, at 0.089 sw 2,59 2,80 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 20.54 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4,86 5.26 210 210 1020 1104 0 0 0 0 W 16CR-19ad 0M9 sw 1,43 2.18 0 0 0 0 0 0 0 0 t_o 12C-0sw Frm wall, st 0.089 nw Z59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9.89 22.45 0 0 0 0 0 0 0 0 13A-7ocs 81k wall, s 0.167 nw 4,86 6,26 135 75 366 3% 0 0 0 0 10C-v 0.340 nw 9,89 15.72 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw, 9.89 22,45 0 0 0 0 0 0 0 0 2B-2(v 0.340 nw 9.89 26.51 60 0 94 1591 0 0 0 0 W 16CR-19ad 0.049 nw 1.43 2.18 0 0 0 0 0 0 0 0 P 12C-0sw Frm wall, r- 0,096 2,79 1.88 187 187 521 350 61 39 110 74 L-0 11DO 0.390 n 11,35 12.11 0 0 0 0 21 21 242 258 C 16CR-38ad 0.026 0.76 1.16 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 II 0,73 0 0 0 0 0 0 a 0 F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 425 43 1223 0 239 18 618 0 6 c) AED excursion 350 103 Envelope loss/gain 1 4129 4224 1686 1112 12 a) Infiltration 722 229 306 97 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 1 0 Appliances/other 1 600 1200, Subtotal (lines 6 to 13) 4851 5743 1992 2409 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4851 5743 1992 2409 15 Duct loads 101% 10% 485 574 10% 10% 199 241 Total room load 5336 6317 2191 2650 Air required (cfrn) 305 280 125 118 Calculations apgroved by ACCA to meet all r2quirements of Manual J 8th Ed 2018-Jul-02 15:18:11 Right-SuiteO Universal 2018 18 0,13 RSU24011 Page 2AM*1 4ReaganPointe74138N1,Lot 14ReaganPointe74136N.rup Calc = MJ8 faces. SE 3 1 QELAIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 GODISCO WAY, SANFORD, FL 32771 ,one: 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR,COM Job: Lotl 4Reagan Pointe7413BN Date: 7/2/18 By: JA I Room name dining retreat/bdrm 4 2 3 Exposed wall Room height 22.0 It 9.3 It heat/cool 40.0 It 9,0 It heat/cool 4 5 Room dimensions Room area 15.5 x 6.5 It 100.8 ft2 1.0 x 396.3 ft 396.3 f112 Ty Construction number Ul-value Btuh/ft2-1F) Or HTM Btulvft2) Area 019 or perimeter (ft) Load Btuh) Area (W) or perimeter (ft) Load Elt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T:::2 12C-Osw Frm wall, st 2A-2ov 2B-2tv 0M9 0,340 0,340 ne ne ne 2,59 9,89 9.89 2.80 22.45 26,51 0 0 0 0 0 0 0 0 0 0 0 0 252 30 0 222 0 0 75 297 0 622 674 0 1 13A-7ocs Blk wall, s 28-2fv 16CR-19ad 12C-Osw Frm wall, st 2A -2ov 2A-2ov 2A-2ov 131k wall, s 1100 16CR-19ad 12C-Osw Frm wall, st 2A-2ov 13A-7ors Blk wall, s 160FI-19ad 12C-0sw Frm wall, st 0,167 0.340 0,049 0.089 0.340 0,340 0.340 0.167 0.390 0.049 0,089 0340 0,167 0.049 0.089 ne ne no se se se se so se se sw sw sw sw nw 4,86 9.89 1,43 2,59 9.89 9.89 9.89 4,86 1135 1.43 2,59 9,89 4.86 1,43 2.59 5.26 26,51 2.18 2.80 24.72 20.55 21A6 5.26 12.11 2.18 Z80 20 54 5.26 2.18 2.80 61 8 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 256 79 0 0 0 0 0 0 0 0 0 0 0 0 0 277 212 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 228 0 0 0 0 0 0 0 0 0 0 0 0 0 0 247 W t_13A-7ocs D W t_r. W W t___o 2A-2ov 13A7ocs Blk wall, s 10C-V 2A-2ov 2B-2fV 0,340 0.167 0,340 0,340 O.340 nw nw nw nw nw 9.89 4,86 9,89 9.89 9.89 22.45 5.26 15.72 22A5 26,51 0 145 21 24 0 0 99 0 0 0 0 482 211 237 0 0 522 335 539 0 20 0 0 0 0 0 0 0 0 0 198 0 0 0 0 449 0 0 0 0 W P 16CR-19ad 12C-Osw Frm wall, r- 0,049 0.096 nw 1,43 2.79 2,18 1.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-o 116o 0.390 n W35 12,11 0 0 0 0 0 0 0 0 C F 16CR-38ad 20P-19t 0.026 01050 0.76 145 1.16 013 0 0 0 0 0 0 0 0 3% 0 396 0 300 0 459 0 F 2OP-19t 0.050 1.45 0,73 0 0 0 0 23 23 33 17 F 22A-tpl 01989 28.78 0.00 101 22 633 0 0 0 0 0 6 c) AED excursion 276 147 Envelope loss/gain 1899 2161 1630 2319 12 a) Infiltration 374 118 655 208 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 i 2301 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13) 2273 2510 2286 3527 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2273 2510 2286 3527 15 Duct bads 101/61 10*/. 227 251 3 7/. 3 9% 838 1366 Total room load DO 271 Air required (cfm) 143 122 179 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jul-02 15:18 11 Right-SuiteD Universal 2018 18.0. 13 RSU24011 Page 3 4R eaganPointe7413BN\ Lot 1 4R eagan Pointe741 3BN. rup Calc = MJ8 faces SE 9DEL-AIR Right-JO Worksheet Job: Lot 1 4Reagan Pointe7413BN NKIrm, Entire House Date: 7/2/18 By: A DEL - AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM 1 Room name lath 2 bdrm 2 2 Exposed wall 6.0 it 25.5 it 3 Room height 9.0 It heat/cool 9.0 If heat/cool 4 5 Room dimensions Room area 6. 0 x 10,0 it 60. 0 ft2 12. 0 x 13.5 it 162. 0 W Ty Construction number U- value Btuh/ ftl-'F) Or HTM Btuh/ 112) Area ( fta) or perimeter (it) Load Stuh) Area ( fr) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 120-Osw Frm wall, st 2A- 2ov 213- 2tv OM9 0340 0340 no no ne 2. 59 9. 89 9. 89 2, 80 22. 45 26, 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 t_G 13A- 7ocs Blk wall, s 2B- 2fv 0. 167 0, 340 ne ne 4. 86 9. 89 5. 26 26. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN 16CR-19ad 12C- Osw Frm wall, st 2A - 2ov 0, 049 0, 089 0. 340 ne se so 11: 43 2. 59 9. 89 2. 18 2. 80 24. 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 2A - 2ov 0. 340 0. 340 se se 9. 89 9. 89 20. 55 21. 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W t--, G 13A- 7ocs elk walk's 11DO 16CR- 19ad 12C- Osw Frm wall, st 2A- 2ov O. 167 0, 390 0. 049 0. 089 0. 340 so se se sw sw 4, 86 1L35 1. 43 2. 59 9, 89 5, 26 12. 11 2. 18 2, 80 20. 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122 0 0 0 0 122 0 0 0 0 315 0 0 0 0 340 0 W W 13A- 7ocs Blk wall, s 16CR- 19ad 12C- Osw Frm wall, st 0. 167 0. 049 0. 089 sw sw nw 4. 86 143 2. 59 5. 26 2, 18 2. 80 0 0 54 0 0 54 0 0 14() 0 0 151 0 0 108 0 0 88 0 0 228 0 0 247 t--" 2A-2ov 13A- 7oe,s Blk wall, a 10C- V 0, 340 0. 167 0, 340 nw nw nw 9. 89 4. 88 9, 89 22. 45 5. 26 15. 72 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 198 0 0 449 0 0 T502A-2ov 28- 2fv 0. 340 0340 nw nw 9, 89 9. 89 22, 45 26, 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 16CR- I9ad 12C- Osw Frm wall, r- 0, 049 0. 096 nw 1.43 2. 79 2. 18 1, 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- D 1100 0.390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.76 1.16 60 60 45 69 162 162 123 188 F 20IP_19t 01050 1,45 0,73 0 0 0 0 0 0 0 0 F 2OP-19t 0,050 11.45 0.73 0 0 0 0 0 0 0 0 F 22A-to 01989 28,78 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 179 Envelope loss/gain 185 210 863 1403 12 a) Infiltration 98 31 418 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1 0 1 3001 Subtotal ( lines 6 to 13) 284 242 1281 1835 Less external load 0 0 0 0 11Lesstransfer0000Redistribution 0 0 0 0 14 Subtotal 2B4 242 1281 1835 5 Duct loads 371% 39% 104 370% 1 39% 470 711 Total room load 388 335 1750 2546 Air required (cfm) 1 113 4- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Jul-02 15:18:11 Right- SuiteO Universal 2018 18.0, 13 RSU24011 Page 4 A(-- 4R eagan Pointe741 36N\ Lot 1413 eagan Poin(e74136N rup Calc = MJ8 faces: SE Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407,333-3853 Web: WWW,DEL-AIR.COM Job: Lot I 4Reagan Pointe7413BN Date: 7/2/18 By: A 1 Room name bdrm 3 mstr wic 2 3 Exposed wall Room height 11.0 ft 9.0 It heat/cool 11.0 If 9.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 139.5 If 139.5 112 16.5 x 6.5 If 107.3 142 Ty Construction number U-value BtutVftl-'F) Or HTM Bt IV) Area (ftz) or perimeter (ft) Load Et h) Area (ft2) or perimeter (ft) Load 8 tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw Frm wall, st 2A-2ov 2S.2fV 0,089 0,340 U40 ne ne ne 2.59 9,89 9.89 2180 22.45 26.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13A-7ocs Blk wall, s 2B-2fv 16CR-19ad 12C-0sw Frm wall, st 2A -2ov 0.167 0.340 0,049 0.089 0,340 ne ne ne se se 4.86 9.89 1,43 2.59 9.89 5.26 26.51 2.18 MO 24.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 41 0 0 0 0 105 0 0 0 0 113 0 W 2A-2ov 2A-2ov 13A-7ocs 81k wall, s 1100 16CR-19ad 12C-0sw Frim wall, st 2A-2ov 0,340 0340 0.167 0390 0.049 0M9 0,340 se se se se se sw sw 9.89 9.89 4M 11,35 1.43 2.59 9.89 20,55 21.16 5.26 12A1 2.18 2.80 20.54 0 0 0 0 0 99 20 0 0 0 0 0 79 4 0 0 0 0 0 205 198 0 0 0 0 0 221 411 0 0 0 0 0 59 0 0 0 0 0 0 59 0 0 0 0 0 0 152 0 0 0 0 0 0 164 0 W t--G W W 13A-7ocs Elk wall, s MR-19ad 12C-0sw Frm wall, st 0.167 0.049 0.089 sw sw nw 4.86 1;43 2.59Z80 5.26 2,18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t--G 2A-2ov 13A-7ocs Slk wall, s 10C-V 2A-2ov 2B-2fv 0340 0,167 0,340 0,340 0,340 nw nw nw nw nw 9.89 4,86 9M 9.89 9,89 22.45 5.26 15,72 22.45 26,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16CR-19ad 12C-0sw Frmwall, r- 0.049 0,096 nw 143 2,79 2.18 1.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T-D 11DO 0,390 n 11,35 1211 0 0 0 0 0 0 0 0 C F 16CR-38ad 20P-19t 0 ' 026 0.050 0.76 1:45 1.16 0.73 140 0 140 0 106 0 162 0 107 0 107 0 81 0 124 0 F F 20P-19t 22A-tpl 0,050 0M9 1.45 28.78 0.73 0.00 0 0 0 0 0 0 0 0 40 0 40 0 59 0 29 0 6 c) AED excursion 170 20 Envelope loss/gain 508 963 3% 411 12 a) Infiltration 180 57 180 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 300 0 0 0 Subtotal (lines 6 to 13) 688 1321 5761 468 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 688 1321 576 468 15, Duct loads 1 371/6 39P/o 2521 511 37% 391% 211 181 Total room load 941 1832 788 649 Air required (cfm) 54 81 45, 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0 13 RSU24011 2018-Jul-02 15:18i11 2;4 - Right -Suited Universal 2018 1Page 5 AC7fk4ReaganPointe7413BN"Lotl4ReaganPointe7413BN.rup Calc = MJ8 faces: SE PDEL-AIR Right-JO Worksheet NEOM, AM OGNMrAWM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-831-2665 Fax 407-333-3853 Web, WWW,DEL-AIR COM Job: Lotl4ftaganftinte74138N Date. 7/2/18 By: JA 1 Room name mstr we mstr bth 2 Exposed wall 3.0 It 20.5 It 3 Room height 9.0 It heat/cool 9,0 It heat/cool 4 Room dimensions 6.0 x 3.0 It 1.0 x 112.0 It 5 Room area 18.0 W 112.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number 6tuIVft1-'F) Btuh ft2) or perimeter (ft) Bt h) 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 Z80 0 0 0 0 0 0 0 0 T 2A-2ov 0,340 ne 9,89 22A5 0 0 0 0 0 0 0 0 28-2fv 0,340 no 9,89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Elk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 1 2B-2fv 0.340 ne 9.89 26-51 0 0 0 0 0 0 0 0 W 16CR-19ad 0,049 ne 1,43 218 0 0 0 0 0= 0 0 0 12C-0sw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 86 78 201 217 2A-2ov 0.340 se 9.89 24.72 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.55 0 0 0 0 8 2 79 164 2A-2ov 0,340 se 9.89 21.16 0 0 0 0 0 0 0 0 13A-7ocs Elk wall, a 0.167 se 4,86 5,26 0 0 0 0 0 0 0 0 D 1100 0,390 se 11.35 1211 0 0 0 0 0 0 0 0 W 16CR-19ad 0.049 se 1.43 2,18 0 0 0 0 0 0 0 0 t12C-Osw Frm wall, st 0,089 sw 2.59 2180 27 27 70 76 99 99 256 277 0 2A-20v 0,340 sw 9,89 20,54 0 0 0 0 0 0 0 0 W 13A-7ocs Elk wall. s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 W 16CR-19ad 0.049 sw 1.43 2.18 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st OM9 nw 2.59 280 0 0 0 0 0 0 0 0 2A-2ov 0340 nw 9.89 22,45 0 0 0 0 0 0 0 0 13A-7ocs Elk wall, s 0.167 nw 4.86 5,26 0 0 0 0 0 0 0 0 10C-v 0,340 rw 9.89 15.72 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9,89 22A5 0 0 0 0 0 0 0 0 28-2tv 0,340 nw 9,89 26,51 0 0 0 0 0 0 0 0 W 16CR-19ad 0.049 nw 1.43 2.18 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.79 1,88 0 0 0 0 0 0 0 0 L-o iloo 0,390 n 11,35 12,11 0 0 0 0 0 0 0 0 C 16CR-38ad 0V6 0.76 1.16 18 18 14 21 112 112 85 130 F 201PA91 01060 1,45 0.73 18 18 26 13 63 63 92 46 F 20P-191 0.050 1,45 0.73 0 0 0 0 49 49 71 36 F 22A-tpl 01989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 66 Envelope loss/gain 110 104 784 936 12 a) Infiltration 49 16 336 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 159 120 1120 1042 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 159 120 1120 1042 15 Duct loads 371/6 391/6 58 46 371% 391% 4111 404 Total room load 217 167 1530 1446 Air required (cfm)1 1 12 71 88 64 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Rigll-SuiteO Universal 2018 18 0 13 RSU24011 2018-Jul-02 1518:11 Page 6AC4ReaganPointe7413BWLot14ReaganPointe7413BNrupCato = MJ8 faces: SE j(,)EL-AIR Right-JO Worksheet Job: Lotll4ftaganPointe7413814 Entire House Date: 7/2/18 By: JA DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 one: 407-831-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR,COM 1 Room name util mstr mn 2 Exposed wall 0 ft 33.0 It 3 Room height 9,0 it heaticool 9.0 ft heat/cool 4 5 Room dimensions Room area 7.0 x 6.5 It 45.5 f1l 1.0 x 243.5 ft 243.5 ft2 Ty Construction number U-value W Btuh/T) Or HTIVI B tuh/ft') Area Oil or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load 6( h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw Frm wall, st 2A-2ov 280V 0,089 0,340 0,340 ne ne ne 2,59 9.89 9189 2.80 22.45 26,51 0 0 0 0 0 0 0 0 0 0 0 0 163 0 8 145 0 0 376 0 79 406 0 212 1 13A-7ocs Silk wall, s 26 -2fv 16CR-19ad 12C-Osw Frm wall, st 2A -2ov 0.167 0.340 0,049 0.089 0.340 ne ne ne se se 4.86 9.89 1 43 2,59 9.89 5,26 26.51 Z 18 2,80 24.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 144 16 0 0 10 113 3 0 0 14 292 154 0 0 22 316 386 W 2A-2ov 2A-2ov 13A-7ocs Elk wall, s 11DO 16CR-19ad 12C-Osw Frm wall, st 2A-2ov 0.340 0.340 0.167 0.390 0,049 0.089 0.340 se se se se se sw sw 9.89 9.89 4.86 11.35 1,43 2.59 9,89 20.55 21_ 16 5.26 12,11 2.18 2:80 20:54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 11 0 0 0 3 0 0 11 0 0 0 154 0 0 16 0 0 0 330 0 0 24 0 0 f _D W t--G W W 13A-7ocs Blk wall, s 16CR-19ad 12C-Osw Frm wall, st 0.167 0.049 0.089 sw sw nw 4.86 1,43 2.59 5.26 2.18 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 0 14 0 0 22 0 2A-2ov 13A-7ocs 81k wall, s 10C-V 2A-2ov 28.2fv 0,340 0.167 0,340 0340 0340 nw, nw nw nw, nw 9,89 4.86 9.89 9.89 9.89 22,45 5.26 15,72 2245 26,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 16CR-19ad 12C-Osw Fret wall, r- 0,049 0M6 nw 1.43 219 2.18 1.88 0 0 0 0 0 0 0 0 11 0 11 0 16 0 24 0 L-o 11DO 0,390 n 11,35 12A1 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.76 1.16 46 46 34 53 244 244 184 282 IF 2OP-19t OMO 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 46 46 66 33 244 244 354 177 r 22A-tpl 0.989 28,78 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 28 238 Envelope loss/gain 101 58 1654 2439 12 a) Infiltration 0 0 617 1% b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 1 230 600 Subtotal (lines 6 to 13) 1 101 658 22711 3465 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 101 658 2271 3465 151 Duct loads 1 371% 391% 37 255 3 7% 1 391/6 833 1342 Total roan laad 138 912 3104 4806 Air required (cfm} 8 40 177 213 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. iW- VWW-10t%!tM43'1rt- 2018-Jul-02 15:18:11 Right-SuiteO Universal 2018 18,0,13 RSU24011 Pae 7 4R ea'ganPointe7413BN\ Lot 14 R eagan Point e7413BN, rup Calc = MJ8 faces: SE g j DEL-AIR Duct System Summary Job: Lot14ReaganPo1nte7413 Date: 7/2/18 Huff" . AM ca"Bum"ING Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM r-roject intormation For: David Weekley Homes 2898 Gripper Circle, Sanford, Fl 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.264 in/ 1 00ft 1333 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0170 in H2O 0.264 in/100ft 1333 cfm 129 ft I Supply Branch Detail Table I Name Design Btuh) Htg cfm Cig cfm) Design FR Diarn in) H x W in) Duct Mall Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bdrm 2 c 2546 100 113 0.323 6.0 Ox 0 VlFx 20.2 85,0 SO bdrm 3 c 1832 54 81 0.344 6.0 Ox 0 VlFx 13,9 85.0 stl b1h 2 h 388 22 15 0.337 4.0 Ox 0 VlFx 15.8 85.0 SO dining h 2500 143 122 0.264 7.0 Ox 0 VlFx 33.6 95.0 st2 family h 5336 305 280 0,291 9.0 Ox 0 VlFx 21.7 95.0 st2 kitchen h 2191 125 118 0,283 6.0 Ox 0 VlFx 25.2 95.0 st2 mstr bin h 1530 88 64 0,271 6.0 Ox 0 VlFx 25.4 100.0 st3 m$tr rm C 4806 177 213 0,272 8.0 Ox 0 VlFx 25.1 100.0 st3 111str We h 217 12 7 0.276 4.0 Ox 0 VlFx 23.4 100.0 st3 mstr Wic h 788 45 29 0,264 4.0 Ox 0 VlFx 28.7 100.0 st3 pwdr h 1303 75 33 0,277 5.0 Ox 0 VlFx 27.9 95.0 st2 re(reatibdrm 4 c 2446 89 108 0.350 6,0 OX0 VlFx 12.2 85.0 SO retrea(Ibdrm 4-A c 2446 89 108 0.327 6.0 Ox 0 VlFx 19.1 85.0 SO Wil c 912 1 8 1 40 1 0.271 1 4.0 Ox 0 VlFx 25.3 100.0 1 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR f pm) in) in) Material Trunk SO Peak AVF 685 780 0.264 559 16.0 0 x 0 VinlFlx st3 Peak AVF 330 354 0,264 649 10.0 0 x 0 VinlFlx stl st2 Peak AVF 648 1 553 1 0.264 1 606 1 14.0 1 0 x 0 VinlFlx wrightsoft, Right-SuiteO Universal 2018 18.013 RSU24011 Z6N ... 4Rea'ganPointe74138NtLotl4ReaganPointe74136N.rup Calc = MJ8 (aces: SE 2018- Jul-02 15:18 12 Page I Name Grille Size (in) Htg cfm) CIg cfm) TEL ft) Design FIR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 1333 1333 0 0 0 0 Ox 0 VlFx wrightsoft- 2018-Jul-02 15 18 12 Right-SuiteO Universal 2018 18.0, 13 RSU24011 Page 2 ACrA .,.4ReaganPointe7413BN1Lot14ReaganPointe7413BN.rup Calc = MJ8 (aces: SE 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot14ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2898 Gripper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material, requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic 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/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier, Rim joists shall be insulated, Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind nip4po gnd wiring 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 fi[e spriokler cover olates a0d walls Qr ceilings - a. In addition, inspection of log walls shall be in accordance with the provisions of IGG-400. 7/2/2018 3:13 PM EnergyGauge 00 USA - FlaRes20117 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 7/2/2018 3:13:16 PM EnergyGaugeO - USRCSB v6.0 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: Lot14ReaganPointe7413BN Builder Name: David Weekley Homes Street: 2898 Gripper Circle Permit Office: City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Cond . Floor Area,: I 2022 sq,ft. Cond. Volume: 18400 cu ft. I 11402.4,11.2 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 I 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 re eMents in accordance with Section 024.12 A SIGNATURE: k PRINTED NAME:, T. DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 1 05(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: ItE S7, 0 Alt - 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes20117 - Section R405.4,11 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato!j Requirements for Residential Performance, PrescriEtive and ERI Methods IADDRESS: 2898 Gripper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory),The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5, R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402,41.2. 