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2814 Gipper Cir 18-2680; NEW SFH6ANFO0 Building & Fire Preventioti DiviNion RD PER.11ITAPPLICA TIONUN '4' t, R T V 7 Application No: 1Z 6:1 Documented Construction Value: S '29(g24 3.00 Job Address: 2.!a I q (--i 2ete— CA NE Historic District: N'esl:]No7v Parcel I D: 22-20-30-520-00-300- (:) 2 -- 0 — 9-N- 0, Residential 7 Commercial Type of Work: NewFv-]Addition[I Alteration7 Description of NVork: Single Family Residential iro Demo Change of Use E] Move M Plan Review Contact Person: Tracy Wiggers I Title: Project Coordinator Phone: 407-865-8208 Fax: \.../ Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD Resident of property? City, State Zip: HOUSTON, TX, 77055 Contractor Information Name Casey Dare Phone: 407-865-8208 Street: 213 Majestic Eagle Drive Fax: City, State Zip: PoOnte Verde, Fl, 32081 State License No.: C BC 1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 ot1035 Greenwood Blvd. Suite 173 Street: Fax: City, St, Zip: Lake Mary, Fl, 32746 E-mail: admin@montaconsulting.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNEW YOUR FAILURE TO RECORD NOTICE OF CONI.NiENCE.NILN"l,NIA)'RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONIMENCEMENT MUST BE RECORDED. AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT VVITH YOUR LENDER OR AN XTTORNEY 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 re(Tulating comm-tiction 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: 6" Edition (2017) Florida Building Code Re\ i.sed: JamiaiN I . 20 1 -s 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 stay be additional permits required fiom other governmental entities such as'kater ntanag,emcnt 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 ? 13. The City of Sanford requires payment of a plan reviekk fee at the: time of perriut submittal. A copy of' the executed contract is required it) order to calculate a plan rc iew char,e and wilt be considered the estimated construction value of the ,job at the time of submittal. The actual construction value will be fi.!ured based on the current IC'C Valuation Table in effect at the time the permit is issued, in accordance 4vith 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. O\N' *ER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com0ance with all applicable laws regulating construction and zoning. 4S.4'rnature 01 O'tttr ."enter ` Date SMnaaur of o zttauor%Agent Date Print Utcncr AucnE ainc Pant Contract( `vgc `lame 7 t` Signature hrota v-Stag t 'fri ` Date Sienau o Notat -S fVionda Data TPA& LEE WIGGERS Y LEE WIGGERS otary Public - State of Florida t• t'. . r,.. 'otary Public - State of Florida Commission # GG 161615 Commission # GG 1fi1813 ll ' My Comm. Expires Nov 20, 2021 4 My Comm. Expires Nov 20, 202 t Owner'A ell "I's't`.... t"P. < : e or Coat ct`Cri1Anta4!odtnto4gn F a!atttatxtha4 K )\,vn to Mc or Produced D ype of ID Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building-2 Electrical [ Mechanical =— Plttnibing© Gas Roof [ Construction Type: Total Sq Ft of Bldg: I 31 I Flood Zone: ? rr„2 k` C -7-two Min. Occupancy Load: k L4 # of Stories: 2- Occupancy Use: New Construction: Electric - # of Amps Hire Sprinkler Permit: Yes No [2r # of Heads APPROVALS: ZONING, UTILITIES: : ENGINEERING: ! T. 1 `I FIRE: COMMENTS: ____ Ok to construct single family home with setbacks and impervious area shown on plan. / , 1 S" Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: sr Rev ised_IamIary I 't315 Permit Application CITY OF ORD"' 2018 FIRE DEPART?,ENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Chi 2e 0 9-c L Historic District: Yes[-]Noz Parcel ID: 22-20-30-520-0000- ResidentialD Commercial Type of Work: Newt AdditionD AlterationEIRepairl—I DemoF]Change of Usee) ElMove Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Title: Project Coordinator Phone: 407-865-8208 Fax: Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD -_ Resident of property? City, State Zip: HOUSTON, TX, 77055 Contractor Information Name Casey Dare Phone: 407-865-8208 Street: 213 Majestic Eagle Drive Fax: City, State Zip: PoOnte Verde, Fl, 32081 State License No.: . CBC 1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 Fax: City, St, Zip: Lake Mary, Fl, 32746 E-mail: admin@montaconsulting.com_ Bonding Company: tl Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code Revhi ed: Jatmaqv 1, 2013 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 pen -nit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be CI-Qured 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 comoiance with all applicable laws regulating construction and zoning. 44efiatureDate ignature ofYractor gent Date IN Print Owner, Date Print Date Y LEE VVIGGERS Y LEE WIGGERS otary Public - State of Florida INO 0 otary,Public -State of Florida Commission# GO 161813 • s, I Contci My Comm. Expires Nov 20,2021 J. My Comm. Expires Nov 20,2021m• Commission # GO 161813 t Owner/A en 0 e or &1A111;Knt*%W th-ughJkb"tMXJ?p'* I k3 Produced D — Ty—pe—of f — , . Re 6T FD BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: Buildingn Electrical MechanicalE] Plumbingn Gas[] Roof n Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF1 No D ft of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] NoF] UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2013 Permit Application CITY OF S,k 4FORD 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: 2814 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0270 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: FE-1 New structure F-1 Existing Structure (pre-2007 FIRM adoption) Fj Expansion/Addition F-1 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 0 S01'N'WMINI , N11,11,1111, ffim11,11111101"N'1110' i, gkt' 77777, '77,7777777, 777 7777, Flood Zone: 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: Fj The parcel is in the: El floodplain Elfloodway E] A portion of the parcel is in the: El floodplain El floodway FEW The parcel is not in the: FEW floodplain E]floodway The structure is in the: F-1 floodplain Fj floodway The structure is not in the: F-1 floodplain E] floodway If the subject property is determined to be flood zone 'A, the best available information used to determine the base flood elevation is: BP#18-01( -? C. Reviewed by: Michael Cash, CFM Date: June 14, 2018 SaNFoRD 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 8 driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey.. site plan or plat clearly identifying the itnow.marsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call betm ym dig. 1. Project Location/Address: `-__."'1"! "'' 2. Proposed Activity o Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: SFR This application Wsubmitted-by r Signature: Address: 2T31Aajest1iagle Homes Phone: ( 407) 865-8208 Fax: Print Name: Casey Dare Email: cdare@dwhomeS.COm Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or 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. X Signature: Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: and uncle `stand the above statement and by signing this application I agree to its terms. Date: i" l 7 This permit shall be posted on the site during construction. Special Permit Conditions: Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: November 2015 ROW Use Driveway.pdf LIMITED FONVER OF ATTORNEY Altamonte Spri igs, Casselberr,%, Lake 'NUrN, Lc np%ood, Oviedo, Sanford. Sernincle Ccup..t-,. Winter Sp.-inas Dat4 etch•\ ,lar.4 and a,pVi?1t ('— all aCt2t oti io be mV' ,t.\V ttl atto2ile!-ln-f 3Ct to d t i01 me EL at i' for, reCelpt `or. f4,r anJ de a;'. l'. ncce are iti this a, o:r.tmcnt i'Or (check on!-, one option): Vperm its and a,p i,:atioms suhmit ed h ' t!:is cat tractor. The speciCic pc -mil and application for N> ork located at: Eypiration Date For This Umited Povver License }; older Name: S,, ate Llc 2nse \Luber: Signature o'License H ST lTE CIF FLORID:1 COUNTY OF` .... tom` The foregoing instrument \.xas ackno\\!edged before me this da'. ho is p frsonally kno"N ir.w tr;e or va ho has produced as idenu f tcation and \a ho dad did n t\ otary Seal? Print or Type Name c>, ar: Pubii~ _ Stat o{ Pv Conimission E\pires RACHEL BLACKWELL tiotary': G c State o` Flptiva M • , vim T.!$S Qf R VC-. O E676 z, Gi Comm :xaires tar 232, REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Pro . ect Address: I k er"_CA eu__E Buildins7z Permitl_r: Electrical Permit In consideration for authorizing the appropriate utility company to cnergize the facility, Nve a(irce vvith and understand the following: 1. The facility will not be occupied until a certificate of occupancy has, been issued, 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damaoes or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all Such damages and costs, including attorney's fees. 3. The building or Structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the ar:m 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-pox%cr. Casey Dare Casey Dare James J. ALanier Prig Name oft wiler,,"Tenant Pry'1'T)N#nQ Of General Contr. Print Name Of Elect.Contr. Signattrr iofOwner/Tenant&41:17 1 ture oi*neril Contr. `Signature'of Electrical Contr. CHAD W COWDERY My COMMISSION# FF985918 EXPIRES April 25, 2020 S-iTnature of N& Public No4171,1;R11"!k eul or Stamp — JURISDICTION EMI'LOYEE NA,14E, JURISDICTION. ONFILD zi Progress Encrov J Florida Power & Light on ACCDIIIRE CERTIFICATE OF LIABILITY INSURANCE DATE(MM'DD`YYYY) 2126/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on PRODUCER Ashley Cary Arthur J. Gallagher Risk Management Services, Inc. PHONE 713935 8811 W - ' FAX- fxtl _W , 713-358-5713 1900 West Loop South Suite 1600 E-MAIL ashle ca a ComADDRESS: Y-_ ry@ jg _ Houston TX 77027 INSURER(SJAFFORDING COVERAGE NAIC N INSURER A.Old Republic Insurance Company - 24147 INSURED----- Weekley Homes, LLC INSURER C 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D INSURER E ; INSURER F -. rr %/P0AnPQ r9=0TIFlrAT9Z NI IMRFR- 10F;?R41 ORR 01=%1I1ZInM All IAARFA- 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. IN SR —-.---.-.b6C-SURD•---------------.-.. POLICY EFF T POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER '.. MM14D/Y1'YY MM(DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY OCCURRENCE. $ EACH CLAIMS -MADE OCCUR PREMISES 'Ea MED EXP {Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER '... GENERAL AGGREGATE $ PRO-- POLICY JECT LOC PRODUCTS - COMP'OP AGG $ OTHER: A AUTOMOBILE LIABILITY MWTB312417 '. 3/1/2018 i 3/1/2019 IN ! L UMIT$ a accltlent+ _ 1.000 000 r.._..—. X ANY AUTO BODILY INJURY (Per person) OWNED SCHEDULED I ` AUTOS ONLY AUTOS BODILY INJURY 'Pet accidenC $ HIRED NON•OWNEDXX PR --- --vIAG- PROPERT—I` OAtF_- W AUTOS ONLY AUTOS ONLY iPer accident J X ,$250 DedComp 1 X !;$500 DedCDl1 UMBRELLA UAB OCCUR ! ! '... EACH OCCURRENCE : $ i EXCESS LIAB CLAIMS -MADE~ ] AGGREGATE $ DED ':. RETENTION $ A WORKERS COMPENSATION MWC31241800 3/1 i2018 3/1t2019 X I PER : OTH^ AND EMPLOYERS' LIABILITY YINN ';, i TE STATU,_ _Eft 1, 000.000 ANYPROPRIETOR!PARTNERIEXECUTIVE EACH ACCIDENT nFrICERiMEMBER EXCLUDED? ;, N / A E- L- - — Mandatory in NH) E.L. DISEASE EA EMPLOYEE $1,000 000 i If yes describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT, $1,000 000 I I I DESCRIPTION OF OPERATIONS t LOCATIONS t 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 CERTIFICATE HOLDER CANCELLATION City of Sanford 300 N. Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF !' ! + DEPARTMENT OF BUSINEssAND PROFESSIONAL REGULATION CONSTRUCTION INDU5TRY=LICENSING BOARD r_ ,_ ,,. C THE BUILDING CONTRACib HEREIN"IS CtRTIFIED UNDER THE PROVISIQhI OFs HAO R"48'9 FLO 10AsSTATUTES E,ASY / T M1f1E1'HCJ ESx Wm-, t,t EXPIRATION -DATA-` UST 31, 2018 Always verify licenses online at MyFloridaLicense.com 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. Leval Department David Weekley Homes May 16, 2018 RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area To whom it may concern: Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando Area, namely: Shad Tome Brent Bartholomew Brannon Riley Larry Buffington Casey Dare John Woods Austin Lewis Regards, oh BurchfieldB Ge erBzul Counsel AtIanta I Austin 4 Charleston f Challorte Chicago o Dalla,,,Tt.Vorth , [)enver Greater Hilron Head Hottsron - lndianq,(,Ii,, Jacksonville I Minneapolis/St. Paul o Nashville - Orlando Panama Ciry 4 Phoenix Ratei,:h > Satt Lake City San Anionto 6 ',,nrasoro i Tampa I Witi-nington Revision 1 Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Z2= Project Address: Contact: —iI2-i2)C- -A -c— Ph: 20 Fax: CJDH Trades encompassed in revision: General description of revision: Building Plumbing zn13 Electrical 1: 1 Mechanical 13 Life Safety 0 Waste Water Department El Utilities El Waste Water El Planning 0 Engineering 0 Fire Prevention El Building ROUTING INFORMATION Approvals 5F I -. I - is KL(_ OKL)'t_ FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot27ReaganPointe751 OCN Builder Name: David Weekley Homes Street: 2814 GRIPPER CIRCLE Permit Office: C_\ City, State, Zip: Sanford , FL , 32773 Permit Number: 1510 5/4 Owner: D " Jurisdiction Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a, Frame - Wood, Exterior R=19.0 1413.00 ft2 b, Concrete Block - Int Insul, Exterior R=7,0 1101.30 ft2 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=13,0 358,56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10, Ceiling Types (1430.0 sqft,) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft2 6, Conditioned floor area above grade (ft2) 2188 b. Knee Wall (Vented) R= 19,0 43.00 ft2 Conditioned floor area below grade (ft2) 0 c, N/A 11, Ducts R= ft2 R ft2 7. Windows(348.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437.6 a. U-Factor: Dbl, U=0.34 268.35 112 SHGC: SHGC=0.30 b. U-Factor: DbI, U=0.55 80,00 ft2 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40,0 SEER:14M c, U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.481 ft. Area Weighted Average SHGC: 0,330 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sqft.) Insulation Area EF: 0.940 a, Slab -On -Grade Edge Insulation R=0,0 917,00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 787,00 ft2 None c. other (see details) R= 470.00 112 15. Credits Pstat Glass/Floor Area: 0,159 Total Proposed Modified Loads: 71.72 PASSTotalBaselineLoads: 72.66 1 hereby certify that the plans and specifications covered by Review of the plans and I'KE Srjj"' this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. z *46 0 PREPARED BY: Before construction is completed DATE: _51,30/18, this building will be inspected for compliance with Section 553.908 C4 Florida Statutes. I hereby certify that this buildi as designed, is in compliance the Florida Energy Cod 00with w-E OWNER/AGNE N BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3,2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 Ff*QTkTjj.-7'Z,r1Nj5 MI PROJECT Title: Lot27ReaganPointe7510CN Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2188 Lot # 27 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2814 GRIPPER CIRCL Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 975% 25 % Winter Summer Degree Days Moisture Range FL, Sanford FIL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2188 19994,6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 917 8555.6 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1271 11439 No 1 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 95 ft2 13 0.3 0 01 2 Floor over Garage 2nd Floor ---- ---- 375 ft2 13 0.3 0 07 3 Slab -On -Grade Edge Insulatio 1st Floor 118ft 0 917 ft2 0.4 0 0,6 4 Floor Over Other Space 2nd Floor ---- ---- 787 ft2 0 0,32 0 0,68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V 9 Type Materials Area Area Color Absor. Tested Tested Insul, deg) 1 Gable or Shed Composition shingles 1462 ft2 230 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V# Type Ventilation Vent Ratio (11 in) Area RBS IRCC 1 Full attic Vented 300 1387 ft2 N N 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 rel" UMEM0161KIMA CEILING ff Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 130 ft' 0,11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft' 0.11 Wood 3 Knee Wall (Vented) 2nd Floor 19 Batt 43 ft' 0.11 Wood WALLS Adjacent Width Height Sheathing Framing Solar BelowV,Cavity Ornt,, To Wall, Type,R-ValueSpace Ft to Area R-Value Fraction Absor, Grade% 1 SW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft' 0 0.23 0,6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft' 0 0 0.6 0 3 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0,23 0.6 0 4 NW Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft' 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft' 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1st Floor 7 38 6 9 4 359.3 ft' 0 0 0,6 0 7 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0,23 0.6 0 8 SE Exterior Concrete Block - Int Insul 1st Floor 7 20 0 9 4 186,7 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358,6 ft' 0 0.23 0.01 0 10 NE Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 ft' 0 0.6 0 11 SE Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 933 11:2 0 0.6 0 DOORS Vff Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 8 213 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang ft Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening l SW 1 Vinyl Low-E Double Yes 0,34 03 IN 3,0 ft' 1 ft 4 in 0 ft 10 in None Exterior 5 2 SW 1 Vinyl Low-E Double Yes 0.34 03 IN 20.0 ft' 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 3 SW 2 Vinyl Low-E Double Yes 0.34 03 N 24.0 ft' 1 ft 4 in 11 ft2in None Exterior 5 4 NW 3 Vinyl Low-E Double Yes 0.34 03 N 36.0 ft' 1 ft 4 in 3 ft 5 in Drapes/blinds Exterior 5 5 NW 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 6 NE 5 Vinyl Low-E Double Yes 0,34 0,3 N 31,0 ft' 1 ft 4 in 1 ft 2 in None Exterior 5 7 NE 10 Vinyl Low-E Double Yes 0,34 0.3 N 213 ft' 15 ft 4 in 1 ft8in None None 8 NE 6 Vinyl Low-E Double Yes 0,34 03 N 16,2 ft' 1 ft 4 in 11 ft 2 in Drapes/blinds Exterior 5 9 SE 7 Vinyl Low-E Double Yes 0,34 03 N 41.3 W 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 10 SE 8 Vinyl Low-E Double Yes 0,34 03 N 54.0 W 1 ft 4 in 11 ft2 in Drapes/blinds Exterior 5 11 SE 11 Vinyl Low-E Double Yes 0.55 0.43 N 80.0 ft' 6 ft 6 in 0 ft 1 in None Exterior 5 12 NW 4 Vinyl Low-E Double Yes 0.34 0.3 N 6.0 ft' 7 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE V9 Floor Area Ceiling Area 375 ft2 375 ft' Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 64 ft 91 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000406 CFM 50 ELA EqLA ACH ACH 50 23327 112806 240.84 .3653 7 HEATING SYSTEM V# 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF: 8.2 41 kBtu/hr 1 Ducts sys# 1 COOLING SYSTEM V # I System Type Central Unit/ Subtype Split Efficiency Capacity Air Flow SHR Block SEER: 14 40 kBtu/hr cfm 0,75 1 Ducts sys# 1 HOT WATER SYSTEM ft I System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0. 94 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume ft2 FEF DUCTS 1 supply ---- Location R-Value Area Attic 6 437,6 ft Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handier TOT OUT ON RLF Attic 109.4 ft Proposed Qn 2nd Floor --- cfm 131.3 cfm 0,06 0.50 HVAC # Heat Cool 1 1 5/ 30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooln Jan Feb Mar Apr Ma Jun JulAug Sep Oct Nov Dec Heating nJ Feb Mar AApr ay JunMayjXj Julugil SepXl Oct NovHX DecXjVentinJanFebMarAprMayJunJulAugSepOctNovDecThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 a 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/ 30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 Section R405,4,1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7, Windows— Description a, U-Factor: Dbl, U=0.34 SHGC: SHGC=0,30 b. U-Factor: Dbl, U=0,55 SHGC: SHGC=0,43 c, U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b, Floor Over Other Space c. other (see details) 2814 GRIPPER CIRCLE, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a, Frame - Wood, Exterior R=19,0 1413,00 W b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 W 1 c. Frame - Wood, Adjacent R=13.0 358.56 W 3 d, N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1387,00 ft2 2188 b, Knee Wall (Vented) R=19.0 4100 W c. N/A R= ft2 Area 11, Ducts R It' 268,35 ft2 a, Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437,6 80.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 40.0 SEER:14.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 41.0 HSPF:8.20 3,481 ft. 0.330 Insulation Area 14, Hot water systems Cap: 40 gallons R=0.0 917.00 ft2 a. Electric EF: 0,94 R=0.0 787.00 W b. Conservation features R= 470.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy say? features which will be installed (or exceeded) r'yinthishomebeforefinalinspect; therwis , a new EPL Display Card will be completedna cam C! nt e t based on installed Code tfe ures. Builder Signature: _iA Date: C, Address of New Home: - Cily/FL'Zip: C,,, I %A tA)e F kr A 0t) W'E Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff, Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/30/2018 1 i09 PM EnergyGauge(iD USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: LoWlReaganftnte7510 DEL -AIR --- Date: 5/30/18 WAM I AM Ca"DITIONM Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2814 GRIPPER CIRCLE, SANFORD, FL 32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29086 Btuh Outdoor design WB: 76-20F Latent gain: 5868 Btuh Indoor design DB: 75.00F Total gain: 34954 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Actual airflow: 1333 cfm Sensible capacity: 31203 Btuh Latent capacity: 7398 Btuh Total capacity: 38601 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F Model: CH 14N BO420000AO+FB4CN P042L 1070/. of load 126% of load 110%of load SHR Heat loss 81% Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 38699 Btuh 147% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 76.7°F Entering coil WB: 63.6°F Entering coil DB: 68.5°F Capacity balance: 31 OF Economic balance: -99 OF wrightsoft" 2018-May-30 12X 45 Right-SuiteO Universal 2018 18 0 13 RSU24011 Page I 7ReaganPointe7510CN',Lot27ReaganPointe7510CN rup Calc = MJ8 House laces NW DELComponent Constructions AIRCOMM" M Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM For: David Weekley Homes 2814 GRIPPER CIRCLE, SANFORD, FL 32773 Location: Orlando/ Jetport, FL, US Elevation: 105 ft Latitude: 28'N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Walls Indoor temperature (OF) Design TD (OF) Relative humidity Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M Method 76 Construction quality 7. 5 Fireplaces Job: Lot27ReaganPointe75110 Date: 5/30/18 By: JA Heating Cooling 70 75 28 18 30 50 0. 