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 leakageWindows, 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/ WDIVIA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/2/2018 3:13 PIVI EnergyGauge USA - FlaRes20117 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402*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 R403.11 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 C403292 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 R403,33. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope, 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 WC) 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 R403,51.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1,2, Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible, R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/1 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 R403,13. 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. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 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 MAXIMUN 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 An For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 7/2/2018 3:13 PM EnergyGauge<g) USA - FlaRes20117 - FBG 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 4037, 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. 11403.7,11.2,11 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized, R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the JECC—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, R403.10A Gas• and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/2/2018 3:13 PM EnergyGaugeD USA - FIaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.%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 (Manclator%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. 7/2/2018 3:13 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BL R MIN 2 FROM WAL MIA; 3bath duct to roof cap w/ fan tJlN1 ' fit<- Nutone 696RNB SJPER 3,5 ton ./Sk. R40v IPh4 Ktl FAMILY ( 19.13 pion 7' KITCHEN n/ a=ba BEDRhd2 BEDPM4 HONEYWELL E ZONE j AT 1 , DAMPER SYSTEM j G i . HZMK 1Ax6 1.cd i ARD16T2 ll5 IAx1A r 19 xb i.ca w Q ARDI4TZ " 4 040 rap 12' xi2' 26A i > DATS C7735A 3000 +-- `wi 4.1 34x9 1... O 6 I1 a `+ - (' i }1' — DA' 10x1A rag T ` 9' _ T• H6320U2D08DAG $ L T, S' hM 40va trans BF_DRM3 24x18 y } Q Q yc e z> 10.6 1 ctl 6' i16 R ENTRY xiw.0 r ,: — 12 6' cuss de vmranwa a.r .i » to -- t alr toDo eayss CQ Q) L+ or.ati aop Tn ,-+ O (X} 35 act prowkie a/c a+«ct chose {U (U O 10' 11.1 ., (13 35 ''4 4' ar auct -- q - i c ILl 2 CAR - HDNEYVELL YB750 FRESH to yf cap 40 Sbx1b rop F- 3" bath duct AIR VENTILATION SYSTEM 1. - - - Q o (1J ARAE ./tlryer ve++t box 6x4 1 s to Wa{I cap 1 !. 6' SNAPLOCK, FLE%ABLE METAL PIPE, li 8x4 7+, a -3c i - i3 OR FLEx w/fan 696RNB = 1 Transfer ducts/grilles li _ 4' i 4' r s:. e,.x 4 " sized to cor pi7ance with _ 1 Florida Residentlat Bullding INSULATE v/ 1_5 IN x Cade - M1602.4 Balanced DUCT WRAP WALL CAP __ $4RPEAl Sbxl wg jReturn Air, exceptions 1 1-3. Buitder must gCIT N ry i - provSde0cFDRAG 8I50 GRESN AIR DAMPER unrestricted1inch1 al undercut on doors to 31 1 nnb,table rooms. both duct B R , 1 OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAPtO roof Cap Sb5 ctl ]hx8l.ctl w/fan 1 Nutone 696RNB O S G) 0 n 3 C) v CU SECOND FLOOR OI \ d L d V O a, Ga 1 _ j oi C) LL Rating z o } vlm In z In ow 3 al-mt-- a 5 J O Z) Q iz Must have a rkNAuw clearance of 4 inches around the a4' hondter per the State Energy code. All duct has an r=6 Insulation value. m a- J (n 0 o Rfl"'C'011(11) clop L113 I-.- aw Spegalplumbing.corn LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 M n, PLOT PLAN LEGAL DESCRIPTION: LOT 14, 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 Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) 2898 DIPPER CIRCLE, SANFORD, FL 32773 Area Calculations A 2898 Cippexr Circle lI Pep Boys Auto Service & Fire .. AE DS 2898 GIPPFR CIRCLE, SANFORD, FLORIDA 32773 This is NOT a Boundary Survey SB = Set Backs, as shown hereon are from the lot specific site plan as provided by the client S 40051'28" W 40.00'(P) L2 S 40051'2 " W 1 .4 ' P G r h sQ19a 0 t shown on plan. 5-1- Qn all Q IV oc G0 a se0 Total Lot Area= 3,200 sq ft (100%) Impervious Area in Square Feet: Total House Foot Print = Total Porch and Deck/Lanai = Total Driveways = Total Walkways = Total A/C Pads = Elevations are based on civil grading plans. Lot is Type "A" Grading Plan UE - Utility Easement a 0. Se boGam %.O doh d9 . e 1, 197 sq ft(37%) 84 sq ft (03%) 320 sq ft (10%) 43 sq ft (01 %) 16 sq ft (0.5%) QUO Proposed Elevation Field Date: nrztrzoid Date Completed: 0,1, 27n8 Drawn By: G, S, File Number:IS-48981 PP Legend- C calculated PC Polnt or Co —tor. Cenirullne P9. Paga B concreta Block PI Polar of InteisecYion CM Goncrate Monument P.O-B. Point raf Beginning Canc. con -r to P.Ol _ Point oa t.ine ITDes/ i dlr n PP - F'< oral Prate UE Urawage Lasament PRbt - Permanent Hormones Lsmt. Lase ont Manumitot k C.M.A. - 1-ederal Lmargency PI - Point of 1 an9 cy Managenront Age<y R - Radius FFL Flnishod Naar Llevation Had Radial F nd- Found R&C Retw & Cap iP Iron Pit)e Rea Rer;<)vered L Length (Arc) Rfd. - Roofed M Measured Set - Sot Ix", Better & N& U Nail & Disk Rat)ar Cap "LB 7623" N- R. Non -Radial I yp. I ypic.ei ORB Official R.rxds Book UE Utility Easel: om P Plat WM water Hater P. B. Plat Book a Ualta (Central Angie) 0- Wood Fe ,:0 O- - Chem Llrk Fat" r© ooce i f Q O- o Go mA U k go' V' G` Q W E S Na Es S. Y a, d U C. Leg t0 Pt or 1 ppred byct Abuttr, gr opertiesO_l.. Ave NOT b<c R..-r<hedto, Gps.Omdapsa dsol I1,iw . Suixjec t to any Easements and/or Restrictions or Reco..I 6 9Lw:+ t on A. d tiawd,pon th. L,, D--d w11,a-68". 6 Id gT, eNOT 1. b dt cV p lyL es. r '..O i l NOT 1. .d. R )(O- t g Ud.-jro 1Ot,bi -d/o,F U': to NOT I .an load U/NI.ESS the --noted S,P, T-k-,dio, Dra,rhOdl t,. li ,«mate - dMUST b,-0-1 by p! I , Uti yL ' t c p U IIt , 1 Cyf I po tl t t. d d Wtt tW tt V ( L M11 be t t/ S I H k 'd Wirl tL. be y 1 S y N tt )N hall qe Co w- d to 9— ANY RIgh[ re, efts t, Anyone O0h oar,r, s C-4,,d. NUlli' tiNaLRCS1 PROPOSED DRIVEWAY GVE R ,GUI11 E ASEW:N I Ir DocuSigned by, tnl l& k (YLuvj 810ED63FCAE64EB._ Graphic Scale t . _-u...... 10, 20' 410' Scale: 1 "= 20' Ir( ty Corary 1101I'll, a i?y - - y olkh b) L) o0c Y all T urnandCtr'< 1 ,tt thc. B a4t oft , h ltwl tge and Bt lk f - t x mtly S,t ycxi under try 01r 11 , on the Late Shown, Based an Intomtaaon I llshed to Ma as Noted and Conforms to the Standards of Praotloo for Land Surveying In the State of 1"I0110a Ac acaxdaXe with Chanter 5d-17.052 Florida Adlhlohitradvp Codce. P Sd l IQ., 'CLIOI 47i 27 F1111da Sillule5. FOR THF StateFIRMPatrick K. Irelan aks.PS "6637 LB 7623 This Survey is intended QRU Y,„fpv#* use of Said Certified Parties, ThisStore NOT VALID UNt E.SL ` ald Einbossed ±tt Surge is Seal. Ireland & Asscctates Sunxe ng, Inc. 1301 S- International Parkway Suite 2001 Lake Mary, Florida 32746 www-i rela n d s u Iveying.com Office-407. 678.3366 Fax-407.320.8165 , RFCORD 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 0100,111-7111-1-, Model 7413 Contractor David Weekley Homes Subdivision Reaaan's Point CountySeminole------,- # 1 8 8 8 City ____ ---Sanford--, James Lanier EC 0002989 Office # 407-933-7771 City of Sanford Buildand Fire Preventi ingo n Product Approval Specffi_q4!on Form Permit # Project Location Address M 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.floridabuiidino.ora. 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 PR 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 1 Double Hung Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson i Extruded PVC Picture Window I 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 i Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265,1 R-2 Storefronts i Curtain Walls A Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits j FL 12194 R-i 4. Rooffinq Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-RI5 laminated, 5-tab and hip/ridge I asphalt shingles Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners i Nonstructural Metal Roofing Wood Shakes and Shingles i Roofing tiles Roofing Insulation Waterproofing June 2014 4W 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 1 Florida Approval # Description (include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates MiTek i MT20 FL# 2197-RS Engineered Lumber I 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 11 Wall Prefab Sheds Other 8, New Exterior Envelope Products Applicant's Signature Applicant's Name —Tracy Wiggers— Please Print) June 20 14 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw,com Customer- Accu-Span Truss Company Jab Number 21306 JobDescription: 7413 - 6 (S.Family) /7413 - B (S.Family) -DAVID WEEKLY Address: Lot 14 Reagan Point City, State, Zip: SANFORD, FL 32773 Name: Address: Address and License # of Structural EOR if one exists for the building: License#: State" City, State, Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.01.1114.21 JRef#: 1Wc84080001 Wind Standard: ASCE 7-10 Wind Speed (mph): 139 Roof Load (pso: 20.00- 7,00- 0.00- Floor Load (pst): None 10.00 This package contains a job notes page, 42 truss drawings and 3 details Item Seal # Truss Item Seal 1 180.18.0533.50119 Al 2 180.18.0533.50151 3 180.18.0533.49510 A3 4 180.18.0533.49045 5 180.18.0533,49465 A5 6 180.18,0533,50339 7 180.18.0533.49200 B1 8 180,18.0533,49464 9 180.18,0533.49683 B2 10 180.18.0533.49058 11 180.18.0533.49838 B4 12 180,18,0533,50196 13 180.18,0533,49198 B6 14 180,18.0533.49713 15 18018.0533.49729 B8 16 180,18.0533.49495 17 180A8.0533.50135 F02 18 180,18.0533.49260 19 180.18.0533.49511 F03A 20 180.18,0533.50136 21 180A&0533.50369 F05 22 180.18.053150338 23 180,18.1519.15050 F06 24 180.18.0533.48981 25 180,18.0533.49230 F08 26 180.18.0533.49636 27 180.18.0533.49246 F10 28 11180,18,0533.49027 29 180.18.0533.50166 IF12 30 1180,18,0533,50353 31 180,18.0533,49182 !EJ3 32 1180,18.0533.49417 33 180.18,0533.49059 JEJ5A 34 1180.18,0533,49697 35 1180,18.0533.49012 !EJ7A 36 1180.18.0533,49822 06,29 2018 russ I A 7 11 G 1 J5 J 7 AT E 011F aia This document has been elactohically signed and seated using a Digital Signature, Printed copies without sm original signature must be rdied using the original electronic Florida Certificate of Product Approval #FL 1999 Printed 6/29/2018 3:25:29 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 t Orlando, FL 32837 ALPINE Phone: lbnei 8c0o0m755 6001 Site Information: Customer: Accu-Span Truss Company 1 Job Number: 21306 JobDescription: 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Address: Lot 14 Reagan Point City, State, Zip: SANFORD. FL 32773 Item Seal # Truss 37 180,18,0533,49292 CJ1 I 39 180,18.0533,49652 CJ5 I 41 180,18.0533,48966 HJ5 Item Seal # Truss 38 18Q.18.0533.49449 CJ3 40 180,18,0533.49651 HJ3 42 180.18.0533.50228 HJ7 V fY Mtl a^ a AT E as N' L This document has been electronically signed and seated using a Digital Signature, Printed Copies without an original signature must to 061 2t):'2tl i 8 " rifled using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 6/29/2018 3:25:30 PM Job Number: 21306 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Truss Label: Al T6"12 7'6"12 1'4_ 10, 10' Loading Criteria (psf) Wind Criteria TCLL: 20A0 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Ply. 1 - Qty 2 19 22`5"4 7'5 4 -- ` r T6'4 1114XX6 30' 20' SEQN: 562208 / T5 / COMN Cust RR408 JRef: lWc84080001 FROM: CH DrwNo: 180.18,0533.50119 KM / BAF 0612912018 30' T6" 12 10 1 4" Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA CL NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 B 1306 / 144 / 637 / - / 180 (4.0 Lu: NA Cs: NA VERT(TL): 0,245 H 999 240 F 1307 / 144 / 637 (- / - / 4.0 Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS HORZ(TL): 0.063 H B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.474 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.955 Rep Factors Used: Yes Max Web CSI: 0.289 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. Camp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 455 -2182 D - E 468 -1968 C - D 468 -1967 E - F 455 - 2184 q R TE 4VF mod .....}}}} I wtuttlttuutt+'i° 06/29/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - 1 1878 - 299 H - F 1879 - 320 I - 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 q 1lre extreme care in fabricating, handling,shipping, installin and bracing.. Refer to and follow the latest edition of BCSI (Buildingt5fetyInformation, bVV TPI and SBCA) safety practices p7ior to performing these functions. Installers shall provide te9porary BSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall hav a properly lid ceding Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BC I sections B3, 7 or 610, SIQ Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 6 _Z for standard plate positions. a division of It i i orrorr acceptance any structure his drawing an failure to build theonthisdrawls,g or Gover paagge , ie les n In The suitabllrty nnirw cournnr 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Truss Label: A2 6' 10"8 Ply: 1 SEQN: 562209 / T40 ( HIPS Cust RR408 JRef: 1Wc84080001 Qty: 2 FROM: CH OrwNo: 180,18.0533,50151 KM t OF 06/29/2018 13' 17, T- 6.1.$"_.._ 4- 4OX6 N4 6'1"8 6110"8 T 19'6"12 30, 1'4" 6'9"4 67'12 4' 6'2"12 6'9"4 1'4" 674 17 -F 13' -- i— , i ---- 23' 1 z — -h 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 TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.115 J 999 240 B 1280 / 146 / 641 / - / 160 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 J 999 240 G 1280 / 146 / 641 ! - /- / 4D BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.041 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ TL 0.092 D B Min Br Width Re 1.59q = NCBCLL: 10.00 Mean Height: 22.99 It Code / III Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.413 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.547 Members not listed have forces less than 375# S acin 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.597 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1114.21 B - C 503 -2154 E - F 446 -1644 Lumber Top chord 2x4 SP #2 Dense :T4, T5 20 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 20 SP #3 Loading Truss passed check for 20 psf additional bottom chard live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. WARNING"" READ AND f IMPORTANT"" FURNISH THIS DRAWI require extreme care in fabricating, handling Tent Safety Information, byy TPI and SBCA) fbr SidBGSL, Unless noted otherwise,top chord si d riggid ceilingq Locations shown for ermanent cabl ARRp1y plates to each face. ofptruss andIs16, A-Z for standard plate positions. a division of ITW Building Components Group conformance with ANSI/ f PI 1, or for handling thisIrawing indicates acceptance of prof Ie o this cawing for any structure is e I nfn fia — IN, inh'c nanaral n to nanv .and th— w C - D 446 -1644 F - G 503 - 2155 D - E 430 -1396 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Ten,, . Comp. B - L 1858 - 346 J - 1 1856 - 371 L - K 1855 - 347 1 - G 1859 - 371 K - J 1396 - 207 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 188 - 597 E - J 431 - 74 D - K 429 - 73 J - F 188 - 600 tE fl 278 fsfj! s nrtnuturtwt;°`°`` 06/29/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS I, installing.and bracing.. Refer to and follow the latest edition of SCSI (Building radices prior to performing these functions. Installers shall provide temporary properly attached structural sheathing and bottom hord shall have a progenyrestraintofwebsshallhavebracingqinstalledperBCgSIsections83, 67 or 1310, as shown above and on the Join Details, unless noted otherwise. Refer to 11 not be responsible for any deviation from this drawing,any failure to build the I , installation and bracing of,trussesA seal on this drawing or cover pa e , r engineeringg responsibility solely or the des'gn hewn. The sui abutabilityoftheBuildingDesigrierperANSI/TPI 1 Seca. tY ALPINE w alpineaw.com: TPI, www.tpinstora, SBCA: w sbdndust!y com. ICC www.iccsaf nn,rH 0.nwanr 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 21306 Ply: 1 SEQN: 562210 / T44 / HIPS Gust RR408 JRef: i Wc84080001 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Qty: 2 FROM: CH DrwNo 180,18.0533.49510 Truss Label: A3 i SN / DF 06/29/2018 5'9"4 5'9"4 8.3„ 8'3" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: II B Des Ld: 37.00 Mean Height: 22.49 ttMeaNCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 11' 5' 2" 12 19 8' 5X6 = 5X6 D E 6. 9" 15, 30' 6, 9,. 21, 9„ 24' 2"12 30' 57' 12 5'9"4 B' 3" 1'4" 30' Snow Criteria (Pg,Pf in PSF) ' Dil i Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/dell L/# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.085 J 999 240 B 1215 / 148 1642 1- / 139 14.0 Lu: NA Cs: NA VERT(TL): 0.232 J 999 240 G 1215 1148 / 642 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.035 1 - Wind reactions based on MWFRS HORZ( TL): 0,066 1 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.690 Bearings B & G are a rigid surface. TPI Sid: 2014 Max BC CSC 0,695 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,158 Maximum Top Chord Farces Per Ply (Ibs) FTIRT: 20(0)/10(0) Chords Tens.Comp Chords Tens, Comp Plate Type(s): WAVE iVIEW Ver 17.02.01A.1114.21 B - C 535 -2019 E - F 523 -1825 C - D 524 -1825 F - G 534 - 2019 D - E 464 -1464 a7 A 0 El I A VAtE OF t O OR\# • V ' b A v 40 278'{r 6+YA V Maximum Bot Chord Forces Per Ply (lbs) 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 - 1 415 -74 00291/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reg ire extreme care in fabncatinq, handlinct shipping installing.and brat Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation, bVv TPI and SBCA) fbf safety practices prior to perflorining these functions. Installers shall provide terhporar bracin per BGSt., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progo y attach d ngid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or 8610, as applicable. ARpTy platas to each face, o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z or stantlard plate positions. Alpine, a division of !TW Bi ilding CCompon nts Group Inc. shall not be responsiple for any deviation from this dr wing an failure to build the truss in cgnf rmance with ANSIITP1 1, or or handlin shipping, instpllahon and bracing of,trussesA gal on th s drBwi N or cover page listingthis ?swing indicates accgutance of prd esslonq ngmgerin i respor ihty solely for tthQ des'ian shovTn. The su3l bility, and use of this yawing or any structure is the responsibI ity o the Building Designer per ANSlrrpi 1 Sec,2. x+ ir«,r,uvnm ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B IS Family) /7413 - 6 (S.Family) -DAVID WEEKLY Truss Label: A4 4'9"4 4'9"4 4'2"l 2 Ply: I SEQN: 562211 1 T9 t HIPS Cust: RR408 JRef: lWc84080001 Qty: 2 FROM: CH OrwNo: 180.18.0533.49045 SN I OF 0612912018 15 21' 25712 30' 4'2" 12 4'9"4 5X6 III 2X4 5X6 0 E F 6'_ 15' 30, 61 21' 30, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,n PSF} Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw I Rh I 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 1. / - /4,0 BCDL:-10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 J - - Wind reactions based on MWFRS Des Ld: 37.00 , — EXP: B HORZ(TL): 0,070 J B Min Brg Width Rs = 1 5 NCBCLL: 10.00 Mean Heighti 21,99 It Code I Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 15 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0346 1 Bearings B & H are a rigid surface. BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.750 Spacing: 24.0 C&C Dist a 3 00 If Rep Factors Used: Yes Max Web CSI: 0, 149 1 Members not listed have forces less than 375# I Maximum Top Chord Forces Per Ply (Ibs) Loc. from encl all: not in 9,00 It FT/RT:20(0)/10(0) I Chords Tens.Comp. Chords Tens. -Comp, GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.0( IA1 1 1 1 21 5 - 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 Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 Chords Tens.Comp.