8 45.8 Simplified Average 0 0 r Area Ll-value Insul R Htg HTM Loss Cig HTM Gain ft, B1011-F ftl-'FjBluh Btuh'V Null Bluh* Biull 12E- Osw Frm wall, stucco ext, 3/8 wood shth, r-19 cav ins, 1/2 ne gypsum board int fnsh, 2"x6" wood firm, 16" o.c. stud: 12E-Osw Frm se wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw fnsh, 2"x6" wood frm, 16" o.c. stud nw all 13A- 7ocs Blk wall, stucco e4 r-5 ext bd ins, 8" thk, 1/2" gypsum board no int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se gypsum board int fnsh sw nw all 1613- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, V2" nw gypsum board int fnsh Partitions 12C- Osw Firm 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 213- 21v: 2 glazing, clr outr, air gas, vni firm mat, cir low-e innr, 1/4" gap. ne 1/ 8" thk; NFRC rated (SHGC=0,30): 1.33 ft overhang (5.2 It window ht, 1 A 7 ft sep.): 6,67 ft head ht 1 OC-v: 2 glazing, clr outr, air gas, vni firm mat, cir low-e innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (3HGC=0.30); 15.33 ft overhang (8 ft window ht, 1, 67 It sep.), 6,67 It head ht 2A- 2ov: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, ne 1/ 8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang ( 5,25 ft window ht, 11.17 ft sep); 6,67 ft head ht 2A- 2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 1/ 8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 ft overhang ( 5.2 ft window ht, 1.17 ft sep.): 6.67 ft head ht 405 0,064 19.0 1.77 719 1.65 671 228 0,064 19,0 1.77 405 1.65 378 414 0.064 19.0 1.77 733 1.65 684 218 0.064 19.0 1.77 387 1.65 361 1266 0.064 19.0 1.77 2244 1.65 2094 415 0167 TO 4.63 1920 4.32 1791 146 0,167 TO 4,63 675 4,32 630 233 0.167 7.0 4.63 1076 4.32 1004 82 0.167 7.0 4.63 379 432 354 875 0167 TO 4.63 4050 4.32 3779 43 0.049 19,0 1.36 58 2,66 115 337 0.096 19.0 2.66 896 1.53 516 31 0.340 0 9.42 294 26.4 824 21 0.340 0 9.42 201 18.5 394 16 0.340 0 9.42 152 22.3 362 42 0340 0 9.42 392 20,5 853 FW wrightsoft- 2018-May-30 12:37 45 Right- SuiteO Universal 2018 18 0 13 RSU24011 page 1 7Rea' g a'n'Pointe7510GN,Lot27ReagafiPointe751OGN.rup Calc = MJS House faces: NW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr. 1/4" gap, se 54 0.340 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 ft overhang (13 ft window ht, 11.17 ft sep.): 6.67 ft head ht 2A-2ovd: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" se 80 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.67 ft overhang (8 ft window ht, 0.08 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 3 0.340 1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (11 ft window ht, 0.83 ft sep), 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 20 0.340 1/8" 1W NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 ft overhang (4 ft window ht, 1 A 7 It sep.), 6.67 ft head ht 26-2tv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 24 0.340 1/8" thk: NFRC rated (SHGC=0,30): 133 ft overhang (4 ft window ht, 11.17 It sep.): 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 16 0.340 1/8" thk: NFRC rated (SHGC=0,30)150% drapes, medium: 133 ft overhang (5,2 ft window ht, 3.75 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 36 0.340 1/8" thk: NFRC rated (SHGC=0,30): 50% drapes, medium. 1.33 ft overhang (6 ft window ht, 142 ft sep.): 6,67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 6 0340 1/8" thk: NFRC rated (SHGC=0.30), 50% drapes, medium. 7.33 It overhang (3 ft window ht, 0,17 ft sep.), 6.67 ft head ht Doors 11 J 0: Door, mtl fbrgl type nw 24 0.600 11 DO: Door, wd sc type n 21 0.390 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir frish, r-19 cav ins, amb 95 0,050 ovr 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0,989 0 9.42 509 22.9 1238 0 15,2 1219 18.6 1490 0 9.42 28 122 37 0 9.42 188 19.8 396 0 9.42 226 26.8 644 0 9.42 147 22.3 349 0 9.42 339 22.3 804 0 9.42 57 22.3 134 6.3 16.6 399 18,5 444 0 10.8 230 12.0 257 38.0 0.72 1001 1.41 1965 19.0 1,39 131 0.72 68 19'0 1.39 523 0.72 271 0 27.4 3233 0 0 rp- j . wrilghtsoft 2018-May-30 12 37 45 ICCO" - 1-1. -1- ... --- . . ..... . ... Right -Suited Universal 2018 18 013 RSU24011 Page 2 7ReaganPointe751OGN',,Lot27ReaganPointe751OCN rup Calc = MJ8 House faces NW Project Summary Job: LotMeaganftinte7510 DEL -AIR Date: 5/30118 HLOW - AM CONG"W11M Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR.COM For: David Weekley Homes 2814 GRIPPER CIRCLE, SANFORD, FL 32773 Notes: March 16, 2018 RH L.S. 5-1-18 EM Weather Winter Design Conditions Outside db 42 OF Inside clb 70 OF Design TD 28 OF Heating Summary Structure 20889 Btuh Ducts 3981 Btuh Central vent (50 cfm) 1518 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 26388 Btuh Infiltration Method Construction quality Fireplaces Orlando/Jetport, FL, US Summer Design Conditions Outside clb 93 OF Inside dbi 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 22367 Btuh Ducts 5760 Btuh Central vent (50 cfm) 959 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Equipment sensible load 29086 Btuh Simplified Latent Cooling Equipment Load SizingAverage 0 Structure 3088 Btuh Ducts 1230 Btuh Central vent (50 cfm) 1550 Btuh Area (ft2) Heatina 2188 Cool218in% Volume (ft3) 21080 21080 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO42000OA0 AHRI ref 9162578 Outside air Equipment latent load 5868 Btuh Equipment Total Load (Sen+Lat) 34954 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11,5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 470F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 31 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PW wVqhtsc)-ftl' 2018-May-30 12:37:45 Right-SuiteO Universal 2018 18,0 13 RSU24011 Page I 7R eagan Pointe751 OC N Lot 27R eaganPoint e751 OC N rup Calc = MJ8 House faces NW Job: Lot27ReaganPoInte7510CNrIQEL-AIR Right -JCS Worksheet Entire House Date: 5/30/18 By: A 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 Entire House family 2 Exposed wall 275,0 It 30.5 If 3 Room height 9'1 It 9.3 It heatfcocl 4 Room dimensions 1,0 x 241.5 If 5 Room area 2308,5 f12 241.5 ft2 Ty Construction U-value Or HTIA Area (w) Load Area (ft2) Load number B tUtVft2-'F) BtUMP) or perimeter (ft) 8tuh) or perimeter (fl) Stuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 VL.G 12E-Osw Frmwall, st 0.064 ne 1.77 1.65 437 405 719 671 0 0 0 0 28.2(v 0340 ne 9.42 26.41 31 0 294 824 0 0 0 0 Blk wall, s 0.167 ne 4,63 4,32 453 415 1920 1791 154 154 712 665 T= 13A-7ocs 10c-v 0,340 ne 9,42 18.49 21 0 201 394 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 16 0 152 362 0 0 0 0 t-11- 12E-Osw Frm wall, st 0.064 se 1.77 1.65 270 228 405 378 0 0 0 0 2A-2ov 0,340 se 9.42 20.51 42 8 392 853 0 0 0 0 W 13A-7ocs Blk wall, s 0,167 se 4.63 4.32 280 146 675 630 131 51 234 219 2A-2ov 0.340 se 9,42 22,93 54 0 509 1 238 0 0 0 0 2A-2ovd 0.550 se 15.24 18.62 80 80 1219 1490 80 80 1219 1490 12E-Osw Frm wall, st 0,064 sw 1.77 1.65 437 414 733 684 0 0 0 0 2A-2ov 0340 sw 9,42 12.23 3 3 28 37 0 0 0 0 2A-2ov 0,340 sw 9,42 79 20 5 188 396 0 0 0 0 t_G 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 257 233 1076 1004 0 0 0 0 2B -2tv 0,340 sw 9.42 26.82 24 0 226 644 0 0 0 0 IL212E-Osw Frm wall, st 0.064 nw 1,77 1.65 270 218 387 361 0 0 0 0 2A-2ov 0.340 nw 9.42 22,34 16 0 147 349 0 0 0 0 2A-2ov 0.340 nw 9,42 22.34 36 0 339 804 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4,63 4.32 112 82 379 354 0 0 0 0 T:f-D 2A-2ov 0,340 nw 9.42 22.34 6 0 57 134 0 0 0 0 11j0 0,600 nw 16.62 18.51 24 24 399 444 0 0 0 0 W 166-19ad 0.049 nw, 1,36 2.66 43 43 58 115 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 358 337 896 516 0 0 0 0 L-D 11DO 0,390 n 10.80 12.03 21 21 230 257 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 1390 1390 1001 1965 0 0 0 0 F 2OP-19c 0.050 1,39 0.72 95 95 131 68 0 0 0 0 F 2OP-19t 0.050 139 0.72 378 378 523 271 0 0 0 0 F 22A,to 0,989 27,40 0.00 918 118 3233 0 242 31 836 0 6 c) AED excursion 0 214 Envelope loss/gam 16516 17032 3001 2159 12 a) Infiltration 4372 1415 487 157 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliancesiother 3000 600 Subtotal (lines 6 to 13) 20889 22367 3487 3377 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20889 22367 3487 3377 15 Duct loads 191/. 26% 3981 5760 101 10% 349 338, Total room load 24870 28127 3rj36 3714 Air required (cfm) 1333 1333 0606 176 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-30 12:37 45 Right-Suil,0 Universal 2018 18,0,13 RSU24011 Page I 7R eagan Point e751 OC N' Lot27R eaganPointe751 OC N. rup Calc = MJ8 House faces. NW ISQEL-AIR Right-JO Worksheet NUTM, AM C0114MM"M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407 831-2665,,, 407-333,3853 Web. WWW.DEL-AIR COM Job: Lot27Reagan Pointe751 OCN Date: 5/30/18 By: JA I Room name dining kitchen 2 Exposed wall 34.0 ft 37,5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 193.0 ft 1,0 x 444,8 ft 5 Room area 193,0 ft2 444,8 ft2 Ty Construction U-value Or HTM Area 011) Load Area Oil Load number Btuhiftl-"F) Btutvft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P,,S Heat Cool Gross N/P/S Heat Cool 6 12&0sw Frm wall, st 28 -2fv 0.064 0.340 ne ne 1.77 9.42 1.65 26.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Elk wall, s 0.167 ne 4.63 4.32 51 30 139 129 191 175 810 756ti13A- 7ocs 10C-v 0.340 ne 9,42 18.49 21 0 201 394 0 0 0 0 if 2A-2ov 0.340 re 9.42 22,34 0 0 0 0 16 0 152 362 12E-Osw Frm wall, st 0.064 se 1.77 1,65 0 0 0 0 0 0 0 0 t--G 2A-2ov 0340 se 9,42 20,51 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 so 4.63 4.32 149 95 441 411 0 0 0 0 2A 2ov 0.340 se 9.42 22.93 54 0 509 1238 0 0 0 0 2A-2ovd 0.550 se 15.24 1& 62 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov 0340 sw 9.42 19,79 0 0 0 0 0 0 0 0 t--" 13A-7ocs Elk wall, s 0.167 sw 4.63 4.32 117 93 428 400 107 107 496 463 2B-2fv 0.340 sw 9.42 26.82 24 0 226 644 0 0 0 0 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ov 0340 nw 9,42 22,34 0 0 0 0 0 0 0 0 L13A-7ocs Blk wall. s 0,167 nw 4.63 4.32 0 0 0 0 51 27 126 118 G 2A-2ov 0,340 nw 9.42 22,34 0 0 0 0 0 0 0 0 D 11j0 MW nw 16.62 18.51 0 0 0 0 24 24 399 444 W 16B - I 9ad 0.049 nw 1.36 2.66 0 0 0 0 0 0 0 0 P 120-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 358 337 896 516 D 11DO 16B-38ad 0.390 0M6 n 10,80 0.72 12.03 1,41 0 0 0 0 0 0 0 0 21 0 21 0 230 0 257 0C F 20P-19c 0,050 1,39 0.72 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1,39 0.72 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 27.40 0.00 193 34 931 0 445 38 1027 0 6 c) AED excursion 216 160 Envelope loss/gain 2875 3002 4138 2755 12 a) Infiltration 542 176 598 194 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 01 1200 Subtotal (lines 6 to 13) 1 3417 3407 4736 4149 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3417 3407 4736 4149 15 Duct loads 1 10% 101/6 342 341 101al 10%1 474 415 Total room load 1 37591 37481 1 52101 4564 Air required (cfm) 202 178 279 2161 Calculations 22proved by ACCA to meet all r2quirements of Manual J 8th Ed. Right-SuiteO Universal 2018 18.0,13 RSU24011 2018-May-30 12 37 45 Page 2A( dK 7ReaganPoinle7510CN"Lot27ReaganPointe751OCN,rtip Calc = MJ8 House faces NW DEL .,AIR Right-JO Worksheet iio=, = caumns"m Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL32771 one 407-831-2665 Fax 407-333-3853 Web WWW,DEL-AIR.COM Job: Lot27Reagan Pointe751 OCN Date: 5/30/18 By: A 1 Room name pwdr mstr bth 2 Exposed wall 16.0 It 23.0 ft 3 Room height 9.3 It heaticool 9,0 It heat?cool 4 Room dimensions 6.5 x 6.0 ft 1.0 x 134.0 fi, 5 Room area 39.0 ft2 134.0 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (WI) Load number Btuh/W,°F) 13 tuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t_G12E-0sw Frm wall, st 0.064 ne 1.77 1,65 0 0 0 0 0 0 0 0 28.2fv 0,340 ne 9.42 26.41 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 ne 4.63 432 56 56 259 242 0 0 0 0 10c-V 0,340 ne 9.42 1& 49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 2234 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st OM4 se 1.77 1,65 0 0 0 0 108 108 191 179t--G 2A-2ov 0340 se 9.42 20.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0,167 se 4,63 4,32 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22,93 0 0 0 0 0 0 0 0 2A-2ovd 0,550 se 15.24 18.62 0 0 0 0 0 0 0 0 12E•Osvv Frm wall, at 0M4 sw 1,77 1,65 0 0 0 0 99 96 170 159 2A-2ov 0,340 sw 9,42 1223 0 0 0 0 3 3 28 37 2A-2ov 0.340 sw 9.42 19.79 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.63 4.82 33 33 151 141 0 0 0 0 213-2fv 0.340 sw 9.42 26,82 0 0 0 0 0 0 0 0 12E-Gsw Frm wall, st 0.064 nw 1.77 I 0 0 0 0 0 0 0 Q 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9,42 22.34 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4,63 4.32 61 55 253 236 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 6 0 57 134 0 0 0 0 11jo 0,600 nw 16,62 1& 51 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 11.36 2,66 0 0 0 0 0 0 0 0 R 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 L-D 11DO 0390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 0,026 0.72 1,41 0 0 0 0 134 134 97 189 F 20P-19c 0,050 1,39 0.72 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1,39 0,72 0 0 0 0 0 0 0 0 F 22A-tpi 0.989 27.40 0,00 39 16 438 0 0 0 0 0 6 c) AED excursion 17 7 Envelope loss/gain 1158 770 4861 571 12 a) Infiltration 255 83 354 115 b) Room ventilation 0 0 0 0 Q Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1413 853 840 686 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1413 853 840 686 151 Duct loads 10% 10% 1411 851 34% 1 43% 287 297 Total room load 1554 Air required (cfm) 83 44 Calculations approved by ACCA to meet all r2quirements of Manual J 8th Ed Right-SuiteO Universal 2018 I&OA3 RSU24011 Page 3 7 2018-May-30 12 37 45 A 'Itk .. 7ReaganPointe751OCN\Lot27ReaganPointe751OGN rLIP Calc = MJ8 House faces NW QELAIR Right -JCS Worksheet MMM AM 04"Orrie"M Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FIL 32771 none 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM Job: LotMeagan Pointe751 OCN Date: 5/30/18 By: A 1 Room name mstr we mstr rm 2 Exposed wall 4.0 If 30.0 If 3 Room height 9.0 It heaVfcool 9.0 If heat/cool 4 5 Room dimensions Room area 4.0 x 6.0 If 24.0 ft2 1,0 x 237.5 If 237.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number B tUtVft2 -'F) BtUh/fl') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 144 144 255 238 28-2tv 0,340 ne 9.42 26.41 0 0 0 0 0 0 0 0 13A-70cs Blk wall, s 0,167 ne 4.63 4,32 0 0 0 0 0 0 0 0 10C-V 0.340 ne 9,42 18.49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 12E-Osw Firm wall, st 0.064 se 117 1.65 36 36 64 60 126 84 150 140 2A-2ov 0340 so 9.42 20.51 0 0 0 0 42 8 392 853 13A-7ocs Blk wall. s 0.167 se 4,63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9,42 22.93 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 15.24 18.62 0 0 0 0 0 0 0 0 Vb12E-Osw Frm wall, st 0.064 sw 1.77 1,65 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.42 12,23 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.42 19.79 0 0 0 0 0 0 0 0 t__G 13A-7ocs Blk wall. s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 26 -2fv 0,340 sw 9,42 26.82 0 0 0 0 0 0 0 0 12E.Osw Frm wall, st 0.064 nw 1.77 1.65 0 0 0 0 0 0 0 0T=2 2A-2ov 0,340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 13A-7ocs Rik wall, s 0,167 nw 4.63 4,32 0 0 0 0 0 0 0 0T:JD 2A-2ov 0,340 nw 9.42 22.34 0 0 0 0 0 0 0 0 lijo 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1,36 2.66 0 0 0 0 43 43 58 115 R 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0,72 1.41 24 24 17 34 238 238 171 336 F 20P-19c 0.050 1.39 0.72 0 0 0 0 77 77 107 55 F 20P-19t 0,050 1.39 0,72 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 359 Envelope loss/gain 81 87j 1133 2096 12 a) Infiltration 62 20 535 173 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 1 2301Appliances/other 0 600 Subtotal (lines 6 to 13) 143 107 16681 3099 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 143 107 1668 3099 15, Duct loads 34% 43% 49 46 34% 1 431/. 570 1342 Total room load 191 153 1 2238 4441 Air required (cfm) 101 7 120 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-30 12 37 45 Rigl Universal 2018 1&0, 13 RSU24011 Page 4 7ReaganPoirite751'0CN'Lo(27ReaganPointe751OGN nap Calc = MJ8 House faces NW IOMELAIR Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR CRNDITIONING 531 CODISCO WAY. SANFORD. FL32771 Phone. 407-831-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: LotMeagan Pointe751 OCN Date: 5/30/18 By: JA 1 Room name mstr wic util 2 Exposed wall 5.0 ft 6.5 It 3 Room height 9.0 It heaticool9.0 It heat/cool 4 Room dimensions 1.0 x 98.0 It 8.5 x 6.5 It 5 Room area 98.0 ft2 55.3 ttz Ty Construction LI-value or HTM Area (fr) Load Area (fta) Load number Eituhifv-°Fj B tuh/tt') or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 4i1 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 59 59 104 97 2B- 2fv 13A- 7ocs Bilk wall, s 0340 0. 167 ne ne 9, 42 4, 63 26, 41 4. 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V11 10C- v 2A- 2ov 0. 340 0340 ne ne 9. 42 9. 42 18. 49 22. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-, G 12E- Osw Frm wall, st 2A- 2ov 13A- 7ocs Elk wall, s 0, 064 0. 340 0. 167 so se se 1. 77 9. 42 4. 63 1. 65 20, 51 4, 32 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- 2ovd 0. 340 0, 550 se se 9. 42 15, 24 22, 93 18. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T: 2 12E- Osw Frm wall, st 2A- 2ov 2A- 2ov 0, 064 0. 340 0. 340 sw sw sw 177 9. 42 9. 42 1. 65 12, 23 19. 79 45 0 0 45 0 0 80 0 0 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t___ G_ 13A- 7ocs BIlk wall, s 2B- 2fv 0. 167 0. 340 sw sw 4. 63 9. 42 4, 32 26. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL212E- Osw Frm wall, st 2A- 2ov 0, 064 0, 340 nw nw 177 9. 42 1. 65 22. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.42 22,34 0 0 0 0 0 0 0 0 T13A- 7ocs Elk wall, s 2A- 2ov ilio 0. 167 0, 340 0. 600 nw nw nw 4. 63 9. 42 16. 62 4. 32 22. 34 18. 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 J-DW P 16B- 19ad 12C- Osw Frm wall, r- 0. 049 0. 096 nw, 1.36 2. 66 2. 66 1. 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- D 11DO 16B- 38ad 0. 390 0, 026 n 10.80 0. 72 12. 03 1, 41 0 98 0 98 0 71 0 138 0 55 0 55 0 40 0 78 CF 20P-19c 0.050 1.39 0,72 0 0 0 0 0 0 0 0 F 20P19t 0,050 1.39 0,72 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 141 48 Envelope loss"gain 150 1991 143 127 12 a) Infiltration 77 25 100 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1 227 224 244 759 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 227 224 244 759 15 Duct loads 34% 43% 78 97 34% 49 83 329 Total room load 305 321 327 1088 Air required (cfm) 16 15 18, 521 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- May-30 12,37:45 Right- SuiteO Universal 2018 18,0,13 RSU24011 Page 5 ACP7ReaganPoin( e7510CN',Lot27ReaganPointe7510CN.rup Cale = MJ8 House faces: NW ODEL-AIR Right-JO Worksheet 1, WATM AM COMMMOM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY SANFORD. FL 32771 ,one 407-831-2665 Fax 407-333-3853 Web WWW DEL-AIR,COM Job: LotMeagan Pointe751 OCN Date: 5130/18 By: A 1 Room name bdrm 2 bth 2 2 Exposed wall 14.0 If 0 I'l 3 Room height 9,0 ft heal! cool 9.0 If heal/cool 4 Room dimensions 1.0 x 170.8 ft 10.0 x 5.5 It 5 Room area 170.8 IF 55.0 fta Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ftl-'F) Btuhiftl) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yt 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 0 0 0 0 2B -2fv 0.340 ne 9,42 26.41 0 0 0 0 0 0 0 0 W 13A-7ocs 61k wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 L210C-v 0.340 ne 9.42 18.49 0 0 0 0 0 0 0 0 1 1 2A-2ov 0,340 ne 9.42 22.34 0 0 0 0 0 0 0 0 t--G 12E-Osw Frm wall, st OM4 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.42 20.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0,167 se 4,63 4.32 0 0 0 0 0 0 0 0 2A -2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 15.24 18.62 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 0,064 0,340 sw sw 177 9,42 1.65 12.23 126 0 106 0 188 0 175 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.42 19.79 20 5 188 396 0 0 0 0 t_o 13A-7ocs Blk wall, s 0.167 sw 4,63 4.32 0 0 0 0 0 0 0 0 2B-2tv 0.340 sw 9.42 26.82 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 0M4 nw 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 13A-7ocs Elk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 f2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 D 11,10 0.600 nw, 16.62 18,51 0 0 0 0 0 0 0 0 W 168 -19ad 0.049 nw 1,36 2.66 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.66 1,53 0 0 0 0 0 0 0 0L-D 11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 C 16B -38ad OM6 0.72 1,41 171 171 123 241 55 55 40 78 F 20P-19c 0,050 1.39 0,72 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.39 0,72 67 67 92 48 52 52 72 37 F 22A-tpl 0.989 27,40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1381 7 Envelope loss -gain 592 999 112 108 12 a) Infiltration 215 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 807 10681 1121 108 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 807 1068 112 108 15, Duct loads 34% 43% 276 463 3401 43% 38 47 JTotal room load 1083 1531 150 155 Air required (cfrn) 58 731 81 7 Calculations apgroved by ACCA to meet all requirements of Manual J 8th Ed ti- 2018-May-30 12:37 45 Right-SuiteO Universal 2018 18,0. 13 RSU24011 Page 6 7ReaganPoitite7510CN Lo127ReaganPointe7510CNrup Calc=MJ8 House faces: NW SQEL-AIR Right-JO Worksheet Kam, Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL32771 one 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot27Reagan Pointe751 OCN Date: 5130/18 By: JA I Room name bdrm 2 wic retreat 2 Exposed wall 10 It 41,0 If 3 Room height 9.0 It heat/cool 9,0 If heaUcool 4 Room dimensions 8,5 x 3.0 It 1.0 x 368.3 It 5 Room area 25.5 It' 368.3 fil Ty Construction U-Value Or HTM Area (ft2) Load Area (ft-') Load number Btuh/ftl-'F) Bt 41[2) or perimeter (ft) Bt h) or perimeter (ft) Etuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t__( 12E-Osw Firm wall, st 28-2fv Blk wall, s U64 0340 0,167 ne ne ne 1.77 9,42 4.63 1,65 26,41 4.32 0 0 0 0 0 0 0 0 0 0 0 0 234 31 0 203 0 0 360 294 0 336 824 0 11 T= 13A-7ocs IOC-v 2A-2ov 0.340 0340 ne ne 9.42 9,42 18.49 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t__o 12E-Osw Frm wall, st 2A-2ov O 064 0,340 se se 1.77 9.42 1,65 20.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs Blk wall. s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 2A-2ov 2A-2ovd 0.340 0.550 se se 9.42 15.24 22.93 18.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 0,064 0.340 sw sw 1.77 9,42 1.65 I2.23 27 0 27 0 48 0 45 0 32 0 32 0 56 0 52 0 2A-2ov 0340 sw 9.42 19.79 0 0 0 0 0 0 0 0 t--" 13A-7ocs Blk wall, s 26 -2tv 0.167 0.340 sw sw 4.63 9.42 4,32 26.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILS12E-Osw Frm wall, st 2A-2ov 2A-2ov 0M4 0.340 0340 nw nw nw 1.77 9.42 9.42 1.65 22.34 22.34 0 0 0 0 0 0 0 0 0 0 0 0 104 16 0 88 0 0 156 147 0 145 349 0 T:J-D 13A-7ocs Blk wall, s A 2ov I'lio 0,167 0.340 0.600 nw, nw nw 4,63 9.42 16.62 4.32 22.34 18.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W R 16B-19ad 12C-Osw Frm wall, r- 0.049 0.096 rrw 1.36 2.66 2.66 IM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 1100 16B-38ad 0,390 0.026 n 10.80 0,72 12,03 1,41 0 26 0 26 0 18 0 36 0 368 0 368 0 265 0 520C F 2OP-19c 0,050 1.39 0.72 0 0 0 0 18 18 24 13 F 2OP-19t OMO 1.39 0.72 26 26 35 18 17 17 24 12 F 22A-tpI 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 71 146 Envelope lossigain 102 92 1325 2105 12 a) Infiltration 46 15 631 204 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances; other 0 0 Subtotal (lines 6 to 13) 1 148 1071 1956 2309 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 148 107 1956 2309 15 Duct loads 34% 43% 50 46 34%, 43% 668 1000 Total room load 198 154 2624 3309 Air required (cfm) lit 141 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigNtsoft Rigll,SuileO Universal 2018 18,0,13 RSU24011 2018-May-30 12 37:45 Page 7X 7ReaqanPointe751 OC N, Lot 27ReaganPoin te751 OC N, rup Calc = MJ8 House faces NW IqODELAIR Right-JO Worksheet mom I AM CNINTM"M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot27Reag an Po I nte751 OCN Date: 5/30/18 By: JA I Room name bdrm 3 wic bdrm 3 2 Exposed wall 4,5 If 26,0 If 3 Room height 9,0 It heat' =cool 9,0 It heat,;cool 4 Room dimensions 4.5 x 8.0 If 1,0 x 186,0 If 5 Room area 36.0 ft2 186.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuNft1-'F) Bi tv) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UtJ 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 0 0 0 0 2B-2fv 0,340 ne 9.42 26.41 0 0 0 0 0 0 0 0 WL210C-v 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 0,340 ne 9.42 18.49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 t--.G 12E-0sw Frm wall, st 0.064 se 1,77 1,65 0 0 0 0 0 0 0 0 2A -2ov 0340 se 9.42 20.51 0 0 0 0 0 0 0 0 Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 T::213A- 7ocs 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A -2ovd 0.550 se 15.24 18.62 0 0 0 0 0 0 0 0 Frm wall, st 0.064 sw 1.77 1.65 0 0 0 0 108 108 191 179ti12E-0sw 2A-2ov 0.340 sw 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,42 19,79 0 0 0 0 0 0 0 0 t---G 13A-7ocs 61k wall. s 0.167 sw 4,63 4,32 0 0 0 0 0 0 0 0 26-2tv 0.340 sw 9,42 26,82 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 0.064 nw 1,77 1.65 41 41 72 67 126 90 160 149 2A-24v O.W nw 9,42 22.