--Chords Tens, _Comp.__ Wind B - L 1772 -420 K-J 1566 -333 Wind loads based on MWFRS with additional C&C L-K 1566 -309 J - H 1772 -444 member design. W _. 6( §;, I ATE 0 ftO 278 NA. 06/29/20 18 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatino,,hgridlrg,,h,p,,,n,,'nstalling and braciny. Refer to and follow the latest edition of SCSI (BuildingentfetyInformation, by an S CA) ractices prior to performing these functions. Installeshall provide temporary perBin. Unless noted o herwise.top chord shall nave properly attached structural sheathingand bott C Nord shall hay n ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per(rc 91 sections B3, pro rigid I pg t" I- e'Fll'F cal) A plates to each face opitruss and position as shown above and on the Join Details, unless noted otherwise. IWA-Z for standard plate positions, 6 , , a division of ITW Buildin4 omponpnts Group Inc. shall not be responsible for any deviation from this drawing an afailure to build the conformancewithANSI11. or for hapd[in%shippin?, installation al bracing of trussesA eal on this dr wi g or cover, 1 bjli solely or the Ve.C shown. The 44'.8bility thisdrawingindicatesacceptanceorprossionaglongrngu ?I ie o? this drawing or any structures fhe responsibility of is I'lodInpo"Ne 4 ITP I g _ . infannation see this iob's cieneral notes Pane and these wet) sites ALPINE wwwslpineitw. Got" TPI w tpinSt orQ, SBCA w stiondostry cont. ICC v ,ccsafi KIM-- m 13723 Riverporl Drive Suite 200 Maryland Heights, MO 630< Job Number: 21306 Ply 1 SEQN: 562234 / T16 / HIPS Cust: RR408 JRef: 1Wc84080001 7413 - B (S.Family) /7413 - B (S.Family) -DAVID WEEKLY Qty. 1 FROM: CH DrwNo: 180.18.0533.49465 Truss Label; A5 SN I DF 06/29/2018 7' 23' 30' 5X6 3X4 6X6 G D E 12 Tl 4X4(C8) III 3X8 W6 7 B F 63 H G K AIX6(Al) v 2X4 7X8 7X8 4X10 1*4" 4'2"8 6'9"8 6'9"8 47'8 1'4" 8_ 7 19, 2598 30'4Loading Criteria (psf) Wind Criteria Snow Criteria (Pq,Pf in PSF i Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE7_10 NA Ct, NA CAT: NA PIP Deflection in loc L/defl L/# Loc - R /U - 1Rw /Rh IRL W TCDL: 7.00 Speed: 139 mph I Pf: NA Ce: NA VERT(LL): 0,185 D 999 240 L 1492 /324 1 - 4.0 6CLL: 0,00 Enclosure: Closed 1 1Lu, NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 /540 4,0 BCDL: 10,00 Risk Category 11 Snow Duration: NA HORZ,LL): 0,050 H - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ(TL): 0.093 H L Min Br g Width Re = 1.8 NCBCLL: 10,00 Mean Height: 2 1.49 It Code I Misc Criteria Creep Factor 2.0 F Min Erg Width Req = 3.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,773 Bearings L & F are a rigid surface. Load Duration: 1.25 BCOL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,715 Members not listed have forces less than 375# Spacing: 24.0 D 3 00 If C&C ( Dist Rep Factors Used: Yes Max Web CSC 0,533 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endw.Il: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp, GCpi: Q.18 Plate Type(s): Wind Duration: WA2.01A.1114.21 WAVE VIEWVer: 17.0 B - C 530 -2708 D - E 652 -3690 C-D 563 -3042 E - F 964 -5816 Lumber Top chord 2x4 SP #1 Dense :Tl 2x4 SP 92 Dense: Maximum Bot Chord Forces Per Ply (Ilbs) Bat chord 2x6 SP #2 :B3 2x6 SP SS: Chords Tens.Comp. Chords Tens, Comp. Webs 20SP #3:W6 2x4 SP #2 Dense: Lt Wedge 2x4 SP #31:Rt Wedge 2x4 SP #1 B-K 2367 -448 1 - H 3513 -649 K - J 2268 -4T7 H-F 5158 -840 Special Loads i - 1 3636 -740 Lumber Dur- Fac.=1,25 Plate Dur.Fac.=1.25) TC: From 56 pif at TC: From 28 pif at 1 .33 to 56 Of at 25.73 25.73 to 28 pit at 26.94 Maximum Web Forces Per Ply (III TC: From 56 pit at 26,94 to 56 pif at 31.33 Webs Tens.Comp, Webs Tens, Comp, BC: From 4 plf at 1.33 to 4 pif at 0.00 C-i 1023 -114 1 - E 579 -4 BC: From 20 pit at 0.00 to 20 plf at 25.73 J-D 234 -787 E - H 2622 -305 BC: From 10 pit at 25.73 to 10 plf at 26.94 BC: From 20 pit at 26.94 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 pit at 31.33 BC: 1813 lb Conc. Load at 25.73 BC: 309 lb Conc. Load at 26.94 Wind NN Wind loadsandreactionsbasedonMWFRS. T E 00 278 N A 06,29/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuireextre e carein fabricating, han in I in "installing and bracing. Refer to and follow the latest edition of BCSI (Building t 3 Component gi, Information, I an isa ctic s poor to perfo Ing these functions. Installers shall provide tempora bracing per V n 6 91, Unless n o he I p chord shall v rIx attached structural sheathin and bottom ghord shall have a pro y attach rigid ceiling . cation shownlsfoer rmanent lateral restraint I webs shall have brjaginNinsilalsledper BC of sections B3, 67 or 10, 11111111611*1 Details, 10 asapplicable. -Ayplatestoeachfaceotrussandpositionasshownaboveandontheunlessnotedotherwise. Refer to drawing 1 Z for standard plate positions, AL-R-INE Alpine, a division of ITW BXildilComponrnts Group Inc. shall not be responsible for any deviation from this drawintan u failure tobuild the n con rmapcewithNSIPIIororhandling, shippin?, instpllation and bracing of truss eal on this dr wi or cover p truss rawing, Windiacceitince, of professional engineering respons bill so ely or tNe Vesgan aho n. The sui Iblility I i .7's A 13723 Riverport Drive listing this cales this I u 4 and use 0rawngforanystructureiseresponsibilityofthe Wilding Desig%i r per ANSI P I c. Suite 200 For more-nfonnalion sPe this lob's general notes page and these web sles ALPINE- www alRine tw cem TPP www [pinst om SBCA www sbcindusW gym- ICC www iccsafp orej_ Maryland Heights, MO 63042 Job Number: 21306 7413 - B (S.Fannily) 17413 - B (S.Family) -DAVID WEEKLY Truss Label: A5A I r 6' 610"4 610"4 I I'l 1"7 17'10"13 4117 Ply 1 SEQN: 562231 1 TIO / HIPS Cost: RR408 JRef: lWc84080001 Qty: I FROM: CH DrwNo: 180,18.0533.50339 KM / DF 06129/2018 23' 51'*3 6XI3 III 2X4 3X4 - 6x6 C D T2 E F 30* 5'1"3 5 1111"7 1875 41 l"7 iil-_12 29' 30' T 6*10"4 w 1'4' 30 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) I Defil/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pq: NA Ct: NA CAT: NA I PP Deflection in (oc L/defl L/# Loc R I 1Rw /Rh /RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,275 0 999 240 B 2811 /678 1 - 4.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,743 0 700 240 G 2811 / 678 1 - 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 1 - Wind reactions based on MWFRS Des Lif—i-7 0-0 EXP: 6 HORZ(TL): 0.128 1 8 Min Brg Width Re = 33 NCBCLL: 10.00 Mean Height: 21.49 It Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 3.3 Soffit: 2 00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.793 Bearings 6 & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSC 0,604 Max Web CSI: 0,745 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Chords Tens.Comp. Chords Tens. Comp. GCpj: 0.18 Plate Type(s): Wind Duration: 1,60 WAVE, HS VIEW Ver: 17.02,01A.1 114.21 B - C 1337 -5610 E-F 1555 -6510 C-D 1567 -6546 F-G 1337 -5606 Lumber D-E 1566 -6544 Top chord 2x4 SP #1 Dense:T2 2x6 SP #2: But chord 2x6 SP SS Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs} Chords Tens,Comp. Chords Tens, Comp. Special Loads B - L 4%2 -1166 J - 1 4931 -1167 Lumber Dur,Fac,=1,25 Plate Dur.Fac.=1.25) L - K 4934 -1168 I-G 4958 -1166 TC: From 56 plf at 1.33to 56pif at 7.00 K-J 6566 -1580 TC: From 28 pif at 7.00 to 28 plf at 23-00 TC: From 56 plf at 23.00 to 56 plf at 3133 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 pif at 7.03 to 10 pit at 22.97 BC: From 20 plf at 22,97 to 20 pit at 30.00 BC: From 4 plf at 30.00 to 4 pif at 31.33 TC: 384 lb Conc. Load at 7,03,22.97 TC: 169 lb Conc. Load at 9,06,11.06,13.06,15.00 16. 94,18.94,20.94 BC: 478 lb Conic. 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. WARNING** READ AND IMPORTANT** FURNISH THIS DRAY truss 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 S 004- .. 0 TAT C F 0 27;'_`%,1 06/ 291,'2018 OW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS Pin Installing and bragg. Refer to ?nd follow the latest edition of SCSI (Building ly0radicespriortopeormingtheseunctions. Installers sh rXilgIvide temporahave properl attached structural sheathing nc, 'all have a proge5r, ral restraintfwebsshallhavebracinginstalledperSCSIsections83B7or10ytionas shown above and on the JointDetaits, unless noted otherwise. Refer to Alpine, a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drawinj,an t If . g, failure to build the truss Inc9normapce1, or for handling, shipping, installation and bracing of trussesA real on this dr wl g or cove, I, Clistingthisirrins, indicates acceptance of pro essiona engineering responsibility solely or %Ves Sp2tility I design and use o? t is rawing for any structure is the responsibility of the Building Desig%r per ANSI I nhown. The For more information see this lob's cienerat notes mme and these web sites ALPINE wwwalpmeawcom.TPI wwwtpinstorq.S8CA wwwsbcmdus"i;omICC wwwimsaf Wv111~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - B (S.Family) 17413 Truss Label: Bl Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Lci. 37.06 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " B IS Family) -DAVID WEEKLY 6'5"4 a-_4 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h12 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 Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers I 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. Ply 1 1 SEQN 562212 / T29 Qty 3 1 FROM. CH 12110" 197' 12 6;-Cl -_W4 1 1 Snow Criteria (Pg.Pf In PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE m4X4D 25,81, 15,10" Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.064 H 999 240 VERT(TL): 0.166 H 999 240 HORZ(LL): 0.027 G - - HORZ(TL): 0,048 G Creep Factor: 2.0 Max TC CSI: 0,386 Max BC CSI: 0.748 Max Web CSI: 0.193 VIEW Ver: 17.02.01A,l 114.21 ak TE 0 t0R\V#X* ffff S78ftO2 ONAOr4oll Cust: RR408 JRef 1Wc84080001 DrwNo. 180.18.0533.49200 SN I DF 0612912018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 1099 1126 / 555 /147 14.0 F 1013 /107 /497 /- /_ Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = - Bearing 6 is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens, Comp. B-C 408 -1746 D-E 398 -1485 C-D 375 -1476 E - F 430 -1759 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp, 6 - H 1 504 -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 OW29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses extreme care in fabricating, I installing and bracing. Refer to and follow the latest editi?n of BCSI (Building Compi n performing these unctions. Installers shahprovide tempora per BSI. Unless ngted structural sheathing and bottom ghord shall havigla properly bracingc" installed 7 or 10 ttachhavebracings. ailed per BC I sections B3 as PpI on the JoinpDetails, unless noted otherwise, kefer to d'.", mg Alpine, a division of ITW BuildinA Componprits Group Inc. shall not be responsible for any deviation from this drawing an ufailure to build the PI1, or or handling i of trussTsA teal on this dr wi or over pa innlFrrmanciwith ANSI shippiny, installation and bracing t winhesuibiiitylistingthisindicatesacceptanceofdessionaengineeringponsbili solely or Mdes V, I , g re I an anduseothisrawingforanystructureIsAeresponsibilityoftheulldngDesigerperANS1nhon, ALPINE X`^", 13723 Riverporl Drive Suite 200 Maryland Heights, MO 630C Job Number: 21306 1 Ply: 1 7413 - B ($.Family)17413 - B (S.Family) -DAVID WEEKLY 1i Qty 1 Truss Label: 61A ! 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 " 4" 9'10" 91101, 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 it Loc. from endwail: 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. 4x40 25,8" 6' 15`70" SEQN: 562213 1 T1 / SPEC Gust: RR408 JRef: 1Wc84080001 FROM CH DrwNo 180.18,0533,49464 SN / DF 06/2912018 19'2"12 6'4"12 Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# 26'8" 6'S"4 2a 8" Maximum Reactions (ibs) Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.056 H 999 240 ' B 1054 / 126 1554 / - / 147 / 4.0 Lu: NA Cs: NA VERT(TL): 0.154 H 999 240 F 968 1107 / 497 / - /- / 4.0 Snow Duration: NA HORZ(LL): 0.024 G Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,387 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.743 listed have farces less 375# Rep Factors Used: Yes Max Web CSI: 0.172 Members not than Maximum Top Chord Forces Per Ply (ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Camp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 407 -1641 D - E 396 -1377 C - D 375 -1370 E - F 429 -1651 4E Epp-tom^ k 9 . r' / b 40 27;""''Ak%.._IQfVA1- Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - H 1412 - 308 G - F 1424 - 310 H - G 967 -143 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. H - D 446 - 95 D - G 450 -103 06,29,2018 WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 4 lire extreme care in fa br eating, handling shippin installing, and bracin Refer to and follow the latest edition of BCSI (BuildingtsaEeryInformation, byY TPi and SBCA) fbF safetyractices prior to perfatming these fuuncnans. Installers shall provido temporarryY BGa51, Unless noted otherwrse,top chord shall have properlyY attached structural sheathingq and bottom hord shall havq a pro efly A. ceilmq. Locations shown for rmanent lateral restraint of webs shall have bracing inslailed per BC I sections 83, 67 or 10, le. Apply plates to each face, ofptrruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z far standard plate positrons. a division of I 1,ortor n acceptance any structure failure to build the n r c`fhesuaitability w IrN cI urwr 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 21306 7413 - B (S,Family) /7413 - B (S,Family) -DAVID WEEKLY Truss Label; 62 I Ply: I SEON 562214 / T18 / HIPS Cust: RR408 JRef: 1Wc84080001 Oty: I FROM: CH DrwNo: 180.18 0533,49683 SN / DF 06/2912018 2'4"7 5'2"2 11' 14'8" 19'2" 12 25'8" 65-4TIF71272191* 11 4 4X4 4X4 D E 25*8' 2'4"7 4'10"4 6'5'4 V4' 4- T7" 144"8 19 2-12. 258- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,n PSF) j DefI/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NAIL PP Deflection in loc L/defl U# Loc R /U -/Rw /Rh /RL 1W TCDL 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.246 C 999 240 A 975 /107 /510 /. /135 /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 C 655 240 G 1047 1127 / 556 1, / - 14,0 BCDL:_ 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.155 1 - - Wind reactions based on MWFRS 3— Des Ld: 7.00 EXP: 8 HORZ(TL): 0,290 1 A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 22.49 ft Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4,2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0783 Bearings A & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,730 Members not listed have forces less than 375# Spacing: 24,0 C&C Dist a: 100 ft Rep Factors Used: Yes Max Web CSI: 0,549 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 If Chords Tens.Comp. Chords Tens. Comp. GCpi: 01 LFT/RT:20(0)/10(0) PPlate Type(s): Wind Duration: 1. V WAVE rVIEW \he,. 1710Z01A.l 114,21 A-B 158 -425 D - E 439 -1354 B-C 691 -2639 E - F 448 -1559 Lumber C-D 543 -2022 F-G 437 -1665 Top chord 2x4 SP #2 Dense 71 2x6 SP SS Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. r.j TATE OF ftO 27;"Ne4,%,,' P/O*N n Maximum Sot Chord Forces Per Ply (Ibs) lbs) Chords Tens.Comp.Chords Tens.- Comp. B - M 2644 -603 1 - G 1425 -315 M_J 1314 -233 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 332 -1066 J-E 473 -107 M-D 698 -144 1 - 1 1442 -314 06!29,'2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fa catin0,,hgndI'n9,'hiQ falling and bracing. Refer to and follow the latest edition of SCSI (BuildingWentfetyInformation, b Y, IPIanSCA) "nl?'"s no, to perfbrrninrsafetyracticesI g these unctions. Installers shall pr7vide tempora' Sper Bin. Unless noted o herwi ejop chord shall have properl attached structural sheathingand bottom ghord shall have a proge yidceiliny. Locations shownlor ermanent lateral restraint I webs shall have bracin installed per BC I sections 83, B7 or 10, cal5 . Apply plates to each face oeltruss and position as shown above and on the Join?Details, unless noted otherwise, Refer toMA2forsIs16standardplatepositions. a division of ITW BuilditaComponrnts Group Inc. shall not be responsible for any deviation from this cIrr.,win waa, failure to build thecg9nformancewithANSIPI1, or or handlinj shippiny, instfilation and bracing of trussesA I th,., gdr wi r iy%iare bfIlty0 is Vno g, Ing, Inclicales, acceigitacnee ?f go ass on engineering responsibill solely th de n a ru ture a a I I c.jhieofrawingoranysIsresponsibilityofthe, uilding Desig er per ANSIfT 1—, ... 1- -'. --- not ",- - th... - -1, At PILAF . 1--- TPI w tn-t nm SAGA w cholldL),StN -T1 lcc -m_%af, ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 ply1 SEQN, 562215 / T2 / HIPS Cust: RR408 JReF lWc84080001 7413- 6 (S.Family)t7413-8 (S.Family) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 180.18.0533.49058 Truss Label: B3 SN / DF 06/2912018 T Loading Criteria (psf) TCLL: 20,00 TCDL: 7.00 BCLL1 0.00 BCDL: 10.00 DesLd. 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " 2* 4"7 511" 91 207' 25*8 2' 47 _i6 2'8"9 " W TFT64X8 4X6 0 E 25* 8" 2' 47 679 4'8 2 378 516" 1'4" 13' 8' '14'"12 2'4'7 2712, 164- 8 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.99 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C& C Dist a: 100 it Loc, from endwall: not in 9,00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense TI 2x6 SP SS: Sot 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. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). Snow Criteria (Pg,Pf,n PSF) I Defl/CS1 Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA J PIP Deflection in loc L/defl U# I Loc R / U tRw /Rh /RL--/W Pf: NA Ce: NA VERT(LL): 0.254 C 999 240 A 975 / 109 / 509 /115 4,0 Lu: NA Cs: NA VERT(TL): 0,697 C 635 240 G 1047 /129 /555 / - 14,0 Snow Duration: NA HORZ(LL): 0.163 1 Wind reactions based on MWFRS HORZ( TL): 0.305 1 A Min Brg Width Reg = 1.5 Code I Misc Criteria Creep Factor: 2.0 G Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TCCSI: 0.782 Bearings A & G are a rigid surface. TPI Sid: 2014 Max BC CSC 0.751 Rep Factors Used: Yes Max Web CSC 0.555 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): WAVE VIEW Ver. 17,02.01A.1114.21 A,B 163 -425 D-E 511 -1642 j B - C 691 -2566 E - F 526 -1838 C- D 509 -1819 F-G 463 -1688 ON 13 S ATE R> - 0 278 ONAk- 06/ 29/2018 1 Maximum Bet Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - 0 2557 -596 L - J 1568 -305 O- L 1591 -317 I-G 1448 -344 Maximum Web Forces Per Ply (lbs) Webs- Tens.Comp . .... Webs _-Tens. Comp.__ C- 0 308 -1035 J - E 502 -69 D- 0 491 -59 J - 1 1458 -338 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req re extreme care in fabricating,handling h installing and bracing. Refer to and follow the latest editt n of BCSI (Building Component fety Information, b M ' if I? TPIanSBCA) r sa epi'l9rctices phor to performing these functions. Installers shalt provide tempora bracingper8St. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom ghord shall have prrge5 attach2Tidceiliny. Locations shown for permanent lateral restraint f webs shall have bjagn Ralled per C I sections B3 toy asapplic, a. Appy vlatgs to each face of truss and position as shown above and on the eta s, unless noted otherwise. kefer to drawings 16OA-Z for s an ard plate positions. Apirip, a division of ITW Buildr u failure to build the CompongitsGroupInc. shall not be responsible for any deviation from this drrrintan truss in c(?nfF,%.nce with AN 11 P1 1 . or r handlinj shippin?, instrilation and bracini of trussesA teal on th s dr wing or over pa pelistingthisg, indicates acceptance 7f KOessiona an n? ling respons bill solely or th oNn. he sul ability flty0designPanduseothisrawingoranystructureseresponsibiMeBuildingDesig%er per ANSI/T I c. . For more information see this job's general notes page and these web sites ALPINE wwwalpineim corn, TPI wwwqxnst cim. SBCA w sbondustry wm. ICC www(Ccsa( ALPINE Zom"y 13723RiverportDrive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (SFamfly) 17413 - 8 (S.Family) -DAVID WEEKLY Truss Label: B4 2W'7 i44 i 511" F8;_9 2'47 779 Loading Criteria (rv) 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: 11 EXP: B Des Ld: 37.00 Mean Height: 22,16 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24,0 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Ply I City: 1 12'4" 14'5"1 Z 47' 2'8" 2'1"12 4X4 D 25'8' SEQN: 562216 1 T8 I SPEC I Gust RR408 JRef: IWc84080001 FROM: CH OrwNo. 180 18,0533,49838 SN / DF 06/2912018 4W' 478 144" TW4"8 25'8" 7' 7'3"8 25'8" Snow Criteria (P9,Pf in PSF) Def[1CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lcic R / U /Rw (Rh I RL / W Pf: NA Ce: NA VERT(LL): 0,275 C 999 240 A 975 /208 /,504 /121 /4.0 Lu: NA Cs: NA VERT(TL): 0,753 C 588 240 H 1047 / 240 1549 1 - 14.0 Snow Duration: NA HORZ(LL): 0.174 J - - Wind reactions based on MWFRS HORZ(TL): 0.326 J A Min Brq Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 H Min Brq Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings A & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0,760 Members not listed have forces less than 3759 Rep Factors Used: Yes Max Web CSI: 0.569 Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, Comp, Plate Type(s): WAVE VIEW Ver: 17,02.01A.1 114.21 A-B 185 -425 E - F 742 -2442 B - C 748 -2607 F-G 736 2418 C-D 509 -1718 G-H 482 1628 D-E 515 -1669 3M 0 278 06/2912018 Maximum Bot Chord Forces Per Ply 116s, Chords Tens.Comp. Chords Tens. Comp. B - N 2603 -627 J - H 1384 -343 N - K 2400 -595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. C-N 369 -1182 K - J 1360 -332 D-N 1252 -348 K-G 1215 -320 N - E 432 -1272 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fa catia h 'gindling. shipping, installing and bracing. Refer to Building 6 rn and follow the latest edition of SCSI gnentjefetyInformation, bj`VpI an S CA) r safety practices prior to performing these unctions, Installers shallrovide te poraryTerBSt. Unless noted o herwise,top chord have properl attached sructural sheathin andbottomchords aIIhjv , t a progenyrijidceiliny,. Locations shown for permanent lateral restraint f webs shallhave bracing installed per BCSI sections B 7 or 10 3icab e. A y ,Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. efer to js 160A-Z or standard plate positions. a division of ITW Build mponpnits Group Inc. shall not be responsible for any deviation from this drawing,ao failure to build the conformance with ANVI;+Pl 1. or (or handling, shippiny, installation and bracing of trussesA Val on this drawl g or War paqpethisrawing, indicates acceFtance of 6) ossiona engineering responsibili solely r Ir desan shoy0n. (a suit ability r 0aVthisrawingoranystructureisviaresponsibility Building Desig%er per ANSIARPI I c.2. F & 2 1Wh,= 13723 Riverport Drive Suite 200 Maryland Heights, MO 630< Job Number: 21306 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Truss Label: 85 2'4"7 575 _918" 2'4"7 2'9"15 4:5"11 Ply 1 Qty: 1 14'4" 114X6D SEQN: 562232 / T21 t SPEC Cust: RR408 JRef: IWc84080001 FROM: CH QrwNo: 180.18.0533.50196 KM / DF 06/29/2018 20'8" 258" 7X70 UISX4 2'4"7 2,45 4'S"4 4'8" 4'0"4 27 61"12 1'4" 2'4"7 { 6" s2"i29's" idr4.. i;'a"n2' t0"7 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,1,f in PSF) Defl/CSl Criteria Maximum Reactions (lb.) TCLL: 20A0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw 1 Rh l RL t W TCDL: 7.00 Speed: 139 mph i Pf: NA Ce: NA 1 VERT(LL): 0,517 N 585 240 Enclosure: Closed i A 1777 / 410 / - / 4. 0 BCLL: 0.00 V Lu: NA Cs: NA VERT(TL): L410 N 313 240 j H 1777 l 410 1 - ! - f - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,262 J - - Wind reactions based on MW FRS EXP: B HORZ TL : 0.489 J A Min Br Width Re 1 DesLd: 37.00 - - - ( ) 9 q Mean Height: 22.16 tt Code ! Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 2.1 NCBCLL:10.00 TCDL:4.2 psf pBldgCode: FBG 2017 RES Max TC CSI: 0.633 Bearings A & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.727 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): . O WindDuration: 1.60 WAVE, HS1A.1114.21 A -B 117 -519 E -F 1430 -6419 B - C 706 -3095 F - G 766 - 3521 Lumber C - D 540 -2355 G - H 738 -3334 Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: D - E 535 -2331 T4 2x4 SP #1 Dense: Bat chord 2x6 SP SS :B2 2x6 SP #2: Webs 2x4 SP #3 :W4, W6, W7 2x4 SP 92 Dense: Maximum Bot Chord Forces Per Ply (Ibs) W5 2x4 SP #1 Dense: Chords Tens.Comp, Chords Tens, Comp. Bracing B - P 3181 - 722 K - J 2%1 -637 P - O 3129 - 704 J - H 2930 - 635 a) Continuous lateral restraint equally spaced on O - L 6586 -1471 member. Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=1.25 / Plate Dur,Fac.=1.25) Webs Tens.Com_p. _Webs Tens. Comp, TC: From 56 pif at 0.00 to 56 pif at 19.40 C - O 259 -1133 L - K 3384 - 739 TC: From 28 pif at 19,40 to 28 pif at 20,67 TC: From 56 pif at 20,67 to 56 pif at 27.00 D - O 1764 - 321 F - K 308 -1163 BC: From 20 plf at 0.00 to 20 pif at 19A0 * f ` F 1y O - E 1061 -4751 K - G 816 - 189 BC: From 10 pif at 19.40 to 10 plf at 20.64 iY l`' L - F 2996 -684 J - G 529 - 23 BC: From 20 pif at 20,64 to 20 pif at 25.67 V**.+'' BC: From 4 pif at 25.67 to 4 pif at 27.00 { ,R. lt+ + TC: 194 lb Conc. Load at 20.64 BC: 579 lb Conc. Load at 19.40 ; a BC: 214 lb Conc. Load at 20,64 ;0648'. a Wind ! Wind loads and reactions based on MWFRS. + {* Additional Notes ATE 1) 2x6x5- 8-3 x SP SS Top chord scab centeredy*. 2-8- 7 from left end. Attach to one face of chord withe6` 3) rows of 0.128"x3", min. nails @ 6" oc, staggered "<*{ •' "" 40 278 tk f Q A t Aytty trµttttt 06/ 29/ 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fa br cativ, handling, shi ping installing, and bracing. Refer to and follow the latest edition of SCSI (Building vent SfetyInformation, byy TPi and SBCA) roe safety practices prior to performing these functions. Installers shall provide temporary _ pee Bin., Unless noted otherwise,top chord shall have properl attached structural sheathing and bott2m ghord shall have a properly d rigid ceilingq Locations shown for rmanent lateral restraint f webs shall have bracing installed per SCSI sections 63, 87 or B10, Icat3le. A ply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to is 160A- Zpfor standard plate positions. LR' N a division of ITW Buildin CComponents Group Inc. shall not be responsible for any deviation from this drawin any failuro to build the c nformancewithANSI/01 1, or or handling, shi ping, installation and bracing of trussesA Vail on this dr wing or over pa e _ , 2400 Lake Orange Dr, th sdrawinindicatesacceptancepfpro'fossgonar enine in re panstbifity solely for the des n haven. c'1'hesuitability Suite 150 is ofthisrawingforanystructureistheresponsibitityoftheBuitdngDesigrferperANSItTI1 . . information see this iob's general notes page and these web sites ALPINE Naves alpineitw com- TPI- www tpinst ors. SaCA Nww sbcindustryrom. ICC vmw rxsate org Orlando FL, 32837 Job Number: 21306 Ply: 1 SEQN: 562217 1 T14 / COMI Cust: RR408 JRef: lWc84080001 7413 - 6 (S,Family) 17413 - B (S.Family) -DAVID WEEKLY City 1 FROM: CH DrwNo: 180.18,0533.49198 Truss Label: B6 SN I DF 06129/2018 2'-4"7 5'1 - 918" 1674 19'4" - 2'4V-7—- —2'8"9 _47" 47" 'r 11-4 3712 T 2'4" 7 24"7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TOOL: 7,00 Speed:139 mph BCLL: 0.00 Enclosure:Closed BCDL: 10.00 Risk Category: 11 EXP:BDesLd'. 37.00 Mean Height: 22.49 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: not in 4,50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense:Tl 2x6 SP SS: But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 4X40 III 2X4 -W) 19'4" 7'3"9 47' I'l V*4 TV 1 Snow Criteria (Pg,Pf in PSF) I DeflICS1 Criteria A Maximum Reactions (lbs) Pq: NA Ct: NA CAT: NA I PP Deflection in loc L/defl U# Loc-R—/U 1Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.176 C 999 240 A 739 159 / 384 1- /104 /4.0 Lu: NA Cs: NA VERT(TL): 0.489 C 681 240 G 723 159 / 372 / - / - / - Snow Duration: NA HORZ(LL): 0.125 H Wind reactions based on MWFRS HORZ(TL): 0.237 H A Min Brg Width Reg = 1,5 Code / Misc Criteria Creep Factor: 2.0 G Min Srg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.565 Bearing A is a rigid surface. TPI Std: 2014 Max BC CSI: 0.693 Rep Factors Used: Yes Max Web CSI: 0.481 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): WAVE VIEW Ver: 17.. 2, 1 .11 14.21 B-C 483 -1798 E-F 533 -2087 C-D 300 -1087 F-G 349 -1278 D-E 299 -1079 ACE C* 40 278 "'k;41111 SION Ali, OF 06/29/2018 Maximum Bot Chord Forces Per Ply Tens. Comp. Chords Tens.Comp. Chords I . 6 - L 1801 -430 H-G 1107 -270 L-I 1869 -418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-L 307 -927 1 - H 1215 -297 D-L 649 -132 1 - F 793 -180 L-E 295 -1000 H-F 170 -635 E -1 592 -135 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T extreme care in fa eating,handling hi installing and bracing. Refer to ?,nd follow the latest edition of SCSI (BuildingTrussesyrMingtheseunctions. Installers shall provide temperaComponentp and bottv gel ybracingperBGSI. Unless Hated otherwise,tap chard shall have properlyV attached structural sheathin C Nord shall have a props icablee Ap Ty pplatees to each face rai I. have bracinp installed per C I sections B3, 87 or 10, attached as ppl on the Join Details, unless noted otherwise. Refer to drawings Alpine, a division of ITW Buildi ACompongits Group In%. shall not be responsible for any deviation from this drawintanu failure to build thetrussofwithANSIPI1, or r handlin ippiny, installation and bracing of trussesA val on this dr wi V, r p,,r.pl0 h 1p, in bfl,tyu . wing A ,.mva.,nn'j,, indicates accertance of Kolesssiona an ins re solely r ItAp des shown. a r T I pons bfli fl,ty IanduseothisrawingranystructureiseresponsibeulldngDesigner per ANSI PI 1 Ac.2. C.,..,...._ - 1- -'. -- - '- I-- .- -'.. A. .- '_._ .--- - TPI look" ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (S.Family)17413 - B (S.Family) -DAVID WEEKLY Truss Label: B7 5'S'4 5'5"4 Ply: 1 SEQN: 562218 ( T13 ! COMN Cust RR408 JRef: 1Wc84080001 Qty: 1 FROM: CH DrwNo: 180,18.0533.49713 SN ! DF 06/29/2018 10"l 2 19'4" 4712 A 2 12 v V 55 4 4X4 DC'--- 19'4" ---- g. 8.. g.8., Loading Criteria (psf) TCLL: 20,00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf 1n PSF) Defl(CSI Criteria Pg: NA Ct NA CAT: N PP Deflection in loc Udell A Maximum Reactions (Ibs) Lt# R U 1 Rw ! Rh ! RL 1 W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,031 G 999 240 B 816 l 186 1 434 l - 1115 ! 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,084 G 999 240 F 727 1155 (375 (• ! - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 G - Wind reactions based on MWFRS Des Ld: 37.00 EXP; B m HORZ TL : 0.026 G B Min Br Width Re 1.5 9q = NCBCLL 10A0 Mean Height: 22.16 it 9Code / Misc Criteria Creep Factor: 2.0 RF Min Brg Width Req = Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBG 2017 RES Max TC GSI; 0.310 Bearing B is a rigid surface. Load Duration: 1.25 MW FRS Parallel Dist: 0 to hl2 TPI Std: 2014 Max BC CSi: Q.839 Members not listed have farces less than 375# Spacing: 24.0 " C8G Dist a: 3.00 ft Re Factors Used: Yes RMax Web CS 0,209 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: An Y FT/RT:20(0)!10(0) I Chords Tens.Comp. Chords Tens, Comp. GCpr 0,18 Plate Type(s): Duration: 1.60 WindDi VIEW Ver: 17.02.01A.1114.21 B C 586 -1167 D-E 504 894 E F 1177 Lumber WAVE i C - D 480 - 892 - 617 - Top chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Betchord2x4SP #2 Dense Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP #3 B - G 995 - 455 G - F 1010 - 454 Hangers t Ties J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. _ Wind loads based on MW FRS with additional C&C D - G 549 - 244 member design. W_- E3 I VA 4 E OF Rt 4O 278 ' ` IONA'li, 0612412018 M WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revire extreme care in fabricatincg] haandling shipping installing and brac!nq Refer to and follow the latest edition of BCSI (Building ComponentrevfetyInformation, by TPI and SBGA) fu'r safety practices prior to perfor111ing these functions. Installers shall provide temporarryv bracin er BG SI.. Unless noted oytherwise,top chord shall have property attached structural sheathing and bottom hard shall hav a properly attach o rrgld ceilln9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 7 or 610, as applicable. Apply pplates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (defer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq ompongnts Group In shall not be responsible for any deviation from this r winq as failure to build ggthe trussinconformancewithAMa! l 1, or br handlingq,, shipping, instpllatian and bracing of trussesA eat on this dr wirigg or over p tabili I[stin this drawint tt indicates acceptance f proiesswnal en maering rerisibility solely or he desi n shovTn. i e sw and useofthisdiawlngforanystructureRstieresponsibilityoftheBuildngDesignerperANSItTPI1S%c.2. F53-ri'= MITW'OM" y 13723 Riverport Drive Suite 200 Maryland Heights, MO 630< Job Number: 21306 7413 - B (S.Family) /7413 - B (S.Family) -DAVID WEEKLY Truss Label: 88 918" 3'8"---+— 2- TYP} 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: 11 EXP. 8_ Des Ld-37 00 Mean Height: 22.16 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2,00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 100 it Loc. from endwall: Any GCpi: 018 Wind Duration: 1,60 Lumberr 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. Ply: I SEQN: 562219 / T15 ( GABL Cust: RR408 JRef: lWc84080001 Qty: 1 FROM: CH DrwNo: 180 18.053149729 SN / DF 0612912018 4X4F At, 19'4" 1*4" -{ Snow Criteria (P9,Pf In PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs), or *-PLF Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh I RL /W Pf: NA Ce: NA VERT(LL): 0.001 L 999 240 B' 73 117 /36 /- /7 /228 Lu: NA Cs: NA VERT(TL): 0,004 L 999 240 J 237 / 52 /144 1, / - /4,0 Snow Duration: NA HORZ(LL): 0,001 L - Wind reactions based on MWFRS HORZ(TL): 0.002 L B Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TCCSI: 0,160 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI * 0,077 Rep Factors Used: Yes Max Web CSI: 0.050 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s): WAVE i VIEW Ver: 17.02.01A.1114.21 ATTE 0 278"'/0NA`1l_ 06/29,'2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reextreme care infa fabricating, I' hi , installing and bracing Refer to and follow the latest edition of SCSI Building P, and 1, ndqg, shipping Yf3 r BefetyInformation, b, n SBCA) r safety practices phor to perfo ming these functions. Installers shall provide te9pora St. Unless noted o herwise.top chord shall have properIx attached structu at sheathingand bottom ghord shall hav%a pro geXy idceiling. Locations shown forrrmanent lateral restraint I webs shall have bracing installed per BC I sections B3, 7 or 10. IWAApply tr P 6 _ ply I t to race o truss and position as shown above and on the Join Details, unless noted otherwise, kefer to to r ZrZanarde positions, T PI 1, or for r acceptance r anystructurefailure to build the I or cove, n. The splatility ALPINE I" 1r 10MN 13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Number: 21306 7413 - B (S-Family) /7413 - B (S.Family) -DAVID WEEKLY Truss Label: F01 10,6" 10'6" 11;0"10 Ply: 1 SEQN:562249 / T19 /SY42 Cust RR408 JRef: 1Wc84080001 Qty: 3 FROM CH DrwNo: 180 18,0533,49495 SN / OF 06/29/2018 24'0"10 13' 29' 10"8 5'4'8 TYP) 2'612 -+- 2'6"12 --+-- 2'612 --1 - 2'6"12 --4-- 2'6"12 --f-- 2'612 -}--- 2'612 -+- 2'6"12 2'612 -{ 1X3 3X8 3X4 =3X4 =W=3X4 -4X8 =3X6 -= 3X4 =1X3 A B C D E F GH I J K L M N O Z.W r __ V U S R 1X3 -3X8 3X4 --4X10 =W=3X4 =4X10 =3X6 3X6 = 3X4 - 18'10"6 - ---- -} -- - - --- 11'0"2 29' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI Criteria Maximum Reactions (Ibs) TCLL: 40,00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell Ll# Loc R 1 U / Rw / Rh l RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.333 X 671 360 Z 919 1, / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,645 X 476 240 T 1982 /. (- (- / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.045 B - Q 515 140 ! - / - 1- l 7.3 EXP: NA HORZ TL 0.063 B Z Min Br Width Re 1-5DesLd: 55.00 - ( }: 9 q = Mean Height: NA tt Code / Misc Criteria CreepFactor: 2.0 T Min Brg Width Req = 1.5 NCBCLL: 2, 00 TCDL: NA psf 5 Q Min Brg Width Req = t5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.78 Bearings Z, T, & Q are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.963 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.821 Members not listed have forces less than 375# Loc. from endwall: NA FTlRT:12(0)/l0(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 Ve17.02.01A.1114.21 r- _-__-- B - C 0 - 2675 H - 1 0 -1847 Lumber C- D 0- 2675 I- J 1941 0 Top chord 4x2 SP #2 Dense :T2 42 SP 91 Dense: D - E 0 - 2865 J - K 1941 0 Bot chord 42 SP #2 Dense E - F 0 - 2864 K - L 538 - 935 Webs 42 