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw, 9,42 22.34 0 0 0 0 36 0 339 804 L-13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 2-A-2ov 0.340 nw 9.42 22,34 0 0 0 0 0 0 0 0 D 11j0 0,600 nw 16,62 18-51 0 0 0 0 0 0 0 0 W 16B - 1 9ad 0.049 nw 1,36 2.66 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 L-D 11DO 16B-38ad 0,390 0,026 n 10.80 0.72 12.03 1,41 0 36 0 36 0 26 0 51 0 186 0 186 0 134 0 263C F 20P-19c 0.050 1,39 0.72 0 0 0 0 0 0 0 0 F 2OP-19t 0,050 1.39 0.72 32 32 44 23 184 184 255 132 F 22A-tpl 0.989 27,40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 101 305 Envelope loss/gain 142 131 1079 1832 12 a) Infiltration 69 22 400 129 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 211 1541 1479 1961 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 211 154 1479 1961 15 Duct loads 34% 43% 72 66 34%1 434/505 849 Total room load 283 220 1 2811 Air required (cfm) 151 101 106 133 Calculations Mproved by ACCA to meet all requirements of Manual J 8th Ed. Ilt" 2018-May-30 12,37 45 Right -Suite(@ Universal 2018 18 0,13 RSU24011 Page 8 7ReaganPoin1e7510CN Lo127ReagaoPointe7510CN,rup Galc T_- MJ8 House faces. NW Job: LotMeaganftinte7510 10DEL-AIR Duct System Summary Date: 5130/18 KtATM , AM CONDMOHM 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 For: David Weekley Homes 2814 GRIPPER CIRCLE, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.172 in/100ft 1333 cfm 139 Cooling 0.30 in H2O 0.06 in H2O 0,24 in H2O 0.120 / 0.120 in H2O 0172 in/100ft 1333 cfm Supply Branch Detail Table Name Design Btuh) Htg cfm) CIg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bdrm 2 c 1531 58 73 0,231 6.0 Ox 0 VIFx 18.8 85.0 stl bdrm 2 wic h 198 11 7 0.225 4.0 Ox 0 VIFx 21,7 85.0 stl bdrm 3 c 2811 106 133 0.221 6.0 OX0 VIFx 23.8 85.0 stl bdrm 3 wic h 283 15 10 0.225 4,0 Ox 0 VIFx 21.5 85.0 stl bth 2 h 150 8 7 0.244 4.0 OX0 VIFx 13,2 85.0 stl dining h 3759 202 178 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2 family h 3836 206 176 0.184 10.0 Ox 0 VIFx 35.8 95.0 st2 kitchen h 5210 279 216 0.195 9.0 OX0 VIFx 28.1 95.0 st2 mstr blh h 1127 60 47 0.183 5.0 OX0 VIFx 30.9 100.0 st3 mstr rrn c 4441 120 211 0.192 0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 191 10 7 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 305 16 15 0.190 4.O Ox 0 VIFx 26.1 100.0 st3 pwdr h 1554 83 44 0.172 5.0 OX0 VIFx 44.4 95.0 st2 retreat c 3309 141 157 0.234 7.0 OX0 VIFx 17.7 85.0 stl util c 1088 18 52 0.239 4.0 Ox 0 VIFx 15.2 85.0 stl Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st3 Peak AVF 207 280 0.183 633 9.0 0 x 0 VinIFIx SO SO Peak AVF 563 719 0,183 672 14.0 0 x 0 VinIFIx st2 Peak AVF 770 1 615 1 0.172 1 551 1 16.0 1 0 x 0 VinIFIx wrightsoft, 2018-May-30 12:37:46 Right -Suited Universal 2018 18,0,13 RSU24011 Page 1 ACOK 7ReaganPointe7510CN`Lot27ReaganPointe7510CN.rup Gaic = MJ8 House faces: NW Name Grille Size (in) Htg cf m) Cig cf M) TEL f t) Design FR Veloc fpm) 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 w,r!qhtsoft- 2018-May-30 12 37,46 Right-SuiteO Universal 2018 18 0 13 RSU24011 Page 2 7Reaga'nPointe'7`5 I'O"C'N\Lot27ReaganPointe751OCN.rup Cale = MJ8 House faces: NW 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot27ReaganPointe7510CN Builder Name: David Weekley Homes Street: 2814 GRIPPER CIRCLE Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 iambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa 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 PytPnd behind pip ng and wiripa. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ce4l nos, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400, 5/30/2018 1:09 PIVI EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 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) 5/30/2018 1:09:28 PM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot27ReaganPointe7510CN Builder Name: David Weekley Homes Street: 2814 GRIPPER CIRCLE Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 I certify the tested duct leako "e outsil , Qn, is less than or equal to th propo ed dUc leakage Qn specified onl(ORM R 05-207. SIGNATURE: PRINTED NAME, DATE: 5/ 30/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: TIAE SPAI IV ok eo N 9" --- WYAM 5/ 30/2018 110 PIVI EnergyGauge@ USA - FlaRes2017 - Section R405*1 Compliant S Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot27ReaganPointe7510CN Builder Name: David Weekley Homes Street: 2814 GRIPPER CIRCLE Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: 2188 sqA. Cond. Volume: 19995 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data _ Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm 4 Pa cfm ' Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 .- Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code require e in accordance with Sectio 4 A.1.2. SIGNATURE: PRINTED NAME:- DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: p, WE ST,q , 5/30/2018 1:10 PM EnergyGauge@ USA FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 777 2814 GRIPPER CIRCLE Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402,5, R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4,1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402.4,11.11 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 leakagdiVindows, 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. 5/30/2018 1:09 PM EnergyGaUge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances, In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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 Pal pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load, R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2,9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i). Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 3'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted, R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1, Heat trace temperature maintenance systems shall be in accordance with Section R403,5.1,2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water, R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 5151 or UL 515, Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy, 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403,5,6.2. 1, R403.5.6,2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, R403.61 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1 . Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor, R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1 . 1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7,11 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 aAIRFLOW CFMIWATT) 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 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice, R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7,1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,7.1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1, R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the ECC—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 (I O'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403. 10.1 through R403.10,5, R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches, Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1, Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation, R403,10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56, Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights, 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard, R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. to" Eel za; X, 111T_11 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights, 5/30/2018 1:09 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5of5 to roof -P dryer M box T 5 i i OWNERS RETREAT 14,81 lecd 11 repla JI E.:. IDx 6 1.cd 5' 45 V 4 l—, 15 reiL 42X42 A/C SLAB BY BLDR Mitt/ 2' FROM WALL MADPAD DININGJ "Ll L11 UuL. L C t 8kt 240v Iph 19 i16 m ,.,;_qoroofcap13roaw/fan 24.14 111- 1 Nutone 696RNB wetf— by bid' I2• 4.87190HONEYWELLZONE FAMILY iBD Transfer ducts/grilles DAMPER SYSTEM sized In compliance with Florida Residential Bullding Hz221X z D16Tz Code - M1602.4 Baton we ARDI4Tz Return Air, exceptions m DI2TZ 12x12 1-. 1-3. Builder must provide RATS E7735A IODD 175 KITH N unrestricted 1 inch TH632Du2MDAG 10' undercut on doors to habitable rooms. TW IM2DDBDAG r--- 40va t— HONEYWELL Y8150 FRESH J_E AIR VENTILATION SYSTEM I 6' SNAPLOEX, FLEXABLE METAL PIPE, OR FLEX IA_ 1 INsuATE v/ 1.5 IH DIIET WRAP WALL CAP WITH INIS£CT 7DRlax3D YB150 FRESH AIR DAMPER 1, r 1w- ENTRY G0 OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP 1 9' 77722-- AV? 1Ox6 1 R 3' bath d ct ns.+a+ ', -' N to watt cap w/fan t Nutone 696RN Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. Rating aD m a W Q z0 to Ca0 U.1 Uj CU I C:> o If) Lo i, 17 Q 0 O ru 0 1 c:> d ifs a Lu > z n z n w 3: F-ma J O ::) Q LC CDC_ _ 1U)::)0 S'p 11CAREPRAVAN I R I CC) R I) (I I ( ", " + , Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 x I 26 80 Spegalplumbing.corn LIC# CFC1428683 LEGAL DESCRIPTION: LOT 27, 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, BATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES St- Johns River Water Manactement DisMet SB = Set Backs, Elevations as shown hereon are referenced to the North as shown hereon are from the lot specific American Vertical Datum of 1988 (NAVD 88), as established site plan as provided by the client from National Geodetic Benchmark "F 711”, published elevation of 127 95 feet - This elevation note per plat) 249 1} Ok to construct single family home p sra G1 + with setbacks and impervious area shown can plan. N dd FIT Located On rot 20 0 2814 GIPPER CIRCLE, SANFORD, FL 32773 Area Calculations Total Lot Area= 3,201 sq If (100 % ) hb•:`.......... LP F'•.:`.iyT ' n31 p: M 2814 DIPPER CIRCLE, SANE ORD, FI ORIDA 32773 This is NOT a Boundary Survey L1 C21 N 58°06'35' EE 28.03'(P) R=80.00'(P) L2 L=12.02'(P) S 58`05'38" W 40.00'(P) A=08°36'25"(P) Chord Bearing= L3 N 53°48'22" E 12.01'(P) N 58°06'35" EE 79.17'(P) A fa::..- " \ / c. N •' tie Impervious Area in Square Feet Total House Foot Print = 1,291 sq it (40%) Total Porch and Deck/Lanai = 169 sq it (05%) Tow= I ,,, "t Wv 11 Total Driveways = 321 sq ft (10%) cow = seno,e wan Total Walkways = er 00 sq It (01 % ) Total AIC Pads = 16 sq ft (0.5 % ) Total Out Buildings = 00 sq ft (00 % ) Total Pool Deck Surface (Not including Water Surface = 0,000 sq Ill (00%) Total Total Pool Water Surface = 0.000 / 2 0,000 sq ft (00 % ) Elevations are based on civil grading plans. 116 Lot is Type "A" Grading Plan 1 = Proposed Elevation UE - Utility Easement Field Date: 503/2018 Date Completed: 05/23n8 Drawn By: G.S. File Number:IS-47699 PP Legend- Calculated PC Point of Gmahsn 44 Ce decline Pg. Page GB Concrete block PI - Point of Intersection CM Concrete Monument P O_b_- Polar of Beginning ConC. Cc Clete Pot - Pohd on t ine D D—Aptton PP - POWer Pole DL Drainage Easement PRIM Permanent Refoh-co Lsmt. Ldsement Monume,H L.M.A Federal Lmergency P1 Print of t angency tytdnagament Agency R Hatlius FFL FInlshed Floor Uevation Had. Radial F no Found H&C Robot & Cap IF, Iran F'jpe R- R ; .lad L length (Arc) Hfd. Roofed M Measurer Set - Set h" Robar & N&D Nall & Disk Hobar Cap 16 7623" N_R. Non-Radial IYp. Iyrioai OHB Official R-0, book UL Utility Rasa ent P Fiat LVM water Meter P b. Plat book Delta (Contr t ANku NOTES 41111ey i Based upon the Legal Description Supplied by Client. zAbull,ng Rmpenies needs have NOT been ResearGaed (or Gapz, Ovedapx audio, Niatut. Subject to any Easements and/or Result rhos of Record. B ] 1 _ shown hereon, A. t Ili A f i C D. Hcd with a -BB-. B II gT.. .NOT to bed st r P, op—yI r rn, 10-1,111,1NOT d t d. R f0 t g U: d g 1Utlr .- d F t.: h NOI' .. 1 ed UNLESS t l 1 S f 1 k d D h i l l t pp-1 11 i MUST br, by tp f tcU ItYL - t C r- U fif.5 y(.P r (— tha,, I dd. W,th W i-v t ( Will Itt U S i R k ,d Witi rL 1 rty i S y N U ,jF sr,0b, Co s,ri,cd to g,vc AYY Hight ar Benefts to 1 yore Othcr rt ,those ft toed. E't}4N C Qf IM?ERk Si 4ONE Vt5{E3 LE IPADocuSipned by: (, 1f `& . J 'yC 41A& a10ED63FCAE64EB Graphic Scale 15' A' 60, Scale:1"=30' 1 hereby Unity 11. al t 15 6 ow'y S , y i I no at o 'le P t iy Trite and C tnx.tl to tla 6.vt ill r ly K awl ,f Ja anti ElII t a, a.nlly Sarvr yeti undo, my oirecilon on the onto Shown, based on intormntion furnished in Me as Noted and Conforms to the standards of Practice for Land survoyin< f1 the Store of rlodda in accorda ice wan (.raptor 5J 1(052 rlorkta Ad r inistrative Codes. Pr s to t t? at, uF 472 27 I lodde Statutes. r 1G,K iRE<Y, •. FOR air THE FIRMPatrick K. lrelan, , nPS V'6637 LB 7623 This Survey is intended QW-Y fpr•*"use of Said Certified Parties. This Stave NOT VALID Ut IESS a1d Lnlhcssed Witt, Su ears Seal. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.com Office- 407.678.3366 Fax-407,320.8165 , P', 1 (T) I,, T) CO P)" Residential Load Demand General Method 2174 square feet X 3VA 6522 VA Small appliance load 3000 VA Laundry 1500 VA total 11,022 VA First 3000VA Ca) 100% ........... 3000 VA Remaining @ 35%. ............... 2807 VA total 5807 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,077 VA - 240V= 146 amps, 150 amp service Model 7510 Contractor David Weekley Homes. — Subdivision Reaaan's Point ----- County ---,,-------Seminole_ City--------------------Sanford-- James Lanier EC 0002989 Office # 407-933-7771 f City of Sanford Building and Fire Prevention Product Approval Specifi Permit # # 1 8 2 6 8 0 Project Location Address ion Form 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.fior'ldabuil,,-,4inc,ol,c. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description ii Florida Approval # 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# 1521127 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding 1 MI Windows and Doors Sliding Glass Door FL# 15332-R2 IVII 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 i 16' wide. Roll Up Automatic Other 2. Windows June _10 14 Single Hung Horizontal SVider Casernent Double Hurd_ Fixed Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window SilverLine by Anderson Extruded Vinyl Horizontal Slider FL# 14994 i Window w/ NailinR Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918,2 w/Nailing Fin Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 wning__ Pass Through Projected Mullions Wind Breaker Dual Action Other Category Subcategory Manufacturer Product Florida Approval # Description including decin, al) 3. Panel Walls Siding mm James Hardie Building HardiePlank, Cemplank fiber- FL# 13192.2 R3 Products, Inc. cement lap siding Soffits James Hardie Building I HardieSoffit Panels, Cemsoffit FL# 132651 R-2 Products, Inc. i Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P,S Composite Panels Other Aluminum Coils, Inc. 1 Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles 1 GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R15 laminated, 5-tab and hip/ridge asphalt shingles Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation WaterDroofina June _'(11) 14 1 4 00P Built up roofing qerr? __ 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 Other Category / Subcategory 5. Shutters Accordion Bahama Colonial Colonial Roll up Equipment Other 6.- Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber VRailin Coolers/ Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Millennium Metals, Inc. 1 MMI-2B Off Ridge Vent Manufacturer MiTek Boise Cascade CAST- CRETE USA, Inc Product Description MT20 Laminated Veneer Lumber FL# 16568-RI Florida Approval # include decimal) FL# 2197-R5 FL# 1644-R4 4, 6, 8, and 12 inch wide lintels ': FL# 158-R7 June 2014 Wall Prefab Sheds Other 8. New Exterior Envelooe Products Applicant's Signature Applicant's Name _Tracy Wiggers_ Please Print) June 014 ri Alpine, an ITW Company 6750 Foram Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Citn lnfnrrrs tinn• Customer: Accu-Span Truss Company i Job Number: 20950 JobDescription: 7510 C ELEV. f7510 C ELEV. -DAVID WEEKLY Address: Lot 27 Reagan Pointe City, State, Zip: SANFORD, FL Name. Address: Address and License # of Structural FOR if one exists for the building: j License #.- State: city, State, Zip: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #: 1 W b64080016 Wind Standard: None Wind Speed (mph): 0 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psO. 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 44 truss drawings and 9 details. Item Seal # Truss j Item Seal # 1Truss 1 11 142.18.1736.1$6&4 F 1IF2 2 142.18.1736.17794 F 1 G 3 142,18,1736,1l 4 142.18.1736.18653 F2A 5 142.18.1736.17809 F03 6 1142.18.1736.17747 F3A 7 142.18.1736-18606 F4 8 1142.18.1736.18668 F4A 9 142,18.1736.18715 1F46 10 F5 11 142.18.1736.18607 FG1 12 142, 18.1736.17778 142A8. 1736.17669 FG2 13 142,18.1736.17732 F5A 14 1142,18,1736.17764 F513 15 142.18.1736.16313 F6 16 142.18.1736.18637 lF6A 17 142.18.1736.17717 IF7 18 142.18.1736A4489 lA01 19 142.1 & 1736.17903 A03 20 142.1 &.1736.18029 A03T 21 142.18.1736,17841 A04 22 142,18,1736.18091 A04T 23 142.18.1736,17670 iA05 24 1142.18.1736,17826 A05T 25 142.18.1736.17951 jA06 26 142.18.1736.17873 A06A 27 142.18.1736.17560 1B04 28 142.18.1736.17577 29 142.18.1736.17640 B02A 30 142A8.1736.17639 1303 B02 31 142.18,1736.14503 601 32 042.18.1736.17672 ICO2 33 142.18.1736.17623 iG01 34 1142.18.1736. 8075 JJG1 This docurnent Max been etectronicady 35 142.18.1736.1 &030 1JG2 36 1142.18.1736.Wot9 usiE43 ttigitat Signature. Printed copies YiItFMout an original signature must be verified using the original etecfron is version. Florida Certificate of Product Approval #FL1999 05 23 2018 o 70a'61 S tTAT iPrinted 5/23/2018 10:13:09 AM rr C;*— I. F r.m o4; Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com vra nrrvrrnuar vrr. - - Customer. Accu-Span Truss Company i Job Number. 20950 JobDescription: 7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Address: Lot 27 Reagan Pointe City, State, Zip. SANFORD, FL Item Seal # iTruss 37 14218.1736.18060 iEJ7T i 39 142-18,1736.17983 ICJ3 41 142,18.1736,17982 CJ3T 43 142,18,1736.18013 IHJ7T Item Seal # !Truss 38 1142.1 & 1736,18106 ICJ 1 40 142.18.1736,17888 CJ5 42 142.18.1736.17919 CJ5T 44 142.18.1736.17905 HJ7 i This document has been eiectronicailp signed using a Digital Signature. Printed i copies wimout an original signature must be verified using the original electronic version. Fre gp l ltlid7 i m TOTE, O 023201s Florida Certificate of Product Approval #FL1999 Printed 5/23/2018 10:13:09 AM Jab Number: 20950 Ply. 1 SEQN: 615779 1 T20 SY42 Cust: R408 JRef: lWb64080016 7510 C ELEV. f7510 C ELEV -DAVIO WEEKLY Qty 3 :FROM TH DrvNo: 142.18-1736,18684 Truss Label Fi KD f BAF 05/22/2018 9'3" 10'6;4 23'6"4 24' " 29'l0"8 r - - 9'3" i'3"4 13' 11" 2 5'4"8 2'6"12 --}- 2'6"12 -^ [- 2'6"12 --+-- 2'6"12 -- 2'6"12 --- 2'6"12 -+ 2'6"12 - }--- 2'6"12 y a? W=3X4 3X8 =3X4 3X4-3X10(16) =4X6=3X4(24) A B C D E F G H I J K L M N O ZI I Y X W V U r7T 3X6=3X6[61 '=3X4 =3X10 =W=3X4 4X10 Loading Criteria (psf! Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld 55.00 Mean Height: NA ft NCBCLL 10,00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber - Top chord 4x2 SP #2 Dense Sot chord 42 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 61 W3X6 3.00 L 1.25 (16) W3X10 5.50 R 1,25 1241 W 3X4 2.25 R 1.25 Deflection Max JT VERT DEFL: LL: 0.25" DL: 0,27", See detail 18'4" 29' 10"8 3X6 +-3X4 11'6"8 -- - ---- -- 10 Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAf PP Deflection in loc L/defl L/# Loc R / U l Rw / Rh ! RL 1 W Pf: NA Ce: NA VERT(LL): 0.253 E 856 360 Z 905 1-1 17.3 Lu: NA Cs: NA VERT(TL): 0.492 E 609 240 T 1937 (- 1- / - 5.5 Snow Duration: NA HORZ(LL): 0.040 B - Q 551 / - 1- ! - 1- l 7.3 HORZ(TL): 0,056 B Z Min Brg Width Reg = 1.5 Code / Misc Criteria ! Creep Factor: 2.0 T Min Brg Width Reg = 1,5 Bldg Code: FBC 2017 RES Max TC CSI: 0.914 Q Min Brg Width Reg = 1.5 Bearings Z, T, & Q are a rigid surface. TPI Std: 2014 ;Max BC CSI: 0.738 Bearings Z & Q require a seat plate_ Rep Factors Used: No Web CSI: 0.7803x FT/RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): _-_ Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Vec 17.02.01A,1114.21 Chords Tens.Comp. Chords Tens. Comp, B- C 0- 2620 H- 1 0 -1942 C- D 0- 2620 1- J 1799 0 D- E 0- 2860 J- K 1799 0 E- F 0 -2857 K- L 374 -1069 F- G 0 -1942 L- M 363 -1082 G- H 0 -1942 M- N 357 -1078 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 1592 0 U-T 505 -183 Y- X 2980 0 T- S 450 - 936 X- W 2857 0 S- R 1082 - 363 W- V 2852 0 R- Q 864 - 78 V - U 505 -183 yyg$44tiPR@1 fiddEa+<<. DEFLCAMB1014 for camber recommendations. s # a $"IFS Maximum Web Forces Per Ply Additional Notes' ee € t Webs Tens.Comp. Ibs) Webs Tens. Comp 2x6 continuous strongback. See detail ri 3 ". t "" i Z-B 0-1769 V-I 1638 0 STRBRIBR1014 For bracing and bridging 41 * B- Y 1137 0 I- T 0 •2221 recommendations. Deflection estimate assumes composite action with f 4 Y-D X 0 -398 217 -421 T-K K - S 0 -1518 1016 0 single layer of the appropriate span rated glue -nailed 08p m iii F - V 0 -1129 N - Q 86 960 wood sheathing. Webs are square cut except dbl diagonals or as r otherwise shown. S 1 Truss must be installed as shown with top chord up.# ice$* 05 23 2019 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tnasses roquire extreme care in fabricating, handlingq shipping installing,and brae rig. Refer to and follow the latest edition of SCSI (Building Component S fery Information, bVV TPI and SBCA) fbii safety practices prior to per[orming these functions. Installers shall provide temporary bracing per BG SI. Unless Hated otherwise top chord shall have properly attached structural sheathing and bottom hord shall have a prope y attach€_d rgqid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing ms allod per BCI sections 83, B7 or 810, as appbcable, Apply pates to each face, o truss and position as shown above and on the Joint Details. unless Hated otherwise. f2efer to drawings 160A-Z Eor standard plate positlons. Alpine, a division of ITW Building eeompanents Group Inc, shall not be responsible for any deviation from this drawin an failure to build the I in conformance with ANSI71 RI 1, or far handling, shipping, installation and bracing of,trussesA gal on this dr wir g or cover page, . listing this drawing indica es acceptance of pro essiona gn ineenng responsibility solely r tthe desi n shown. The suitabilityanduseofthisdrawingoranystructureistheresponsibiiitofthebuildingDesignerperANSI/TPI 1 S c.t. For more information see this lob's general notes pane and these wet) sites: ALPINE. avww-alpinettw.com: TPI. www.tpinst. SBCA: www.sbchU )s[ry egrn: ICQ www.iCcsaf ALPINE AN (PN ,:C'APUVt 6750 Fomm Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 { SEQN: 145333 f T2 / SY42 I Oust RR408 JRef 1 Wb64080016 7510 C ELEV /7510 C ELEV DAVID WEEKLY City I !FROM TH DrwNo: 142-18-1736.17794 Truss Label: FIG KM I WHK 05/22/2018 5'4"8 74"8 4"8 29'10"8 r— i 4"8 2 22'6" 2' 6" r - 2'6"12 --f 3 2' 6"12 ( 1'6"4 1 - 2'3"4 -{- 274 --}` 2'34 --[-_ 2'3"4 '' 2'3"4 -{ _ 2'3"4 2'3"4 ? III i X3 1111 X3 = 4X6 3X4 III I X3 1X3 111X3 Ii1X3 --W=3X4 =3X4 -5X8 5X6f181`W=3X4 ==,W=3X4 5X8(26) =IX3 A B C D E7 F G H I J K L M N O P Q R S f % _ .__. ._ 10' ACI AB AA .,_ -._., Y X _ __ W .._. ._ -. V - - rIU 1X3 a3X4 -3X4=3XI0(121 -W-3X4 --3X10[171 3X$ 1X3 aX61?91 11'6" 4 Loading Criteria ( Psf) 1, Wind Criteria TCLL 40. 00 Wind Std: NA TCDL: 10. 00 Speed: NA mph BCLL: 0. 