SP #3 F - G 0 -1847 L - M 527 -948 Plating Notes G - H 0 -1847 M - N 518 -945 All plates are 2X4 except as noted. Maximum Sot Chord Forces Per Ply (Ibs) Deflection Chords Tens.Comp. Chords Tens. Comp, Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail Z - Y 1621 0 T - S 374 - 1136 DEFLCAMB1014 for camber recommendations. Y - X 3090 0 S - R 948 -527 X- W 2864 0 R- Q 786 -171 Additional Notes W - V 2857 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) S Webs Tens.Comp. Webs Tens, Comp. Truss must be installed as shown with top chord up.tS t — T" " s B B - Y 1165 t800 T K 0 -1489 Y- D 0- 459 K- S 995 0 r D - X 213 - 536 S - L 0 - 375 a O- s F-V 0-1170 R-N 177 -385 i V- 1 1725 0 N- Q 190 - 873 a a Is a a l f E P ff` j1 G*• s a4*dsCwlas' w d' 00278 NA 06, 12912018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq h ndlin9q shitzpin installing and bracing Refer to and follow the latest edition of BCSI (Building Component S fety Information, bVV TPI 0, S CA) fb safety I ractices pi'or to perfotgmIng these functions. Installers shall provide temporarryY bracing per 38SI.. Unless noted otherwtse,top chord shall have properlyY attached structural sheathing and bottom hord shall hav a progpeny attached rigid ceilin Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BC I sections B3, 7 or ki10, as applicable. Apply pplatees 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. ALPI Alpine, a division of ITW Build Components Group Inc. shall not be responsible for any deviation from this drawing,au failure to build the w y truss in c nformance with ANVIITPI 1, or for handling, shipping. inst llatlon and bracing of tnissesA seal on this drawl or cover pa 13723 Riverport Drive listing this drawing indicates acceptance of protesswnai engineering reo.Wnslbllit solely for t e, desi n shove h The suit8 ility and use of this drawing for any structure is the responsibility of the uildmg Designer per ANSI PI 1 Sec.. Suite 200 For more infoonation see this ioh's oeneral notes pane and these web stiles. ALPINE www.alpsnelw-coin- TPI: www_tpinstorg. SBCA: www-sbondushV-corn: ICC. www_iccsafe-orq Maryland Heights MO 63041 Job Number: 21306 Ply- 1 SEQN: 562250 ! T23 ! SY42 Cust_ R R408 JReE 1 Wc84080001 7413 - B (S.Family) (7413 - B (S.Farnily) -DAVID WEEKLY Dry: 7 FROM: CH DrwNo: 180,18,0533.50135 Truss Label: F02 KM / OF 06129/2018 25'6"8 10'6' 11'1"8 21'7"8 22' " Y. _._..._ 10'6" 71 10'6" 1'0" 0" 2 g (TYP) 0"'j12I ( }-- 2'6" 1 z----j-- - 2'6" 12----}-- 2'6" 1 z ---{ (- — 2'6.,12 — -jam - 2'6" 12---}--- 2,6„ 12 --{--- r6"1 z -- IX3 =3X8 =3X4 =W=3X4 -3X4 =4X8 -3X4 -3X4 -_lX3 A B C D E F G H I J K L M Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld 55.40 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 l: NA GCpi: NA Wind Duration: NA Lumber Top chard 4x2 SP #2 Dense Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.36" DL: 0.34". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback, See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 1+4 9,4" 41 18'11"4 25'6"8 6.6"8 — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria I Maximum Reactions (Ibs) Pg: NA CL NA CAT: NA PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA R VERT(LL): 0.359 V 624 360, X 973 ! • 1- / - / 7.2 Lu: NA Cs: NA VERT(TL): 0.663 V 453 240 R 1682 ! - /- ! - / 8.0 Snow Duration: NA HORZ(LL): 0.046 B - O 292 / 119 1 - / - ! • / 2.8 HORZ(TL): 0.064 B X Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.816 O Min Brg Width Req = 1.5 TPI Std: 2014 F Y Max BC CSI: 0.725 M W b CSI' 0 770 Bearings X. R, & O are a rigid surface. ep actors Used. es ax a Members not listed have forces less than 3759 FT1RT:12(0)t10(0) Maximum Tap Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE _ l VIEW Vec 17.0201A.1114.21 B - C 0 - 2900 G - H 0 - 2423 C- D 0- 2900 H- 1 0- 2423 D- E 0- 3325 I- J 1200 0 E- F 0- 3325 J- K 1200 0 F - G 0 - 3326 K - L 455 -315 Aff P AO -Vl' Ems, 0 278 NA 06 29i2018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. X-W 1733 0 S-R 9% 0 W- V 3431 0 R- Q 312 464 V- U 3326 0 Q- P 315 455 U- T 3320 0 P- O 317 448 T - S 996 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X-B 0 -1925 T-1 1616 0 B- W 1290 0 1- R 0- 2204 W- D 0- 587 R- K 0 -1069 D - V 315 -438 L - O 494 - 349 G-T 0 -1088 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec ire extreme care in fabr catinp, hanrilin shipping instalen and bracinq Refer ro nd follow the latest edition of BCSI (Building CompanenC fety Information, byY TPI and SBCA) fr safet(yv practices p!ar to performing these unctions, Installers shall provide temporary bracing persl, Unless noted otherwlse,top chord shall hfive proper)YY attached structural sheathingg and bottc m hord shall hay a progeny attached n91d ceilingg LoeaUons shown for permanent lateral restraint bf webs shall have bracingg installed per BCi sections 63,7 or 810, as applicat3le. Atp2pFy pplatees ro each face, ottruss and positron as shown above and on the Joint'Details, unless noted otherwise. f2efer to drawings 160A-Z'for standard plate positions. Alpine, a division of ITW Building omponents Group In9. shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI/1 l 1, or for handling, shipping, mstailation and bracing of,truss4sA seal on this drawing or cover page listing thisop indicates acceptance of pro'fessionaf engineering re ponsibili y solely for the desi n shown. The suttahilityanduseothisdrawingoranystructureistheresponsibilityoftheuildngDesignerperANSIPI15c. . u+irn tuuawr 2400 Lake Orange D,. Suite 150 Orlando FL, 32837 Job Number: 21306 Ply: 1 SEQN 562251 / T3 / SY42 Cust: RR408 JRef: 1Wc84080001 7413 - B (S.Family) 17413 - B (S.Family) -DAVID WEEKLY oty 2 IFROM CH DrwNo: 180,18.0533,49260 Truss Label: F03 j SN I DF 0612912018 9'6' 11'1"4 24'3" 13'1"12 1'6"12 1'0-4, 2'6" 2'6"12 TYP) 1'6"12 2'6"12 --4— 2'6"12 2'6"12 2'6"12 2'6"12 1X3 =3X10 3X4 =3X6 =—W=3X4 =4X10 mm4X6 =1X3 A B C D E F G H I i K L M 4 U T S R P 3X4 4X10 4X10 X61X33X103X44 3X6 =W=H0312 Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL:-- 5D0 Category: NA iEXP: NADesLd: 55_,00 Mean Height: NA If NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 CRC Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA lumber Top chord 4x2 SP #2 Dense 72 42 SP #1 Dense: Bet chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted, Deflection Max JT VERT DEFL: LL: 0.44" DL: 0.45". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBRI014 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" 3'10" 24-3- -- — — --------- Snow Criteria (Pg,Pf,n PSFi Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA CL NA CAT: NA PP Deflection in k 141 Loc R /U_ /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(Ll_): 0,439 E 551 360 i V 1002 1- I - /7,3I Lw NA Cs: NA VERT(TL): 0.790 E 401 240 P 2109 /3.5 Snow Duration: NA HORZ(LL): 0.056 B - - 10 27 /626 1- 13.5 HORZ(TL): 0.077 B V Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2 Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0P 817 OMin Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.805 Bearings V, P, & 0 are a rigid surface, Rep Factors Used: Yes Max Web CSI: 0L911 Members not listed have forces less than 375# FT/RT: 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type( s): r Chords Tens.Comp. Chords Tens. Comp, WAVE, HS VIEW Ver: 17.02,01A.1114.21 B - C 0 -3020 G-H 0 -2038 C-D 0 -3020 H - 1 0 -2038 D-E 0 -3589 1- 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-0 0 -569 Maximum Web Forces Per Ply (lbs) Webs Tens. Comp. Webs Tens. Comp. llit"Imuft, V - B 0 -1988 G-Q 0 -1208 B_U 1361 0 Q_J 1913 0 J-P 0 -2447 4 D- S 381 -283 P - L 0 -1580 R-G 774 0 L-O 881 0 7 ATE 0 278 O IN At- 06/29/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re ire extreme care in fabricating, h dl h installing and bracing. Refer to and follow the latest edition of BCS1 (Building ien Information, b y SIBMA)%'.'e nl3i.ctices prior to performing these unctions. Installers shall provide tempera , Plan per191" JInless noted o herwise.top chord shall have properigtinched structural sheathini and bottom hard shall have a proRy ri idceilin , Locations shown for permanent lateral restraint webs shall have bracinp ins alled per BC91 sections B3, or ca ' Aqp y plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise, efer to is 16 A-Z or standard plate positions. a division of ITW Buildirt nts Group Inc. shall not be responsible for any deviation from this drawing Pmponp gfailure to build the c9nformance withANSI11, or (or handling, shipping, installation and bracing of trussTsA Val on thi* dr wi g or cover p this Prawing, indicates acceptance of o essiona en !nearing rel I ponsbility, so ely r tAR, Veam shown. The su a othisrawingoranystructureisAeresponsibilitoftheuIldngDesignerperANSIPIc. 2. nto"Abon see this 1OUS general notes page and these wet) sites ALPINE www ajpmeirw coin TPI wwwwinst org, SBCA wwwsbondusta com. ICC www'Msat 101111101111141 ALPIN Irw 0^" y 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (S.Family) /7413 - B (S_Family) -DAVID WEEKLY Truss Label: F03A 1'5"8 1'5"8 TYP) 3X4 1 X3 A v Ply: 1 SEQN: 562252 / T22 / SY42 Cust: RR408 JRef: iWc84080001 Qty: 1 FROM: CH DrwNo: 180.18.0533.49511 SN / DF 06/29/2018 24'3" 22"9"8 174 174 W =3X4 L AG W 1111X3 1111X3 1111X3 1111X3 111X3 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 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 endwali: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense But chord 42 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. 24'3" now Criteria (Pg,Pf in PSF) I Defl/CSI Criteria I Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W 3X4 1X3 T Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 I 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 / 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 ON R R R n A RR leeVF'`E"F"L yR RR4 "RRRR RjR lr ' W 0 278irfff 4.tpyY 4lXXA 06 /29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shi ping installing and bracingq Refer to and follow the latest edition of BCSI BuildingComponentSafetyInformation, bVv TPI and SBCA) fbr sa ety practices prior to perfor%ing these functions. Installers shall provide to porarybracingperin. Unless noted oTherwise,top chord shall have proper)Yy attached structural sheathing and bottom hord shall have a progerrlly attached r id ceiling Locations shown for permanent lateral restraint Of webs shall have bracing Ins fled per BCS I sections B3, 67 or 10, as appiicabie. Apply psates to each face o 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 BuildingCompon nIs Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the truss In conformance with ANSI/T PI 1, or for handlin shipping, installation and bracing of,trussesA eal on this drawif5g or cover page , listingthis drawing indicates acceptarice of pro) essronar en ine ring res nsibilit soles or the design shown. The suit"abihandseofthisdrawingforanystructureistieresponsibilityoft1eBuildingDesignerperANSI/TPl 1 Sbc.2. Fnr mnra inform»"inn end th,l inh', nannral nntnc nano and theca wah citric At PINF w al,) n w rnm- TPI- w In—t rim: SBCA v/ww. shandustN wm: ICC: wN iccsaf Yi 1T4Y:ilMFUVY 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (S,Family) 17413 - 8 (S.Family) -DAVID WEEKLY Truss Label: F04 9,6" 9'6" 6"12 2'6" 1 TYP) 1X3 4X8 --- 3X4 A B C D E Ply 1 SEQN: 562253 1 T26 SY42 Cust: R408 JRef: 1Wc84080001 Illy FROM, CH Drwf\lo 180,18,0533,50136 KM / DF 06/29/2018 20'6"l 2 1'6"12r 916" 2' 6"12 1' 6"l 2 2' 6"12 3X4 = W=Uzt 4X8 =1X3 F G H I i K S R Q P 0 N 7M JX3 — — W= =4X10 3X4 3X4 _-4X10 3X8 4X6 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40D0 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA 5500- EXP: NA Des La_ 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 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 4x2 SP 93 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.46" DL: 0.41". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 20' 6"12 Snow Criteria (Pq,pfin PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Loc R / U /Rw /Rh /RL W Pf: NA Ce: NA VERT(LL): 0.463 F 520 360 S 1117 /7.3 Lu: NA Cs: NA VERT(TL): 0.811 F 378 240 M 1118 115 Snow Duration: NA HORZ(LL): 0.059 M - - S Min Brg Width Req = 1,5 HORZ( TL): 0.081 M M Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 Bearings S & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.464 TPI Std: 2014 Max BC CSI: 0.773 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.777 Maximum Top Chord Forces Per Ply (lbs) Chords Teos.Comp. Chords Tens.. Comp. FT/ RT:12(0)/10(0) Plate Type(s): B-C 0 -3498 F-G 0 -4538 WAVE VIEW Ver: 17.02.01 A. 11 14.21 C-D 0 -3498 G-H 0 -3498 D- E 0 -4538 H - 1 0 -3498 E- F 0 -4546 I-J 0 -3498 Maximum Bot Chord Forces Per Ply (Ibs' Chords Tens.Comp. Chords N M Tens. Comp. 20230 S- R 2023 0 P-0 4546 0 R- Q 2023 0 O-N 4321 0 Q- P 4321 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp S- B 0 -2247 O-G 613 -136 B_ Q 1631 0 G-N 0 -910 Q- D 0 -910 N-J 1630 0 . D- P 613 -136 J-M 0 2248 3 TE 0(:"QZ Ire, 0 278 06/ 29/2018 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,h dl' h i , installing and bracing. Refer to and follow the latest edition of SCSI (Building anfniacticespHortoperfiComponentSfetyInformation, bj TPI anSBCA n&` salg Ming these functions. Installers shall provide ternpora bracingper 3831, Unless noted o herwise,top chord shall have properIx attached structural sheathingand bottom hord shall havy progery attachedceiling. Locations shown for permanent lateral restraint I webs shall have bracinginstalled per BC I sections B3 7 or 10, 3 truss asapplicable. Apply plates to each face o truss and position as shown above and on the JoinDetails, unless noted otherwis. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin nts Group Inc. shall not be responsible for any deviation from this drawin.%,an 1/ Componp failure to build the truss in conformance with ANSI PI 1, or or handling, shippiny, instpliatiqn and bracinq of trussesA seal on this dr wi g or Th'e"spi'Mil listingthisPrawing, indicates acceptance of goession engmeen responsIbility solely for the desp'n shown. ity drawingoranystructureisaresponsibilityoftheloulldingDesignerperANSI/TPI I c. 2. anduseothisIr9— — lh,-h'. —n-1 -1 .. .... and thaw wph s,[- Al PILAF w alni—tw noni TPI wwwtninst om. SBCA wwwsbC1ndL1StN COM. [CC w ICC$af NE A 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - 6 (S.Family) /7413 - 8 (S,Family) -DAVID WEEKLY Truss Label: F05 9'6" 9161, 1'6"12 2'6" TYP) 2'6"12 --4-- 2'6"12 — 1- Ply 1 SEON: 562260 / T28 / SY42 i Cust: R R408 JRef: I Wc84080001 Qty 7 FROM: CH OrwNo 180,18,0533.50369 KM t DF 06129/2018 201" 8 91 2- 15"12 4 2 711 X3 4X8 = 3X4 = 3X4 =W=3X4=4X8 A B C D E F G H I J K 3X6 Q P, 4X10 W= 3M 20' 1 "8 9' 4" Loading Criteria {psf) Wind Criteria Snow Criteria (P9,Phn PSF} Defl1CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R /U 1Rw Rh /RL —_ 1W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.457 E 515 360 R 1093 17.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0,800 E 374 240 L 1107 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.057 B - - R Min Brg Width Reg 1,5 EXP: NA Des Ld: 55.00 HORZ(TL): 0.078 B L Min Br Width Reg NCBCLL: 10,00 Mean Height: NA it TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 Bearing R is a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.694 Members not listed have forces less than 375# Load Duration 1.00 MW`FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.777 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24,0 CRC Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0,750 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) 1: NA GCpi: NA Plate Type(s): B-C 0 -3398 F-G 0 -4334 Wind Duration: NA WAVE VIEW Ver: 17.()2 01A 1114 21 C-D 0 -3398 G-H 0 -3394 D - E 0 -4336 H - 1 0 -3394 Lumber E-F 0 -4342 I-J 0 -3394 Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, Plating Notes R-0 1975 0 O-N 4342 0 All plates are 2X4 except as noted, Q_P 1975 0 N-M 4173 0 P- 0 4169 0 M-L 1971 0 Hangers / Ties J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.46" DL: 0.41", See detail R-B 0 -2194 N-G 582 -147 DEFLCAMB1014 for camber recommendations. B - P 1574 0 G-M 0 -861 Additional Notes t P- D 0 -852 D- O 556 -159 M- J 1574 0 J - L 0 -2192 2x6 continuous strongback. See detail STRBRI BIR 10 14 for bracing and bridging recommendations. Truss installed top mustbeasshownwithchord up. o. 648 ATE 40P 40 278 OW291! 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T I ne care in fabricating In dl h installing and bracin i.. Refer to and follow the latest edition of BCSI (Building Trusses5nIVAiingtheserctions, Installers shall provide temporary bstructuralsheathingandbottvshallhaveaproneracc C hord attarhhavebracinginstalledperCIsectionsy 63, 87 or 10 Refer sontheJoinlDetails, unless noted otherwise. asppIdrawing to' ALPINE an Alpine, a division of ITW Build Componcts Group Inc. shall not be responsible for any deviation from this dr,3win failure to build the dr trussinnFirL.,nce with ANrl/$Pl 1, or or handlin shipping, installation and bracinj of truss,?,sA al on this wi g tftw " S, indicates acceptance of professional engineering relpons bill solely r t design shown. IstinisIIV1listingrawing is the ity the ng Dosig%er ANSI PI MCI or 7rX W. Ability 2400 Lake Orange Or Suite 150 anduseothisforanystructureresponsibiofuildper . Orlando FL, 32837 ge and these web Wes ALPINE www.al ineitw.com. TPL w tvstorq,SBCA wwwsbandus"com.CC ccsafeorq Job Number: 21306 Ply 1 7413-B (S.Family)/7413-6 (S Family) -DAVID WEEKLY Qty. I Truss Label: F05A VX'4, 20"1 "8 4 --- ------------ — 1'3"4' 1810"4 1'4" TYP) 3X4 1 X3 A SEQN: 562277 / T34 I SY42 Cust: RR408 JlRef. 1Wc84080001 FROM: CH DrwNo: 180 18.0533 50338 KM I DF 06/29/2018 W =3X4 L 3X4 Q I_ R AH AG AC S 1 X3 = 3X4 1111X3 1111X3 1111X3 1111X3 111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 _ 3X4 I!IIX3 —=W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NADesLiJ76-50-0 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bet chord 4x2 SP #2 Dense Webs 4x2 SP 93 Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR101 4 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 20"1 "8 Snow Criteria (Pg,Pf,n PSF) Defl/C$l Criteria 1 A Maximum Reactions (lbs), or *-PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc; L/defl L/# 1 Loc R /U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0,000 0 999 360 AH 45 73 Lu: NA Cs: NA VERT(TL): 0.000 Q 999 240' R* 110 /234 Snow Duration: NA HORZ(LL): -0.000 R AH Min Brg Width Reg = 15 HORZ(TL): 0,000 R R Min Beg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearings AH & AH are a rigid surface, Bldg Code: FBC 2017 RES Max TC CSC 0,086 TPI Std: 2014 Max BCCSI: 0,019 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,032 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17,02,01A,l 114.21 A 1 ATE 0 00)X# NA40278 1 F4 " I* 06129112018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqre extreme care in fa catin I dl shipping, installing and bracing. Refer to ?,nd follow the latest edition of SCSI (BuildingComponentsefetyInformation, b,`VFI n9'S"BCnA)'n&' Uk noractices prior to performini these unctions. Installers shall provide temperabracingperBSI, Unless noted o herwise,top chord shall have properix attached s1ructu at sheathingand bottom ghord shall hav%a pro V attached ceiliny. Locations shown for permanent lateral restraint I webs shal have bracing insalled per C I sections 63,. 7 or 9,10Yasapplicab , A p y Vlatgs to each face of truss and position as shown above and on the Join Details, unless noted otherwise Defer todrawings16, A-Z or standard plate positions. Alpine, a division of ITW Buildingomponpnts Group Inc. shall not be responsible for any deviation from this drawinj,ang failure to build thetrussin ?,n ormance 11 1, or (or handling, shippin?, installation and bracing of truss SA eal on this dr wi g or cover pag eIrlistingts rawing, indicates accertance of gro less (on Tpgineering relpor Ibili sorely gr the desi%n shown, The suitability ucture is e responskibi ity of the uild ng Desig er per ANSIITPI 1 S c.2. and use o this rawing lor any s Ir Y. i P--.-,G,-- — fhic inti a nnnarnl nntu.e --d th ... -h,,t— Al PINP w A--i- — TPI — ffi—I-ci SACA — Shond-tl C.M. ICC wWWM_Saf PAINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - B (S,Family) 17413 - B (S.Family) -DAVID WEEKLY Truss Label: F06 1'5"8 IF8 a 1'4"12 1'4" TYP) Ply 1 i SEQN: 390891 / T36 SY42 Cust: R408 JRef 1Wc84080001 Oty 1 FROM: CH DrwNo 180 18,1519,15050 SSB / DF 06129/2018 19'2"8 17'9" 1112X4 3X4 1112X4 1112X4 102X4 1112X4 1112X4 1112X4 i112X4 1112X4 1112X4 1112X4 1112X4 11!2X4 1112X4 =-3X4 A P, 9'4" R 3X4 = 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0,00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCOL: 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 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted, Additional Notes See detail STRBRI BR 10 14 for bracing and bridging recommendations. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 19'2"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria k Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw Rh RL I W Pf: NA Ce: NA VERT(LL): 0,000 P 999 360 AG-109 I - / /223 Lu: NA Cs: NA VERT(TL): 0,001 P 999 240 R 57 /. /_ /73 Snow Duration: NA HORZ(LL): -0.000 R AG Min Brg Width Req HORZ(TL): 0.000 R R Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings AG & R are a rigid surface, Bldg Code: FBC 2017 RES Max TCCSI: 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: 17.02,01 A. 1114.21 JE 0 02 8 06/29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req ire extreme care in fabr catinc hs ndlin shippin . installing and bracing. Refer to Tnd follow the latest edition of BCSI (Buildingntheseunctions. Installers shallg7vide te por35perIsheathinandbottomhords 'all hav ct r girl ceiling Locations shown far Aermanent lateral restraint Of webs shall have rac,n lied per c 91 sections 83 V Porrogl 0' icab"le. Apply plates to each face of truss and position as shown ataove and on the Jointo," PDXWs, unless noted otherwise. Refer to Is 160A-Z far standard plate positions. a division of ITW Buildina omponpnts Group Inc. shall not be responsible for any deviation from this d w n failure to build the tgntgrmaipce with ANSI 1 1, or or handling, shipping, installation and bracing of trussesA pal on th i dr I g or coverchacceptanceIfKoessionaqpyinperlgresponsibilitysolelyrtsnhown. The P.Mbility is Irawing, in.icates r 4 itthisrawingforanystructuresarosponsibilit o the uilding Designer per ANSIMPM information see this job's general notes ome and these web sites ALPINE www alpineitw com- TPI wwwtp!nsto[%SBCA wwwst)andustrycorn- .!CC 1 15-M. 6750 Forum Dnve Suite 305 Orlando FL, 32821 Job Number: 21306 7413 - B (S Family) /7413 - B (S Family) -DAVID WEEKLY Truss Label: F07 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld 55-00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 1 - '4" 1'4" 1 '4" 12 + - 1'4" TYP) 3X4 A T S 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bat chord 42 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer, Plating Notes All plates are IX3 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: 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 FTIRT:20(0)/10(0) Plate Type(s): WAVE Ply 1 SEQN: 562255 / T35 I SY42 3 Cust: RR408 JRef: 1Wc84080001 City. I FROM CH DrwNo: 180,18,0533.48981 SN i DF 0612912018 11'5" Defl/CSI Criteria PP Deflection in loc L/defl L1# VERT(LL): 0.000 B 999 360 VERT(TL): 0,000 B 999 240 HORZ(LL): -0,000 B - - HORZ(TL): 0,000 6 Creep Factor: 2.0 Max TCCSI: 0.119 Max BC CSI: 0.028 Max Web CSI: 0.036 VIEW Ver: 17.02.01A.1114.21 J XTE 40 06/291/2018 N A Maximum Reactions (lbs), or *-PLIF Loc R / U /Rw /Rh /RL 1W T* 110 /- /_ /_ /_ /137 T Min Brg Width Req = - Bearing T 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 fa catin h dl' h , installing and bracing. Refer to and fellow the latest edition of BCSI (BuildingComponentfetyInformation, by If, rt,3'S CnA I`Vsa'Pe noractices prior to performing these unctions. Installe%shall provide temperaanS i bracin per 38SI. Unless noted olnepr wl5ils'ejop chord shall have properly attached structural sheathing and bott C Nord shall have property attach0gidceilin?. Locations shown for permanent lateral restraint of webs shall have bracing insqalled per 7c 91 sections B3, 7 or 10, 1 1, as applicable. Aqpy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. keferle drawings 160A-Z or standard plate positions. Alpine, a division of ITW Building mponprits Group Inc. shall not be responsible for any deviation from this dravionwau failure to build the truss in ci?,Ormanc with ANSI 1, or ( r handlin shippin y, installation and bracini of trussesA teal on this dr vil g or over page listingthsni, indicates acceptance of oess (one ygmeari rig rer gponsbili solely or the dis9c.ilroWn. he sul ility anduseothisrawingloranystructureisKleresponsibiItyoftheuildingDesigerperANSIITPIc . P59. " 16= 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304J Job Number: 21306 7413 - 13 ($.Family) /7413 - 6 (S.Family) -DAVID WEEKLY Truss Label: F08 4- 4 5'4"8 5'4"8 2'6" 2*6" 12 ---- TYP) Ili 1 X3 1 XA3 3X6IS 1111 X3 C 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 Des LrJ_ EXP: NA Mean Height: NA Ift 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 1: NA GCpi: NA I Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Ply 1 SEQN: 562256 1 T33 / SY42 Cust: RR408 JRef: lWc84080001 Dry 2 FROM: CH DrwNo: 180 18,053349230 SN / DF 06/29/2018 TY4 127' 12 1'1012 5'4"8 2'6" 12 Ili 1 DX3 =3X6 E 127"' 12 1(i 2X4 F Snow Criteria ( Pg,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Cti NA CAT: NA I PP Deflection in loc L/defl L/# I Loc-, R / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.110 D 999 360 J 682 1. /_ /_ /_ /7,3 i NA Cs: NA VERT(TL): 0,253 C 805 240 G 696 / - I - /_ /_ /_ Snow Duration: NA HORZ(LL): 0.019 B J Min Brg Width Req = 1.5 HORZ(TL): 0.032 8 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 SC 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. FTIRT:12( 0)/10(0) E_ __Q — C0 PlateType(s): I --VIEW —Ver:17.02.01A.1114.21 B- - 1654— D --1-654 WAVE lC- D 0 -1666 Si7ATI E 0 5 0 278 06/29/ 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 Trusses rag I re extreme care in fabricatina, In ridling hippin Installing and bracing. Refer to Tnd follow the latest edition of BCSI (Building C IomponentefetyInformation, b, TPI an S CA) r sa ally ping, poorto performing these unctions. Installers shall provide to pora bracingper BSt. Unless noted o herwise,top chord shall have properl attached structural sheathingand bottom hord shall have p)roge,5 oyattachdlidceiliny. Locations shown for eermanent lateral restraint f webs shall have bracinp insalled per BC I sections 63,. 7 as applicabt. A% y Ias to Tach face o truss and position as shown above and on the Join Details, unless noted otherwise Referto drawings 16A-Z or standard pate positions. Alpine, a division of ITW Buildin from this drawintan f aComponents Group Inc, shall not be responsible for any deviation u failure to build the truss incrmancewithANSIPI1, or for handling, shippiny, installation and bracini of trussesA gal on this dr wi g or Th'.r.pualbliffilty listing th?,'n nrlr indicates , , c drawing Ips acceftance of pro ass on this tyineenresponsibility solely r the desg%n showTh. awing oranystructureistheresponsfkobofthenguildingDesigrierpc.2. ru ALPINE-TW13723 RiverportDnve Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (S.Family)17413 Truss Label: F09 Loading Criteria (pso 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 " Ply: 1 SEQN: 562257 / T25 / SY42 Cust: RR408 JRef: IWc84080001 B (SFamily) -DAVID WEEKLY Qty: 1 i FROM: CH DrwNo: 180A&0533A9636 SN / DF 06/2912018 1712 1712 6'9"4 5'5"8 1'3"----{-"— 1'4" TYP) E3X4 A F v L G K 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 MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. k. 6. — -- 6-0"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 Sid: 2014 Rep Factors Used: Yes FTIRT:20(0)/10(0) Plate Type(s): WAVE 6'9"4 Defl/CSI Criteria PP Deflection in loc Lfdefl 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 SC CSI: 0.028 Max Web CSI: 0.035 VIEW Ver. 17.02.01A.1114.21 z i f f R • ATE ' R R R•eRR sea R•• i+t 0 278T1 006/ 2972018 A Maximum Reactions (lbs), or *=PLF Lac R /U 1Rw 1Rh /RL /Wmm L 53 1- 1- 16.0 L* 102 /- /- /- /72.5 G 61 1- l- I- !- 12.8 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 shi ping installing, and bracing. _ Refer to and follow the latest edition of BCSI (Building Component safety Information, byY TPI and SBCA) f safet yy practices poor to performing these functions. Installers shall 7vide temporary bracinperBGSI. Unless noted otherwise,top chord shall In ve property attached sructural sheathing and bottom Nord shall hav a pro9erly attachedrigidceilingLocationsshownforPermanentlateralrestraintofwebsshallhavebracingqInsilledperBCisectionsB3, %7 or to as applicab"I4 Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildlnlCom an nts GroupInc, shall not be responsible for an deviation from this drawin ,an failure to build the trussinofrmaneewithANSIi"PI 1 or or handlinj shippiny, mstaliation and bracin of truss sA seat on this dr wirt or 9ver page fisting Mils5rawingindicatesacceptancecifgrotessioneensneeringrlesponsb)fity so ely for the desi n shown. The suitdbifity and use o this ddrawing or any structure is the responsibilit of the uilding Desig er per ANSI I 1 S9ec.2. 90R= 11W rc ' 1 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304E Job Number: 21306 7413 - B (S,Family) 17413 - B (S,Family) -OAVID WEEKLY Truss Label: FIO 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 0 TCOL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loa from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bat chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. Ply I SEQN %2258 / T27 / SY42 Gust R R408 JRef: 1 Wc84080001 Qty I IFROM CH DrwNo 180,18,0533,49246 1 SN / DF 06/2912018 1'5"8 4'6"12 1'5"8 3'1"4 1'4" 12 —+— 1'4" TYP) 3X4 A E F 3A'+ 4'6"12 Snow Criteria (Pg,Pf,n PSF) Defi/CSI Criteria A Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Uff LqSR / U /Rw /R/Rl- /W — Pf: NA Ce: NA VERT(LI-): 0.000 B 999 360 J 62 /- /- /- /- /7.3 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 j* 108 1- /- /- /- /47.5 Snow Duration: NA HORZ(LL): -0.000 B - - J Min BFg Width Req = 1.5 HORZ(TL): 0.000 B J Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearings J & J are a rigid surface. Bldg Code: FBC 2017 RES Max TCCSI: 0.103 TPI Std: 2014 Max BC CSI: 0,021 Members not listed have forces less than 175# Rep Factors Used: Yes Max Web CSI: 0.024 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.0 IA. 1114.21 E C S' s fO 217 06/29 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 require extreme care in fabricatin, h8ndI',n&,h,ppin,installing, and bracing Refer to and follow the latest editi?n of SCSI (BuildingnentSefetyInformation, by TPI an S CA) rac i s prior to performing these unctions. Installers shal provide te pora per BSI.. Unless noted olherwise,top chord snail have rl attached structural sheathingand bottom ghord shall have a progeWy6idceiling . Locations shown for permanent lateral restraint f webs shall have bracin installed per BC I sections B3. B7 or 10. ica * A p plates to each face o truss and position as shown above and on the JoineDetails, unless noted otherwise. Refer to is 16 A-Z for standard plate positions, a division of ITW ildij omponents Group Inc. shall not be responsible for any deviation from this drawina,anB failure to build the conf;,,n, with, XNSI 1 1, or for handlinj shipping, installation and bracing of truss?sA gal on this dr, wi ' 'Th.7splZilitythisindi.... acceFtance of gro essionatbgjn?inserl g responsibility solely r the desan jhoVholeothisrawingoranystructureiseresponsoiitoftheBuildingDesignerperANSI1TPI1c. . ALPIN,,U,M1, 13723 Rivemort Drive Suite 200 Maryland Heights. MO 630< Job Number: 21306 7413 - B (S,Family) 17413 - B (S.Family) -DAVID WEEKLY Truss Label: F1 I Loading Criteria (psf) TCLL: 40.00 TCOL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: _. 5_5 _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 I't TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac,=1.00 / Plate Dur.Fac,=1.00) TC: From 100 pif at 0.00 to 100plifat 4.00 BC: From 170plfat 0.00 to 170plf at 4.00 Additional Notes Truss must be installed as shown with top chord up, Ply 1 SEQN: 562259 1 T31 I SY42 C.st, RR408 JRef: 1Wc84080001 City 1 11 FROM: CH DrwNo 180,18,0533 49027 1 SN I DF 06/29/2018 Y 191, 3" F 4-1 11112X4 = 3X4 1112X4 A B C 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:12(0)/10(0) Plate TVI WAVE 001. 4' Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 TCCSI: 0.186 Max BC CSI: 0,436 Max Web CSI: 0.168 VIEW Ver: 17.02.01A.1 114.21 ATE 0" 0 278 0 IN rrxattpettutt 061,'29,'2018 A Maximum Reactions (Ibs) Loc R / U 1Rw /Rh /RL /W F 540 /- /- /3.5 0 540 1- 1 - /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 Sot 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,handling h , installing and bracing Refer to ?nd fellow the latest ecliti?n of SCSI (BuildingComponentSafetyInformation, bj TPI ,nSBCnA)ng salk( n ractices prior to perf( ing these irctions. Installers shal g7vide temporarybr38SI. Unless noted o herwise,top chord shall have properIx attached structural sheathing and bottom ghord s 'all havy proge ya 'cn2T'Zqid coiliny. Locations shown for Rttachpermanentlateralrestraintfwebsshallhavebracinginstalled per BC I sections 31. 7 or 10, It. Ap '' lates to each face o truss and position as shown above and on the Join Details, unless noted otherwiseasapplicabpy ?I f2efer to drawings 16 A-Z for standard plate positions. Alpine, a division of ITW Build Components Group Inc, shall not be responsible for any deviation from this dr@win au, failure to build thetrussinconformancewith &101 1, or for hand) inj shipping, inst llation and bracing of trussesA gal on this drawil a or cover Pa alistingthisPrawing, indicates acceptance If to ession zngne%ri r )he desjgn sho In. T a sul abilityAbt , g responsiblilty solelyanduseothisyawingoranystructureaaresponsiIityoftaBuildingDesigne , S"c.2. K.1-7:; 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304' Job Number: 21306 7413 - B (S.Family) /7413 - B (S.Family) -DAVID WEEKLY Truss Label: F12 Loading Criteria (psrl, TCLL: 40.00 TCDL: 10.00 BCLL ' 0.00 BCDL: 5.00 Des W_ 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 it Loc. from endwalL NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 42 SP #2 Dense Webs 4x2 SP #3 3" 1.-— 17'4 TYP) Ply I SEQN: 562261 / T32 I SY42 I Oust R R408 JRef: I Wc84080001 Oty 1 FROM: CH DrwNo: 180 18,053150166 KM I DF 06129/2018 3" 1 III 3X6 III 3X6 III 3X6 A B C Special Loads Lumber Dur,Fac.=1,00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50plf at 3.71 BC: From 5 plf at 0.00 to 5 plf at 331 TC: 696 lb Conc. Load at 0.73, 2.73 Hangers I Ties J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. MO 0 W Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria A Maximum Reactions (lbs) P9: NA Ct NA CAT: NA l PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh IRL /W IPf: NA Ce: NA VERT(LL): 0.012 B 999 360 E 852 /3.5 Lu: NA Cs: NA VERT(L): 0.021 B 999 240 D 743 Snow Duration: NA HORZ(LL): 0.002 D - - E Min Erg Width Req = 1.5 HORZ( TL): 0.002 D D Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing E is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.690 TPI Sid: 2014 Max BC CSI: 0.190 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.154 Maximum Sot Chord Forces Per Ply (lbs)Chords Tens.Comp. FT/ RT: 12(0)/l 0(0) Plate Type(s): E-D 542 0 WAVE VIEW Ver: 17.. 2.01X1 114.21 WARNING** READ AND FOLLOW AL IMPORTANT** FURNISH THIS DRAWING TO ALL a division of any as El 5, TATE OF 0 278 06/ 29/2018 El Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, -, Webs Tens. Comp, A- E 196 -679 5-0 0 -602 E - B 0 -614 C-D 0 -622 INCLUDING THE INSTALLERS ilri Refer to and follow the latest edition of BCSI Polding ringthesefunctions. Installers shall provide te porary uctural sheathingand bottom ghord shall havy progeny lavebracinginstalledalledperBCIsectionsB37or10on the Join Details, unless noted otherwis, kefer to lr any deviation from this drawin.%,an failure to build the in sA seal on this dr wl or Wer.Tifflbility nsioftrussT, c - bilitysoely_ pEftlLoilisign §ho;vin. he ANE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - B (S.Family) /7413 - B (S.Family) -DAVID WEEKLY Truss Label: FGI 3 Complete Trusses Required 2'5" 11 4*9'*11 ZY 11 2'3"15 Ply 3 SEQN: 562270 / T39 I FLAT Cust: RR408 JRef 1Wc84080001 Qty. 1 FROM: CH DrwNo: 180.18.0533.50353 KM t DF 06/2912018 77"10 9111,19 12'3"9 14'9"4 2'9" 15 2'3"15 2'3" 15 2'5" 11 III 2X4 = 8X 14 1112X4 =3X4 1112X4 6 X 8 1112X4 A B C D E F G Loading Criteria (psf) TCLL: 40,00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld- 55-00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24,0 " 14'9"4 4'57 X07 2'5" 11 4*4" 1 4'57 7'5" 14 14'4'*4 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 1: NA GCpc NA Wind Duration, NA Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Nailnote Nail Schedule:0,128"x3", min. nails Top Chord: 1 Row @ 2.00"o.c. Bot Chord: 1 Row @ 12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 2" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 2" Special Loads Lumber Dur.Fac.=1 .00 / Plate Dur,Fac.=1.00) TC: From 50plfat 0.13 to 50plfat 14.77 BC: From 105plf at 0.00 to 105 pit at 0.13 BC: From 5 plf at 0.13 to 5 plf at 14.77 TC: 1107 lb Conc. Load at 1,71, 3.71, 5.71, 771 971,11.71,13.71 TC: 743 lb Conc. Load at 12.79 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. H Snow Criteria (Pg,Pf,n PSF) I Defi/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(L): 0.293 J 604 360 L 4217 73 Lu: NA Cs: NA VERT(TL): 0.513 J 439 240 M 5094 6.0 Snow Duration; NA HORZ(LL): 0.036 A L Min Brg Width Req = 17 HORZ(TL): 0.050 A - M Min Brg Width Reg = 2,0 Code I Misc Criteria Creep Factor: 2.0 Bearings L & M are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.685 TPI Std: 2014 Max BC CSI: 0,826 Members not listed have forces less than 375# Maximum Top Chord Forces PerM Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.996 Chords Tens.Comp.—Chords Tens. Comp, FT/RT:20(0)/10(0) C —0 -D- Plate Type(s): E-- B-, - 5198 0-5044 WAVE VIEW Ver: 17.02.01A.1 114.21 C-D 0 -5297 E - F 0 -5044 z i NT E O vl NORO IlN 0e 5ff( 278 V IV W, 06, 29/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords, Tens, I_omp,-__ L- K 3283 0 J- 1 5343 0 K - J 5297 0 1- H 3577 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Co-mp.,-,— Webs Tens, Comp. L- B 0 -3480 E- 1 0 -446 B- K 2091 0 1- F 1587 0 K- C 0 -654 F- H 0 -3802 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i extreme care in faYcatin nreexremhandling h i§talling and bracing. Refer to ?,nd follow the latest edition of SCSI (Building SCnA)'ng'sa'P,apty'nia" ctices prior to performing these unctions, Installers shallgovide tempera BefetyInformation, bi P1 ani SI. Unless noted o herwise,op chord shall have properl attached structural sheathing and bottom hord shall havy progeXy jidceiliny. Locations shown forrrmanent lateral restraint f webs shall have bracinp installed per BC I sections B3 7 or 10, I , In RZ. _Alp y 'Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Aefer to 6AZorstandardplatepositions. vision of ITW Buildi ornponpnts, Group Inc. shall not be responsible for any deviation from this drawin ag, failure to build the iformancewithANSal1, or or handlinj shippin?, inst llation and bracini of trusssA gal on thl* dr,11whor Cover psuitability Irawlng, Indiesesaccrnc )essoonat Ineerin responsibility solely r1hecle h V, he structure 7.f CoresponsibiTiVolfthe Building Designer par ANs TrPi 11MY this rawingoranysure9 % F%-3Wh'= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 21306 7413 - 6 (S,Family) t7413 - B (S,Family) -DAVID WEEKLY Truss Label: EJ3 13 Loading Criteria (psr) I 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: 11 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 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 92 Dense Sot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 SEQN: 562220 / T41 I EJAC Cust: RR408 JRef: lWc84080001 Qtyi 2 FROM: CH DrwNo: 180.18.0533.49182 SN / OF 0612912018 N Snow Gritera (1, W,, P 1) TD.fl/SI Criteria Pq: NA Ct: NA CAT: NAj PP Deflection in lac 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: 0125 TPI Std: 2014 Max SC CSI: 0.068 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114,21 I 5TAT E OF 11 SIONAIL, 40 278' 4 ! 1 w 06,129/2018 E] T T A Maximum Reactions (lbs) Loc R / U /Rw /Rh IRL 1W B 222 / 43 / 141 60 / 4.0 D 50 /- /36 f- /1.5 C 59 /27 t20 /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 ID Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h dl'shipping, installing and bracinx. Refer to and follow the latest edition of BCSI (BuildingI n 3SafetyInformation, by TPI ng'SgCA I&eiractices prior to perfo ing these unctions, Installers shall provide temporary 38SI. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottv idilinrmanentlatpralrestraintfwebsshallhavebracinInstalledCghoshalIhaproge y 11cLocationsshownfor alled per C I sections B3, 7 or 10, fpte 'y. r IWA%p y places to each face o truss and position as shown above and on the JoinpDetails, unless noted otherwise. Refer to 6A-Z r standard plate positions. a division of I m i, or tor r acceptance structure ructurehis drawinuang, failure to build the onthisdrI ., over page Iq Nn t ability Oqsign §ho he suitability ALPIN E 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - 6 ($Family) 17413 - B (S.Family) -DAVID WEEKLY Truss Label: EJ5 k 2X4(A1) Loading Criteria (psf) 11 Wind Criteria TCLL: 20.00 j Wind Std: ASCE 7-10 TCQL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL:---- 10,00 Risk Category: 11 EXP: 8DesLd: 3-7-06- Mean Height: 21.33 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: L25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 SEQN 562221 / T 17 / EJAC Cust: R R408 JRef: I Wc84080001 City: 1 FROM CH DFwNo: 180.18,0533.49417 SN I DF 06/29/2018 1 Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAj 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): 0.005 C HORZ(TL): 0.010 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.299 TPI Std: 2014 Max BC CSI: 0,234 Rep Factors Used: Yes Max Web CSI: 0.000 FTfRT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114.21 WARNING** READ AND FOLLOW AL IMPORTANT** FURNISH THIS DRAWING TO ALL as ipi i,orfor r acceptance a str.r any 't.'e E] E] A Maximum Reactions (lbs) Loc R / U IRw /Rh /RL /W A 195 / 18 /113 1- /72 14.0 C 91 /_ /62 1- 1- 11.5 8 123 /57 /51 /- /- 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# o\ VATE OF0 278 06/ 29/2018 S ON THIS DRAWING! tACTORS INCLUDING THE INSTALLERS nd bracing, Refer to and follow the latest edition of BCS1 Buddmg rtoperformingthesefunctions. Installers shallgrovide to pora tached structural sheathingand bott(gn, ghord all have progeXy ebsshallhavebracininstalledperCIsectionsB37or10, ibove and on the JoinpDetails, unless noted otherwise, Meter to from this drwin%,any failure to build the peal on this dr wing or aver pa a pq(rjhq.0qsjgn Ihown. he sulability Abill-11 ALP INI 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 21306 7413 - B (S,Family) 17413 - 6 ($,Family) -DAVID WEEKLY Truss Label: EJ5A Loading Criteria (psf! Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: B 37-00DesL : 10.00 Mean Height: 21.33 ft INCBCLLTCDL: 4,2 psf Soffit: 2.00 i i BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bet chord 2x6 SP SS Special Loads Lumber Dur.Fac,=1.25 / Plate Dur.Fac,=1.25) TC: From 56 plf at 0.00 to 56 plf at 5.00 BC: From 10 plf at 0.00to loplf at 5.00 BC: 727 IbConc, Load at 1,06 BC: 723 lb Conc. Load at 3.06 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. 2X4(A I) Ply: I j SEON 502226 / T 12 1 EJAC Gust: R R408 JRef 1 Wc84080001 Qty 1 FROM, CH DrwNo: 180.18.0533.49059 SN / DF 06/29/2018 B 5, ___ -- — ---- i 5' Snow Criteria ( P9,Phn PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL); NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.017 C HORZ(TL): 0.031 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,582 TPI Std: 2014 Max BC CSI: 0.667 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT: 20(0)/10(0) Plate Type($): WAVE VIEW Ver: 17.02.01A.1 114,21 FATE 00 27, NA I r C2 A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W A 1048 1245 14.0 C 579 / 118 /_ B 152 159 11,5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 C Min Brg Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# 06/29! 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re e extreme care in fabricating, handling hinstalling, n tIlingandbracing. Refer to and follow the latest edition of BCSI (Building ten[ V' fety Information, b, TPI an S CA)'n&`sa'fe n iaciii'cae'sphor to perforning these functions. Installers shall provide tempera er B St. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottign Ivy prroge C ghordshallh05d ' I Locations shown for ermanent lateral restraint f webs shall have bracin installed per C, I sections B ly cable. CeXpl,` p? to each face oelruss and position as shown above and on the JoinplDetails, unless noted otherwis6, kefer to is 160A- Z for standard plate positions. a division of ITW Nildi;+omponents Group Inc. shall not be responsible for any deviation from this drawing an u failureto build the conf sincewithNSI11, or for handling, shippin?, instf,11ation and bracini of trussesA sat on this dr wi V, or rer pq 1 4uj&flIfty this nuanceindicatesacceptanceofessionatriresporebill solely lor the ?jsg%n shown. 0 5 InMITIRuilding esigerperANSI/TP C. o thisrawingoranysFrlucturelsK.Oresponsibi?intygo e I I FEW= 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304' Job Number: 21306 7413 - B (S. Family) 17413 Truss Label: EJ7 Loading Criteria (psr) 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 " Ply: 1 1 SEQN: 562222 / T37 / EJAC Cust RR408 JRef: 1Wc84080001 B (S Family) -DAVID WEEKLY Qty 9 !FROM CH ( DrwNo: 180 18 0533,49697 i SN / DF 0612912018 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.49 it TCDL: 4.2 psf BCDL: 5,0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. C 7' Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria I Maximum Reactions (lbs) Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw I Rh / RL / W PE NA Ce: NA VERT(LL): NA B 360 / 58 / 220 / - 121 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 127 / - / 84 / - / 1.5 Snow Duration: NA HORZ(LL): 0.013 D C 169 1 78 / 68 l - t - 11.5 HORZ(TL): 0.023 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES i Max TC CSI: 0.598 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.456 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 1 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 t 14.21 W_- ATER i Pp *•yaw M Ri# 0 2770NA:`,* 06/29f2018 _ WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s req Ire extreme care in fabr cating, handlin shipping installing,and bracing. Refer to and follow the latest edition of SCSI (Building vent fety Information, by PI and SBCA) ,safety practices vpnor to performing these functions, Installerrs shall provide temporarynerettldeilin9nipcaososhawnifortpoefmanenthlateralfestraintlofawtisshallhavEbiraclnagdnslallEdpetsBGSIseGtiansBa3v7 'it 1y icable. A%y plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. f Efer togs160A-Z or standard pate positions. a division of ITW Buildincgl omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build theiconformancewithANSIRI1, or for handling, shipping, installation and bracing of trussesA seal on this dr-1Nring or Cover Ia' this drawingg indicates accep ttaance of ppro essiona n meeringg re puns billt solely for tihne des gn hown. Ttt® sui bil.ty se of this drawing for any structure is the responsibi ity of the Build ng Designer per ANSffTPi t Sac. . P0."h,= r ewcawanr 13723 Riverport Drive Suite 200 Maryland Heights, MO 630< Job Number: 21306 Ply I SEQN: 562227 / T4 I HIPM Cust: RR408 JRef: lWc84080001 7413 - B (SFamily) 17413 - B (SFamily) -DAVID WEEKLY i Oty 1 FROM: CH DrwNo, 180.18.0533,49012 Truss Label: E,17A SN / DF 06129/2018 Ira WA 3X6(Al) Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10D0 Risk Category: 11 EXP: Des Ld: 37,60 n Height: 21,13 ftMean NCBCLL: 10.00 TCDL: 4,2 psf Soffit: 2.00 BCDL: 5,0 p,1 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 I Plate Dur,Fac,=1.25) TC: From 56 pif at 0.00 to 56 plf at 7.00 BC: From 10 pif at 0.00 to lopif at 7,00 BC: 1013 lb Conc. Load at 1,73, 3.73, 5.73 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure, 478 7' 478 2'9"8 7' 471 2 4712 6X6 1112X4 B C 2' 111"4 7- in Snow Criteria (P9,Pf,n PSF) Def11CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0.023 E 999 240 A 1684 1230 14.0 Lu: NA Cs: NA VERT(TL): 0.060 E 999 240 D 1813 /241 1 - Snow Duration: NA HORZ(LL): 0.009 E - Wind reactions based on MWFRS HORZ( TL): 0.017 E A Min Brg Width Req = 2.0 Code t Misc Criteria Creep Factor: 2,0 0 Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.453 Bearing A is a rigid surface TPI Std: 2014 Max BC CS!: 0.625 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSC 0,790 Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:20(0)/10(0) Chords Tens.Comp, Plate Type(s): WAVE VIEW Ver 17.02,01A.1 114.21 A-B 291 -2173 7, 5' AT E 0 40 278", ONAk- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tells Comp. A- E 1916 -242 E-D 1770 -227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens Comp E- B 2073 -209 B - D 280 -2191 061,, 29;2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS JI re extreme care in fa catino, h di h installing and bracing. Refer to and follow the latest edition of SCSI Building 8fetyInformation.b,j`TPI0n S9C"A)n&'.' ATy'n0rartk;es prior to performing these functions. lnstaller shall provide tegpora St. Unless noted o herwir.top chord shall have properix attached structural sheathing and bottomg ords allhavyproge y iidc '11in Locations shown rrrmanent lateral restraint I webs shall have bracin insalledperBC Isections I33, 7 or 10 In e. OZOUlatestoeachfaceotrussandposition as shown above and on the JoinpDetails, unless noted otherwise. keferto a division of I ii 1, or Tor r acceptance r any structurehisdrawingan failure to build the on thi dr wi or iy The suitability . grn Ihon. bfl,ty ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 63041 Job Number: 21306 7413 - 8 IS Family) 17413 - B (.Family) -DAVID WEEKLY Truss Label: EJ7B 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 " 1111111111116LLi 1I1 F-- 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 20.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: not in 4.50 it GC pi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bat 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 -1.33(o 56 pit at 3,00 TC: From 28 plf at 3.00 to 28 pit at 7.00 BC: From 4 pit at -1.33 to 4 plf at 0,00 BC: From 20 plf at 0.00 to 20 plf at 103 BC: From 10 plf at 3,03 to 10 plf at 7.00 TC: 90 lb Conc. Load at 103 TC: 59 lb Conc. Load at 5.06 BC: 119 lb Conc. Load at 103 BC: 50 lb Conc. Load at 5.06 Wind Wind loads and reactions based on MWFRS. Ply: I SEQN: 562233 1 T6 / HIPM j Cust: RR408 JRef: 1Wc84080001 Oty: I FROM: CH DrwNo: 180.18.0533.49822 i SN I DF 06/290018 3' 7' 34' 4X6 1112X4 C D 3' 1"12 3' 1"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE 3' 10"4 7' Defl/ CSI Criteria PP Deflection in loc L/clefl L/# VERT( LL): 0.007 F 999 240 VERT( TL): 0.019 F 999 240 HORZ( LL): 0.002 E - HORZ( TL): 0,004 E Creep Factor: 2.0 Max TC CSI: 0.265 Max BC CSI: 0,237 Max Web CSI: 0.164 VIEW Ver: 17.02.01A.1 114,21 ATE 06 00 278 A Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL 1W 8 468 /114 /4,0 E 309 161 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 E Min Brq Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp, B - C 105 -551 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B- F 456 -78 F - E 473 -75 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - E 77 -495 06/ 291;2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qqqire extremmecareinfa eating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building feInormation,b Y c PlanSBCA) rsaety practices prior to performing these functions. Installers shall provide tempora B Sl Unless noted o herwise.top chord shall have properix attached structural sheathingand bott%rnhord shall havta progeWy aidceilin . Locations shown for permanent lateral restraint I webs shallhave bracinginstalled per I sections B3 7 or 10, e. Aoo v plates to each face oltruss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to Alpine, a division of ITW Building ig, failure to build the j omponpntsGroupInc. shall not be responsible for any deviation from this drrwin,%,an truss inconformancewithANSI11, or tar handling, shippin?, instrIlation and bracing of trussesA V I n th dr I I laihole'sb w A"W.7r.P.Mbility listingthisrawing, indicates acceftance of ),as$ onak line in re. S III . ponsibili solely , ed en jho Id useoethisrawingoranystructureisCoresponsibiTit?oMe ring Desig%er per ANS ITPI 1 ec. . M12"= M" W10" p, 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304, Job Number: 21306 7413 - B (S.Family) /7413 - B (S,Family) -DAVID WEEKLY Truss Label: CA Loading Criteria (psf) TCLL: 20.00 TCOL: 7.00 BCLL: 0,00 BCDL: 10.00 Des Ld 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " V 4"3 L Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 19.99 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 GCpr 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 6 Snow Criteria (Pg.Pf in PSF) Fig: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factor-, Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEQN: 562223 / T43 /JACK Cust: R R408 JRef: I Wc84080001 City 8 FROM: CH DrwNo: 180.18 0533 49292 1 SN / OF 0612912018 C CY) LO V- Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL):-0.000 D HORZ(TL): 0,000 0 Creep Factor: 2,0 Max TCCSI: 0.198 Max BC CSI: 0.025 Max Web CSI: 0.000 VIEW Ver: 17,02,01A.1 114.21 fi,TE 0 4 0 2 7 8 06 29/2018 A 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 req re extreme care in fabricating, handling, higpin, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCefetyInformation, b,I anSBCA) rsae iactices prior to perfoPrning these functions. Installers shall provide tempora bracih per B SI, Unless noted o herwi top chord shall safety proper attached structural sheathingand bott(an hord shall hav%a pro P Locations shown r nent lateral restraintproper) webs shall have bracin installed per 9 lyattachOwdceiliny. Lo 19, rma C I sections B3, 7 to31 , as applicable. Apply plates to each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise. koere, drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build ncq CComponents g failure to build theI omponents Group Inc. shall not be responsible for any deviation from this dr?winj,ansinilcnnnarcewithANI11, or for handlin%shippiny, instfflation and bracini of trussesA gal on this dr wi or iyrrggr billty fuss r ions bill ,ging, indicates acceptance of prod ss onA ?pg solely r t n sho n. is 713ilenguirlesinpq Desig er per ANSI c.2. and rawing or any structure is e responsibi ity of % WISSWI 9-M ITW anuwrc 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 21306 7413 - B (S,Family) 17413 - 6 (S.Famity) -DAVID WEEKLY Truss Label: CJ3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld_i7_0_0 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24,0 " 1'4" Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 20.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design, Yr YJ Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEQN: 562224 / T42 I JACK Cust: R R408 JRef: 1 Wc84080001 Oty 6 FROM: CH DrwNo, 180 18,053149449 1 1 SN I DF 0612912018 3' 31 Def11CSI Criteria PIP Deflection in Inc L/defi L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.225 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver: 17,02,01A.1 114.21 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL 1W 6 222 143 /141 1- 160 /4.0 D 50 /- /36 1- /1.5 C 59 /27 /20 / - /1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Members not listed have forces less than 375# iAT E C3 0 278 /ONAk_ ftk";'M"W#AW 06,29/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa icatin3, handling, shippin,, installing and bracing. Refer to and follow the latest edition of BCSI BuildingfetyInformation, b 'Y EComponent11P1anSBCA) r safety ractices prior to performing these functions. Installers shall provide te9poraerBSt. Unless no x attached structural sheathing and bottrbraciniseotherwise, chord shall have properl C photo shall havy proge yrigidceiling led 0'=s4r ermanent lateral restraint f webs shall have bracing installed per C I sections B3. 7 or 10, ri Locations sh own R as applicable. App y plates to each face opiruss and position as shown above and on the Join Details, unless noted otherwise Refer todrawings160A-Z for 11ndard plate positions. ALRINE Alpine, a division of ITW Buildi rnponprits Group Inc, shall not be responsible for any deviation from this drawinup11;+P u failure to build the Fuss in con rrmanc I 1 1. or or handling, shipping, installation and bracing f I A al on this dr wi g or erp sting this wIni,' with ANSI I nfet 1, LIN "U'l, CtAq desan shown. a sui 13723 Riverport Driveindicatesacceptanceof ) I ssiona 0 Tinresponso i so a, W StilityanduseothisrawingforanystructureisAeoreesponsiblint?i . building Desig2er per ANSI Pit c.2. Suite 200 For more information see this jolb seneral notes page and these wet) sties ALPINE www jlpmeirwcom,TPI wwwIenstorq,SBCA wwwsbctndkjsIrycom.1CC www ;ccs afe ory Maryland Heights, MO 63041 Job Number: 21306 7413-B ($.Farnily) /7413 Truss Label: CJ5 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld— 37-00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " I ply I SEQN: 562225 / T38 I JACK Cust: R R408 JRef: I Wc84080001 6 (S Family) -DAVID WEEKLY Qty 4 FROM. CH DrwNo: 180 18,053149652 i SN / DF 06129t2018 13 1'4" Wind Criteria Wind Sid: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20,99 it TCDL: 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF), Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE A 5* Deft/CSI Criteria A Maximum Reactions (Ibs) PIP Deflection in loc L/defl L/# Loc R 1U / Rw /R,h / RL W VERT(LL): NA B 288 / 49 /179 /- /90 4.0 VERT(TL): NA D 89 1- /58 1- 1.5 HORZ(LL): 0.004 D C 116 /53 /45 /- 1.5 HORZ(TL): 0.007 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 15 Max TC; CSI: 0.264 D Min Brg Width Req = - Max BC CSI: 0.224 C Min Brg Width Req = - Max Web CSI: 0,000 Bearing 8 is a rigid surface. VIEW Ver: 17.02.01A.11114,21 N-. ATE 0 4 0 R\V 00 278 NAC_.,5e 00/291/2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shippin in§talling.and bracing. Refer to and follow the latest edition of SCSI (BuildingtfetyInformation, b Yf E iS!, pPIanSBCA) r safety ractices pnor to performing these functions. Installers shall provide te oraryBin. Unless noted o herwise,top chord shall have proper) attached structural sheathin and bottom hord shall havy prrogendceiliny. Locations shown for permanent lateral restraint f webs shall have bracinginstalled per BC I sections B3 10, rOrdADoVplatestoeachfaceotruss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to' a division of ITW ildin g failure to build theomponentsGroupInc. shall not be responsible for any deviation from this drawinl,anmnapc 'thllx , rwinfINSI11, or for handlia shipping, instpliation and bracing of trussesA seal on thi d g or W.".18bilityIKd ,son n hown. ie o this rawing or any sstructure s a respons4obi?int?ontth".ng.ilding Desigrier per ANSItTP C. Frawmi w , professionalc ihthisindicatesaccaftanceofriiresponsibilitysolelytorthe MITWCIW", 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304" Job Number: 21306 7413 - B (S- Family) 17413 Truss Label: HJ3 Loading Criteria (psf) TCLL: 20,00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 Des Lit 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration. 1,25 Spacing: 24.0 " Ply 1 SEQN 562228 (T7 t HIP_ I Cust RR408 JRef 1Wc84080001 B (S Family) -DAVID WEEKLY Qty: 1 FROM CH 11 DrwNo: 180.18.0533,49651 I I I SN 1 DF 06129/2018 1'1 Qrr1 Q Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.48 It TCDL: 4,2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h12 CSC Dist a: 3.00 ft Loc, from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FTIRT 20(0)110(0) Plate Type(s): WAVE C M D 4,12113 DefI1CSI Criteria Maximum Reactions (ibs) PP Deflection in loc Udefl U# Loc R / U / Rw !Rh / RL 1 W VERT(LL): NA B 164 / 80 1- 14.9 VERT(TL): NA D 69 15 1- l 1.5 HORZ(LL): -0.001 D C 31 l 10 l- l- 1 1.5 HORZ(TL): 0.003 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSi: 0.095 D Min Brg Width Reg = - Max BC CSi: 0.137 C Min Brg Width Reg = Max Web CSI: 0.000 Bearing B is a rigid surface VIEW Ver. 17,02.01A,1114.21 M-. Rs + e+ A t E rt n°"`,!Ak_oz x '% N 06/2yi20I8 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 regtugre extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCamponenJEerylnfarmatlon, byv TTf andd SBCA) far safettyy practices prior to performing these functions. Installers shall provide terilporary bracing per BuSt. Unless noted otherwise,top chord shall hfive proper) attached structural sheathing and bottom hortl shall hay a properly attached rigqid ceiling Locations shown for rmanent lateral restraint f webs shall have bracinc7 installed per BC I sections 63, 7 or t310, as applicabi Apply pplot s to each Face oftr uss and position as shown above and on the Joint' Details, unless noted otherwise. Refer to drawings 16 A-Z for scan and plate positions. Alpine, a division of ITW Buildingq CComponeents Group Inc. shall not be responsible for any deviation from this drawl an failure to build thetrussinc9nformancewithANSUTPI1, or for handlin shippin , installation and bracingg of trussesA seal on this dr wiri or cover page listing this drawing indicates aoceptarice of pro)`essiona en sneering respons7biiitlr solely forth d s pn hon. The suitabilityanduseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesigrFerperANSIfTPISC.j. ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304: Job Number: 21306 7413 - B (S,Family) f7413 - B (S.Family) -DAVID WEEKLY Truss Label: HJ5 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 ' 4/\-tk/n I I 1,10"10 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 20,98 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply1 SEQN: 562229 / T46 / HIP Gust: RR408 JRef lWc84080001 Qty I FROM: CH DrwNo: 180,18.0533.48966 SN / DF 06/2912018 7' 0"2 7' 0"2 Deft/ CSI Criteria PP Deflection in loc L/defl L/ft VERT( L): NA VERT( TL): NA HORZ( LL): 0.008 D HORZ( TL): 0,018 D Creep Factor: 2.0 Max TC CSI: 0A96 Max BC CSI: 0.457 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1 114.21 N-. JE 4 N. # 0278A 06/ 29,,2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS LO A Maximum Reactions (Ibs) Loc R / U /Rw /Rh IRL 1W B 238 l 104 / /4.9 D 124 2 / 11.5 C 70 /27 /- /1.5 Wind reactions based on MWFRS 6 Min Beg 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 375ft re extreme necare in fa catia handling, shtppin,, installing and bracing. Refer to ?,nd follow the latest edition of SCSI Building efetyInformation, byy;Plan SBCA) I r sa e, th ractices phor to performing these unctions. Installers shall provide to pora JINS1.71'ess noted o erwise,top chord shall h ve properly attached structural sheathingand bottwn ghord shall haviglq progeWy 11ideIiLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperCIsectionsB3or10cAllpinpYyV,, Iates to each face oiruss and position as shown above and on the JoinDetails, unless noted otherwise. keferto' IA-Zfarstandardplatepositions. 6 iPi 1, or tor r acceptance r any structurefailureto build the I or ' Ci' "sp n. he .18tility 1441111", ALPINE TW 0*my 13723 Riverport Drive Suite 200 Maryland Heights. MO 6304 Job Number: 21306 Ply: 1 SEQN: 562230 1 Tit I HIP_ Gust: RR408 JFef: 1Wc84080001 7413 - B ($Family) 17413 - 6 (S.Family) -DAVID WEEKLY Qty 2 iFROM CH DrwNo: 180.18.0533.50228 Truss Label: HJ7 KM / DF 06129/2018 5*3"5 9110,11 5'3"5 4'6"12 12 23'3"3 4,24 2X4 C B 73 A F E 4X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL1 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0,00 Soffit: 2.00 Load Duration: 115 Spacing: 24.0 " j-- 1,10"10 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height 21,48 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: NA GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 9'6" Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FTIRT:20(0)/10(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O. 162"0.5") toe -nails at top chord. Provide (3) 16d common(O. 162"x3.5") toe -nails at bottom chord. El Defi/CS1 Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 C 999 240 VERT(TL): 0.038 C 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0,007 F Creep Factor: 2.0 Max TC CSI: 0,533 Max BC CSI: 0,489 Max Web CSI: 0,289 VIEW Ver: 17.02.01A.1 114,21 VAT E OF 0278 SION A\, o 06/29/2018 M A Maximum Reactions (lbs) Loc R /U /Rw /Rh IRL /W B 398 / 97 /- /- /- /4.9 E 352 18 1- 1- /1.5 D 215 / 108 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 15 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens,Comp, B - C 212 -569 Maximum Bot Chord Forces Per Ply (lbs) Chords-Tens.Comp. B - F 532 -186 Maximum Web Forces Per Ply (lbs) Webs---Te-ns,Comp, C - F 201 -578 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T irere extrome care in fa catiq h cll' h installing and bracing. Refer to and follow the latest edition of BCSI Building Coc onen faty Information, b,`VPI an SEnA)'nV.0y'n?ractices prior to per0ming these functions. Installers shall provide te9pora b in per 8 . Unless noted o henNi e,top chord shall have properix attached structural sheathingand bottom ghord shall havy progPyaftchriidceiling . Locations shown lorrmnanent lateral restraint f webs shall have bracing installed per BC I sections 63, 7 or 10 trussasapplicable, Apply ,.Iates topate face ci truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings16A-Z for s andard p ate positions. Alpine, a division of ITW Buildin failure to build the t I ,;+Romponpnts Group Inc. shall not be responsible for any deviation from this drawintaninconrmancewithANSI11. or or handlinj shipping, installation and bracing of truss,:A ?eal on this dr wi V, r geitsplisting 0 he g&,flityIstingpigineeringresponsibilisolelyforInihon. d 2 this Framdrig, Inclicales acceptance 9figroessiona de an so o this rowing oranysructurais eresponsiLitycifthe uildingDe the 1 c. r ALPINE MOW IX1~ 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Commentary; Camber may be built into trusses to compensate for the vertical deflection that results from the application of toads. Providing camber has the following advantages; Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Deflection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Tvoe /D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof rudelines at the transition from the gable to adjacent clear span trusses. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shalt provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) 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 shalt also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load The amount of camber Is dependent on the truss type, span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note, Th e considerably less than codes may exist that require exceeding these t recommendations, or past experience may warrant using more stringent limitations. ANOWN06OW WM ASV fU.LW Att W= ON M= MWM erolTAtrr.. fU1pLi Ttii simsrsvna To ALL coaaleToa iipi TiE 1aTALtoa Tresses reaiJre exirww care In feb lcatlro bwhdng, who R.Per fobse the mass .aeon of tell W3V CwnpswM sar.qt. "a., 'L, Tn° w rar e 1 s WATE REF DEFLEC/CAMB DATE 10/01/14 vracltas wr'br to Perfw *V these iv,cuon& bvtalers ~ WvAk ice,-,...r,^., war bidess rated oHsrsW, tap chw'd sloe hove prep" attached S*VCV I aM at" haw a frop.riy attached r+ld = L 41" siww far perwwwni lateral reatrabe of DRWG DEFLCAMB1014 11 1LlNi ill_. IJr IUI she6 hew edrtatMd ver eecroww aa. 17 err i1O, as h py ppG..s tO a O trwa ae+d oa show+ above and an the .kinf W." . u ." OVh.r.W. # Refer io dire VAa-Z fsO drrshtoandard plat. ',r t; 1, tI- J ('}{j 0} OO rV AN FTWCOMPAW rpamirnw. a a this of t aid t ,f* .ncs am Ais7rnt ,-WNW, aivmp A Sam an tit dreoft ar cawv' WOV Oft draMV, Indicates acce"ence of prvfegleW t'+(• dam*( t»tlaledY* s y 1fd, " J( i , 13723 R, e1p 1 D7 n lwwa 7hR WtabYtT' ease +w W *ft dr'a.ifiz jnft J {ej +Ili* aM S A.2W fo wq Y e reapanslYty o#f indinO isa4 pr htt47/Tpi 1 YecB J_i tea Maryland Hasghis. MU 83043 far wars Marwavon se. it" JWS penwvi notes and 'these -6 ekw ALPDW, anolwine te=ft TPb ..r tpYu't.a'W ACM ED se.Jccsafeorp fifi 1 t I STRGNGBACK BRIDGING RECOMMENDATIONS 1 BUTT STRO iGBACK BRIDGING T13GETHER 4' 0, ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRGNGBACK BRIDGING MEMBERS F[Nt AT LEAST ONE TRUSS SPACING STRGNGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred ATTACH STRGNGBACK TO WEB W/ (3) 10d COMMON.. 0148'x3') NAILS OR 4) 10d BOX/GUN 2) 10d COMMON (0148'x3.0') OR BOX/GUN (0128'xlV) NAILS AT TIN' AND BOTTOM OF 2x4, SCAB-13N BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3A') NAILS OR (4)10d BM/GUN (0128'x3.0') NAILS. attachment methods ONGMK BRIDGING R RE NTS W re red 20I I ra (it cmkr of rills at V3 49' rm at W of STRGNGBACK BRIDGING ATTACHMENT ALTERNATIVES if am- All scab -on blocks shall be a minimum 2x4 stress graded lumber.' am -Ail strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' op -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.) op -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). I L3 1 L_ I IJe--lUi AN ff W CO4aM MNY es n13723R,po+t 0—"* Suite 2J0 M,ry ,s #teKJh15, Mo 63o4s MVMMo. WM me faiov N1 Won M M xa"VM orMMT fteaM nes AIWM m "tL CONTRAMM DELUM fi nc MUNAMM T— regw" #.tr— car. h fabric *Vippip, Yrta11Yp aM s, eefH' foible it. a.t..t .*"- of ecu MA&V Ccvw-,t sd.ty L+iarnatlon, br Tp1 and &. far a -d f ,." t— porery Draq p pW noted oth.rsbe, tap clod s/r" 1,ow w'•p•'iY nstach.d sirucSuroi M.a4hi r and p1ni1 hnw . prop.Ny attadvd Np4i c#attp ocatbr Mo.n fa, p.r wrnt iai.ral r trako Of nnre troUp s siWird aer 7 3 ectbam the nor VO S, rov:y f+axe# to ..e, to Ow tbW-z for standard Pb V .eftwtom+de}yWod W a qwn —b and on iM JoY+t Hetdt#. noi.d otlrrM, NOw. a WW- a M surer., Canpalent. (rpp Inc..r,a" not br reapane6i. far vq lids drably " fades m bled the *_ b oriwnc. aiM AN&V 11, ar far MMY avt.aation t W—tv of *n Seek am e_ 9 1M 9.f r.ir Nm/3T! 1 SKLA' for non Marnatbl >w. tt+i. job's eelr+'a: notes and tixw .e# Nte Lfs6 Tib .ss.tobsrtarra sec+. soni seeJwafeon d 9f 4 j fir,° '"•.;4 oF( ,f•'* '. ai •+#saa:'e• l'f f(j rfxliu+ l C*I t PSF tl, D I PSF PSF PSF LD, PSF A REF STRGNGBACK DATE 10/01/14 DRWG STRBRIBR1014 UR FAC, 1,00 SPACING CLR Reinf orcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes, This detail Is only applicable for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4GV 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's seated design. ii0 Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement or T-Reinf. L-Reinforcertenti or L-Retnf. Apply to either side of web narrow face. Attach with 10d (0328'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf, L-Reinf. Scab Reinforcements Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. M Scab awvAoam.. X" An fusov ALL Nnn of TM MWM PSF REF CLR Subst. Lw . rwyAur. fM 76 BAvM M ALL ®rralaora sat. 7K VWNAM Trussts rtgdrt txtr tort h faaa. fabrlcathy lara ro iM Laastaa sh pi p hssoa and Rtftr ++ r C D PSF DATE 10/01/14 V chwd ~fhow prop"+°t °' °E 4V IPSF DRWG BRCLBSUB1014 da0 haw a yropw4y attadad X u I. Vww sh t far per"Wwm latyamt restroht W i rWB te 7b. sac_W — ah. jdMt ?Det" .°mt,`tosa'otlrr+w t° "e9 r / y '. fit;+ [ ++++ g° PSF Wtr to = %O Z faur *ta i d"P. Watt ParFlk L/ • , ,.J :t 1 f to U" arb"nonO.vM ANSLI L w fw ha'ndit, ' +a s+*+ ' LD. PSF AHrtw(rx ads sY+ hstWWtlan a bradp of tr..sa. {1l A scot on L11s tamp sr rnvtr wsgp rids NvtYp. hrutts ampisnn Py Pj (l33 J yV 13723 R —pM ouve fare,. ar ,a.. n» waeu+y w .. ar x+a rr..hy s ce DLR. FAC. So.2ao 7Wro 1k+10na' P.' A16i/rr! 1 3tta Ma,yi- O neghls, MO 63043 AL9Em T" VkWI. W SW* 4W = f—V lifi 7R SPACING z z Cy I Q L j I-- ry d C J a- 0 z ry LLJ Q J LLJ o z u) m c III z cn z LLJ LLJ ry z F Q ry C 3 z LLJ Q ry o LL 0 z o Q z c Li LL1 = ten VQu Ii 0 z Lil ii n _ Li ry LizLlio LtJ Z LLJ z d d Cy L j L lO > Q o Li ry I— LLJ Z < n _ WLi z i Z c,n Lu or I- Uy <i U) LIJ ry LIJ U} o z o LJ w r' 'E 4'4•__--- 6'4. 19'4" F06 1ST FLOOR TRUSS LAYOUT i a 4'4" —6'4" 2 IN' D 941 9-4- WORD (170PY FLOOR TRUSS LAY T - 8- 300 SHINGLE LOADING 139 m.p.h. WIND i2 EXPOSURE B 4-3/16" HEEL I BRG. 16 RHANGOVE" PLUMB CUT TYPICAL TRUSS END BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 7) HUS26 10) THA422 19'-8" HEIGHT 0'-0" HEIGHT 0'-0" HEIGHT COTE IT IS THE RESPONSBILTY OF THE BUILDING DESIGNER ON ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LMTED TO THOSE DESCRIBED IN WTCA 1-1995 DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W A R INH N G CONVENTIONAL. FRAMING, EREC71CN AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE GUIDE TO GODS PRACTICE FOR HANDLING, INSTALLING RESTRAINING h BRACING OF METAL PLATE CONNECTED 4 ,,.. )RV ,,,% TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL 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. r CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7413 — B L07/BUK/SUB04V LOT 14 REAGAN POINTE SCALE DATE IDRAWN BY JOB NUMBER 28-18 JCRH 121306 FOUNDATION SURVEY 4 LEGAL DESCRIPTION: LOT 14, 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 PERFORI'ANG A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY 0R'4P4VVV FEMA GOV THE PROPERTY APPEARS TO BE LOCATEDIN ZONE XTHIS PROPERTY WAS FOUND IN CITY OF SANFORD , COMMUNITY NUMBER 120294, DATED 9/28/20Q7 CERTIFIEDTO: DAVID 4EEKLEY HOMES Ll S 40' 51'28" W L2 S 40' 51'28" W 79 0' 9' O'g, 061 00co 79 I ISSS 0, 41 9a 01 06, IS 10, FAQ Site Benchmark Information- 1 c, 1- C Found Nail D-'1_8 7623'i,, Pavement Elevation: 51 59 sae 2 Found Nab & Disc (No ldennFlca6onl in Pavement 51 54' Benchmark Information - Seminole Coun Control Point GPS N..o 0117, Designation 488^20117 Elovatim a 45 350' Elevations are based upon NAVID 88 Datum) Revision. Foundation Survey - 04/25/19 - BMJ I Date Comoleted, 'W25i " Drawn By— Logencl- C G* W.w 0-- C.— Netv_k NC pq p, 1'11- 1 of& 1,i" F*-(Ofcm C_ w. k'__ POO Pont .fgq-vq OL 0-- g. Rf- L-1 LMA U.— 1.0-1 t p H- H— 11 11- 11". R.,, 4&C414 R.& Can RecoveredL L. 1191i, Rid I. Koolaulau S. , N3 c N. & j R lyp Cp 1's 162X i 0.8 of" 1. I— Ahty L.— p a plat a.'* Q 00iC.." A.097 rot flemra otheew,re notes. 4xaeon DR AWAY OvLR Wt' "I AS- NIL 14' Am 6. (MtMj 8' *1C"E$ Q'6Q3_F C"A'E'6:4 E 8 4 40,00'(P&M) 150. 48'( P) PC Located On Tract "A" 11 xv #2 P p, N INE Gra2hic, Scale 26' Scale 1"=20' 3, -" '- 111- 1 C-1 '. ft 8- 10 - K-- 1. 6.0 1,- 4,5? 177p7 rk-. Inland k Associates Suncong, Inc, 800 Currency Circle I Suite 1020 lake Mary, Florida 32746 wwwLtelandsurveying.war, Office-407.678.3366 Fax,1107, 320.8165