00 Enclosure: NA BCDL: 5. 00 Category: NA NA Des Ld 55-00 MeaEXPn H i MeanHeight: NA it I NGBCLL: 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 endwail: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 :W20 4x2 SP #2 Dense: Special Loads Lumber Dur. Fac.=1.00 I Plate Dur.Fac.=1,00) TIC From 100 plf at 0.00 to 100 pif at 15,12 TC: From 50 pif at 15,12 to 50 pif at 29.63 BC: From 10 pit at 0.00 to 10 pif at 13.63 BC: From 5 plf at 13.63 to 5 pif at 29.63 TC: 26 lb Conc. Load at 15.12,17.12,19.12,21.12 23A 2, 25.12,27.12,29.1229.60 Plating Notes All plates are 3X6 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 121 W3X10 4.00 L 1.25 (171 W3X10 4.00 R 1.25 181 W5X6 2.75 R 2.75 [261 W5X8 4,75 R 2.75 291 W4X6 O 1,50 18'4" 4 29' 10" 8 --[ now Criteria ( P9,Pf in PSF) 1 Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U_ / Rw / Rh / RL_ W Pf: NA Ce: NA VERT(LL): -0.240 M 905 360' AC 750 (- 7.3 Lu: NA Cs: NA VERT(TL): -0.419 M 999 240 Z 1523 / 140 1 - 6-0 Snow Duration: NA HORZ(LL): 0.0, U U 618 / 1604 ! - 1 - 1- 173 HORZ(TL): 0.04, U AC Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2,0 Z Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES I Max TC CSI: 0,929 j U Min Brg Width Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.717 Bearings AC, Z, & U are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.810 Bearings AC & U require a seat plate. FT/RT: 0(0)/0(0) Members not listed have forces less than 375# Plate Type( s): A Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 17.02.01A.1114 20 ':, Chords Tens.Comp. Chords Tens. Comp. Additional Notes B - C 0 -1985 J - K 2155 -1411 2x6 continuous strongback. See detail C - D 0 -2000 K - L 3866 -2152 STRBRIBR1014 for bracing and bridging D - E 0 -1994 L - M 3866 -2152 recommendations. E - F 750 -1136 M - N 3866 -2152 Deflection estimate assumes composite action with F - G 750 -1136 N - O 3866 -2152 single layer of the appropriate span rated glue -nailed G - H 750 -1136 O - P 3121 -1682 wood sheathing. H - 1 753 -1140 P - Q 3121 - 1682 Webs are square cut except dbi diagonals or as I - J 2155 -1411 otherwise shown. Negative reaction( s) of -1604# MAX. from a non -wind Maximum Bot Chord Forces Per Ply (Ibs) load case requires uplift connection. See Maximum Chords Tens.Comp. Chords Tens. Comp. Reactions. Truss must be installed as shown with top chord up. AC -AB 1271 0 Y - X 517 -382 AB -AA 2000 0 X - W 1911 - 3313 AA- Z 1869 0 W - V 2053 - 3800 n,aasals str f Z - Y 517 - 382 V - U 985 -1873 v- Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp, Webs Tens Comp. AC-B 0 -1413 X-K 1297 -560 I B - AB AA-E 793 0 721 0 K- W O-V 269 -619 761 -416 a e E- Z 0- 1277 V- Q 780 - 1398 Z-1 1701 -1419 Q-U 2147 -1113 SiAT a I - X 1001 -1986 S - U 523 - 86 05, 23, 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin , hand!inq shippm installing and bracing. Refer to and follow the latest edition of BGSI (Building nent S fety Information, by TPI and SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporal Rer 38SI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hand shall have a properly f rigqid ceiling Locations shown for Aermanent lateral restraint Of webs shall have bracing installed per BC sections 63, 67 or 810, icable. ApplypfatostoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwise. Refer to is 160A- Z for standard plate positions. a division of ITW BuildiaqCompont nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI TPI 1, ar Fur handlmd shipping, installation and bracing of,trussesA "al on this drawing or cover page this hawing indica es acceptance of pro-tesswnar engmeerintt responsibility solely for theg des ign shornTn. The suitability tea this ddrawing or any is is the responsibility of the Building Designer per ANSI/TPI t Sec.2. nfn.,n: at nn enn I— nh c n --. -- -- ..—I 1-- —1, -- 4. 0111. ..,..... . TO. ,.n.n., tn,ncf nrn 1— ..,..,.. af.r ,n.4...Vn.. nm ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number. 20950 Ply: 1 SEQN: 615769 / Tl l I SY42 Cust: RR408 JRef: iWb64080016 7510 C ELEV. 17510 C ELEV, -DAVID WEEKLY i Qty: 6 FROM: CH DrwNo: 142.18.1736 18622 Truss Label: F2 KM t WHK 05/22t2018L... - - - _-------- 9'3" 10'6" 23'0"12 97 ,3,8 12'6"4 1712 i I - - 2'6"12 --- 2'6"12 - - 2'6"l2 -- -^- 2'6"12 --1- --- 2'6"12 --}-- 1'10- - W = 3 X 4 3X8[4] ==3X4 -3X4 =3X10 -3X4 =3X4 A B C D E F G H I J K L 71 E_ 3X6 3X8(6] 3X4 S= 3X8[14j-W Q3X4 3X10f 81 = 4 N 187'4 4'5"8 --- - - 23'0" 12 ---. __.. W . ------------{ Loading Criteria (psf) Wind Criteria Snow Criteria (Pq,Pf in PSF) DefIICSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NAi PP Deflection in lac L/deft L/# Loc R (U / Rw / Rh / RL W _ TCDL: 10.00 1 Speed: NA mph PE NA Ce: NA i VERT(LL): 0,258 F 842 360 V 971 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 P 1667 / • / - ! - ! - 6.0 BGDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brig Width Reg = 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.060 B P Min Brg Width Reg = 1.5 Mean Height: NA it NCBCLL: 10,00 TCDL: Code / Misc Criteria Cree Factor: 2.0p Bearings V & P are a rigid surface. NA psf Soffit: 2.00 BGDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.652 Bearing V requires a seat plate. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.733 Rep Factors Used: No 1 Max Web GSI: 0.734 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: NA ft Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwail: NA FT/RT:O(0)/0(O} Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.211 B - C 0 -2896 G - H 73 -2649 Lumber C - D 0 -2896 H - I D- E 0 -2896 1- J 73 - 2649 1226 0 Top chord 42 SP #2 Dense E - F 0 -3386 J - K 1226 0 Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: F - G 0 -3386 K - L 457 0 Webs 4x2 SP 93 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens.Comp_ Chords Tens. Comp._- V- U 1727 0 R- Q 1347 - 595 Plate Shift Table U- T 3403 0 Q- P 1347 - 595 JT Plate Chord JT Plate Chord T - S 3386 0 P - O 0 -479 No Size Shift Bite No Size Shift Bite S - R 3383 0 41 W 3X8 4.25 L 1.25 [ 6] W 3X8 3.50 L 1.25 14] W3X8 4,00 R 1,25 [181 W3X10 3.50 R 1,25 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Camp. 2x6 continuous strongback. See detail aaftrleastftrrat.•s a= 0rx V - B 0 -1919 R - 1 1540 0 STRBRISR1014 for bracing and bridging SO B- U 1248 0 I- P 21522901recommendations. qa U-E qg -561 P-K 0 -901 Deflection estimate assumes composite action with layer the p e 4pi E - T 317 - 426 O - L 0 - 503 single of appropriate span rated glue -nailed a*+ p G - R 0 • 1141 wood sheathing. 41 This truss spaced @ 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 08 s13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 a overhang. Roof load: 20,00 psf ILL and 17,00 psf CL, Webs are square cut except dbl diagonals or as otherwise shown. T00Is Truss must be installed as shown with top chord up. CO/" 05 23 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlinp. shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingWentSfetyInformation, bVV TPI and SBCA) ff t safety practices prior to performing these functions. Installers shall provide temporarryY per BGSt., Unless noted otherwise,top chord shall have properi attached structural sheathing and bottom Chord shall hav a progpeny d rigid-ilin9. Locations shown for ermanent lateral restraint f webs shall have bracin Installed per BCSI sections 63, 7 or 810, cable. A ply plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINEis160A-Zpfor standard plate positions. a division of ITW Building omponpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,w.r conformance with ANSI f 11, or or handlin, shipping, installation and bracing of trussesA eal on this drawl or cover page , 6750 Forum Drivethis lrawin indicates acceptance of pro essrona en sneering responsibility solely Aor the d@s n hown. The suitBbrHty Suite 305 af o! tohisG awinog for any structuredis'thewresponskib IlWo tthe l6' Ui di og Depsigrtertp nper ANSII Pf 7 C. I st y com. IG C_ wwr _ir s Few___ _ Orlando FL, 32821 Job Number: 20950 Ply 1 SEON: 615774 / T12 / SY42 j Cust: RR408 JRef 1 Wb64080016 7510 C ELEV- /7510 C ELEV- -DAVID WEEKLY City 1 i FROM: CH DrwNo: 142.18-1736-18653 Truss Label: F2A KM / WHK 05/22/2018 8 916,18 . 23712 10" 2'6"12 --- 2'6"12 - 2'0"12 ---- 2'6"12 - -- - 2'6"12 --- 2'6"12 --- - 2'6"12 -- W =3X4 3X8 =3X4 =3X4 =3X10 -3X6 -3X4 A B C D E F G H I J K L Loading Criteria (psf) I Wind Criteria TCLL: 40.00 Wind Sid: NA TGDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10,00 TGDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 1 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc, from endwall: NA NA GCpi NA Wind Duration: NA Lumber _ Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 131 W3X8 3,75 R 1,25 [171 W3X10 3.75 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 13.75 PSF) supporting 0-0.0 roof spans with 0-0-0 overhang. Roof load: 20,00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 17' 1 "4 5' 11 "8 10' 23'0"12 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh l RL W Pf: NA Ce: NA I VERT(LL): 0.192 T 999 360 I V 863 / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.424 IN 240 p 1818 l - / - / - 1- l 6.0 Snow Duration: NA ':, HORZ(LL): 0.032 B - V Min Brg Width Req = 1.5 HORZ(TL): 0.047 B P Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 j Bearings V & P are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat plate. TPI Std: 2014 j Max BC CSI: 0,781 k Rep Factors Used: No Max Web CSI: 0.711 1 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTlRT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Vor 17.02.OtA.1114.21 B-C 0 -2454 G-H 718 -2095 W ___---_--- C - Q 0 -2454 H - I 2025 0 D- E 0- 2454 1- J 2025 0 E- F 220 - 2669 J- K 457 0 F- G 718 - 2095 K- L 457 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, V- U 1503 0 R- O 928 - 1333 U - T 2672 -214 O - P 928 - 1333 T- S 2669 -220 P- O 0 - 786 S - R 2664 -227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 1,#%1+ta,asaa rr°a V- B 0 -1670 H- P 0- 2087 B- U 1051 0 P- J U- E 465 - 472 J- O 0 -1378 582 0 Aera \ °-" ^ sTm. _ " C) E- R 0 -1150 O-L R - H 1492 0 0 - 501 05 23r2018 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRF IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL as any on THEINSTALLERS d follow the latest edition of BCSI (Building ctlons. Installers shall provide temporary inq and bottom hord shall have a properly ns aped per BC I sections B3, B7 or 10, etails, unless noted otherwise. kefer t0 n from this drawing,an failure to build the A eal on this drawlX9 or cover pa e , ly for the Pdesigcshown. The suitability st. org.. 58CA. w sl of qustry. corn 1 -C. w i(; saf IRO 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 SEQN: 140232 1 T22 t SY42 Cust RR408 JRef- iWb64080016 7510 G ELEV 17510 C ELEV -DAVID WEEKLY Qty 6 FROM TH DrwNo 142.18.1736.17809 Truss Label: F03 ( KM / WHK 05/22/2018 13'5" 13'5" 15'S" 22'1"10 2 618" 10 f -- 2'6"12 ..._ 2'6"12 2'6"12 --- - 2'6"12 -----1 3X4 -' W = 3 X 4 A - 3 4C D=3X8[8] F G - 3X4 3X4 r— 57'4 R3X811 j W =3X4 22'1"10 P 1616,16 2'6"12 — { 1'3"6 3X4=3X6i19] I J KK O N 3X6[18] I 1112X4 L 10, 3X 21j ` r Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pf in PSF) 1 D@flICSI Criteria I Maximum Reactions (Ibs) TCLL: 40,00 Wind Std: NA Pg: NA Ct NA CAT: NAl PP Deflection in loc L/defl L/# i Loc R / U / Rw l Rh / RL 1 W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA I VERT(LL): 0.163 O 999 360 T 211 / 237 l - l - l7.3 SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.332 O 875 240 S 1623 1- (- 1 - f - 18.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.022 M - - i M 818 l - Des Ld: 55.00 EXP: NA Mean Height: NA tt HORZ(TL): 0.030 N1 T Min Brg Width Req = 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0P S Min Brg Width Req = 1.5 Soffit: 2,00 TCDL: NA sf BCDL lastsf Bldg Code: FBC 2017 RES Max TC CSI: 0.910 M Min Brg Width Req = - Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 1 Max BC CSI: 0.905 Bearings T & S are a rigid surface. I Bearings T & S require a seat plate. Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.651 Loc. from endwall: NA FT1RT:0(0)10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B - C 622 - 142 G - H 0 -1669 Top chord 4x2 SP #2 Dense 2x6 continuous strongback. See detail C - D 1366 0 H - 1 0 - 2308 Bot chord 4x2 SP #2 Dense STRBRIBR10/4 for bracing and bridging D - E 1366 0 1-1 0 -2177 Webs 4x2 SP #3 recommendations. E - F 0 -1669 J - K 0 -2177 Deflection estimate assumes composite action with F - G 0 -1669 Plating Notes single layer of the appropriate span rated glue -nailed All plates are 1 X3 except as noted. wood sheathing. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table Webs are square cut except dbl diagonals or as Chords Tens.Com p' Chords Tens Comp, otherwise shown. JT Plate Chord JT Plate Chord Negative reaction(s) of -237# MAX. from a non -wind T - S 142 -622 P - O 2308 0 No Size Shift Site No Size Shift Site load case requires uplift connection. See MaximumqP S - R 442 0 O - N 2309 0 81 W3X8 4.25 L 1.25 (11] W3X8 3.50 L 1.25 Reactions. R - Q 442 0 N - M 1383 0 18] W3X6 2.50 R 1,25 (19] W3X6 3.25 R 1,25 Q-P 2306 0 211 W3X6 2.75 R 1.25 Truss must be installed as shown with top chord up. Hangers I Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0,16" DL: 0.22". See detail DEFLCAMB1014 for camber recommendations. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Come. T-B 690 -159 Q -H 0 -767 C-S 0-1110 1•N 89 -420 S -E 0-1980 N -K 879 0 E-Q 1367 0 K-M 0 -1539 05 231z2()I8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricating, handlingQ, shipping, installing and bracingg. Refer to and follow the latest edition of SCSI (BuildingnentSfetyInformation, byy TPI and SBCA) handling, safety practices prior to perforli ing these functions. Installers shall provide temporary i per 84SI.. Unless noted otherwise,top chord shall have properly attached structural sheathmq and bottom phord shall hav a properly rigqid ceilingq Locations shown for permanent lateral restraint (webs shall have bracingg installed per CSI sections B3, 7 or 10, icabie. A pTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to s 160A-Zpfor standard plate positions, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawinq,anv failure to build thecpnfonnancewithANSittttPI1, or for handimd, shipping, installation and bracing of,trussesA gal on this dr I or cover pagethisdrawinggindicatesacceptanceofpro%ssronal engine ring rgsponsrbihttyv solely tsar the d s ign shovfn. The suitability ie of this drawing for any structure is the responsibility of the Building Design er per ANSVTPI Sec.2. I.- .,.,. ..s ...,, '............... - ....... ..I ... .......... Toi ...,.... ,.....e....,. Cain ......., -...n..—, -- III I ... .,.. ,., o 11 AL1""II VG R1IPN CIE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV. 17510 C ELEV. -DAVID WEEKLY Truss Label: F3A 1'7"5 + 1'4" TYP) 3X4A AJ At 3X4 Ply 1 SEQN: 140233 / T26 I SY42 Gust RR408 JRef 1Wb64080016 City: I FROM TH DrwNo 142.18 1736,17747 KM t WHK 05/22/2018 22'1"10 20'5"9 L T 3X4 3X4R Loading Criteria (psf) 1 Wind Criteria I Snow Criteria (Pg,Pf n PSF) 1 Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLFI TCLL: 40,00 Wind Std: NA 1 Pg: NA Ct: NA CAT: NAI i PP Deflection in loc L/defl L/# I Loc R U IRw /Rh IRL 1W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 i AJ- 109 1 - t - /265 BCLL: 0.00 Enclosure: NA Lu : NA Cs: NA I VERT(TL): 0.000 0 999 240 AJ Min Brq Width Req BCDL: 5.00 Category NA Snow Duration: NA 1 HORZ(LL): 0,000 R Bearing AJ is a rigid surface. Des Ld: 35_00 EXP: NA__ Mean Height: NA Ft HORZ(TL): 0.000 R Bearing AJ requires a seat plate, NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria Bldg Code: FBC 2017 RES Creep Factor: 2.0 t Max TCCSI: 0,168 Members not listed have forces less than 3759Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.038 Spacing: 24.0 CRC Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.042 Loc. from endwall: NA FT1RT:0(0)/0(0) 1: NA GCpi: NA Wind Duration: NA Plate Type(s): WAVE VIEW V-e _r 17.02.01A.1114.20 Lumber Top chord 4x2 SP 42 Dense Bot chord 4x2 SP 92 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer, Plating Notes All plates are 1 X3 except as noted, Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 05 23 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 fabricating, hgndl* hippn,installing and bracing. Refer to and follow the latest edition of BCSI (BuildingIT,' , ractices priornent3fetyInformation. b, TPI an 3 CA) r to performing these functions. Installers shall provide temporary per 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom hord shall have a properly ica%%d I Locations shown for ermarient lateral restraint of webs shall have bracing installed per BC I sections 63. 67 or 10Tp,npY ,,Iatps to each face opiruss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Build ia Componprits Group Inc. shall not be responsible for any deviation from this drawing any failure to build theconformancewithANSIPI1, or or handling, shipping, installation and bracing of trussesA eal on this dr. wing or cover page this drawing, indicates accertance of Kd) essionA Engineering re q t, , ponsibflli solely or the Vesan shown. The sui abilityIeothisrawingloranystructureiseresponsibiItyofthe, Building Designer per ANSIrTP 1 cl. 1W _ Q1_1 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 ply 1 1 SFQN: 615756 1 T32 I SY42 Cust. RR408 JRef 1Wb64080016 7510 C ELEV 17510 C ELEV. -DAVID WEEKLY Div 8 FROM. TH DrwNo: 142,18,1736.18606 Truss Label: F4 KM I WHK 05/22/2018 81 97"4 1 ---- ------ - 17'4 16'74 1 7' 2'6"12 2'6"12 1'6" 12 — ------ 2'6" 12 ii 1 X3 -----W=3X4 1 X3 =3X8 111X3 =3X4 =3X4 111X3 >=3X8 IQX4 A 6 C D E F G H I P 1 3XX3 6 Loading Criteria (psf) 11 Wind Criteria TCLL: 40,00 Wind SIA: NA TCDL: 110.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL:— 5+00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24,0 C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 14] W4X6 3.00 R 1.25 Hangers I Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB101 4 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dtif diagonals or as otherwise shown. Truss must be installed as shown with top chord up 10, JAO_ 11' IAJ Nt 1 AJ = 14 AD 1141 JAO W= H0312 16' 74 Snow Criteria (Pg,Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# j Loc R / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(L4 0.208 M 929 36011 P 899 / I I 1 1 7.2 Lu: NA Cs: NA VERT(TL): 0,365 M 738 2401 J 913 / I / / I - Snow Duration: NA HORZ(LL): 0,035 B P Mir) Brg Width Req z 1,5 HORZ( TL): 0.048 6 J Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface, Bldg Code: FBC 2017 RES Max TC CSI: 0,657 Bearing P requires a seat plate. TPI Sid: 2014 Max BC CSI: 0.795 Rep Factors Used: No Max Web CSI: 0.539 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17,02,01A,l 114.21 B - C 0 -2601 E - F 0 -2567 C - ID 0 -2601 F-G 0 -2567 D- E 0 -2917 G-H 0 -2567 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, P- 0 1577 0 M-L 2917 0 O- N 2919 0 L - K 2914 0 N- M 2919 0 K - J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. P- B 0 .1753 E-K 0 -658 B- 0 1132 0 K-H 1094 0 O- D 11 -595 H - J 0 -17% COA q8 N kkk- 0523, 20 18 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 handingshippin , installing and bracing. Refer to and follow the latest edition ofBCSl (Building Component Safety rsa ety iRiactices phorto performing these unctions. Installers shall provide tempera bracin per01. Unless noted o herwi e,top chord shall have properly attached structural sheathing andbottv 51 aftach2ri i R C ghord shall have a proge ly 9iciceiliny. LocationsorpermanentlateralrestraintIFwebsshallhavebracinginstalledCIsectionsB3,B7 or 10, asapplicaI5'. Appy ', Iates to each face of truss and position as shown above and on the JoinoDetails, unless rioted otherwise, keferto drawings 16 A-Z for standard plate positions. Alpine, a division of ITW Buildi omponpnts Group Inc shall not be responsible for any deviation from this d rawi n ang, failure to build the rug milcorifmriaric. with ANSTI$l 1 . or or handli* shippiny, installation and bracing of trussesA real on this d3wil 9 or cover page pe asIrawng, indicates acceptance of 0), a I ressOnAg.rigmeening responsibility solely or the design shown. The sui ability n thisrawingforanystructureisAeresponsibilityoftheBuildingDesigerperANSI1TPI1oc. . For more information See this lob's general notes page and these web s4e35. ALPINE. — alppheitw Cott, TPt — tpist wg SBCA w sboodustnLoom JCC w Qcsat PANE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply: 1 SEQN: 615751 / T41 / SY42 Cust: RR408 JRef: 1Wb64080016 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 142 18 1736 18668 Truss Label: F4A KM / WHK 05/22/2018 8' 9'7"4 16'7"4 8' 1'7"4 7' 2'6"12 - -..- 2'6"12 - 1'6"12 ......... 2'6"12 ---- 31 ii. 1 X3 = W=3X4 1 X3 = 3X8 i01 X3 =3X4 3X4 111 X3 = 3X8 1112X4 A B C D E F G H I P 1 3X6 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 i Category: NA j EXP: NADesLd: 55.00 Mean Height: NA it NCBGLL 10.00 TCDL: NA psf Soffit: 2.00I BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall, NA I: NA GCpi: NA I Wind Duraton, NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP 92 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP 93 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 141 W4X6 3,00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 10' r JAO W =H0312 ill IA15 ill111J =4AtD[14] - 3X8 16'7"4 Snow Criteria (Pg,Pf,n PSF) ' Defl/CSI Criteria i A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defi L/# I Loc R U / Rw !Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.208 M 929 3601 P 899 /_ /_ / - ! 7.2 Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 i S 913 l - / 15.5 Snow Duration: NA HORZ(LL): 0.035 B - ( P Min Brg Width Req = 1.5 HORZ(TL): 0,048 B S Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 ! Bearings P & S are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.657 1 Bearings P & S require a seat plate. TPI Sfd' 2014 Max BC CSI: 0 795 Rep Factors Used: No Members not listed have forces less than 375# Max Web CSI: 0.539 1 Maximum Top Chord Forces Per Ply (ibs) FT/RT:0(0)!0(0) Chords Tens.Comp. Chords Tens. Cornp. Plate Type(s): I .-------- _ ---.-------.---- WAVE, HS I VIEW Ver. 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 liC - D 0 - 2601 F - G 0 - 2567 D-E 0 -2917 G-H 0 -2567 05/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 1577 0 M-L 2917 0 O-N 2919 0 L-K 2914 0 N- M 2919 0 K- J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens, Comp. P -B 0 -1753 E-K 0 -658 B-0 1132 0 K-H 1094 0 O-D 11 -595 H -J 0 -1756 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s revque extreme care in fapricatin9, handlin shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (BuildingnentSafetyInformation, byY TPI pnci SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary per BGSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bolt4m hord shall have a pro erly d raqid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BGI sections 83, 87 or 10, scab"ie. Apply plates to each face otptruss and position as shown above and on the Joint'Details, unless noted otherwise. (Refer to Is 16OA-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing.anY failure to build the conformance with ANSIfi PI 1, or for handling, shipping, installation and bracing of trussesA eat on this drawing or cover pagethisdrawinggindicatesacceptanceoftp#ro essiona engineering responsibilittyv solely for the des' n shown. The suitabilityFeofthisdrawingforanystructureisfheresponsibilityoftheauildingDesigrierperANSIITPI1S(c.2. r4 PN ur mrr CUMiWiP 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply: 1 SEQN 615746 ( T27 I SY42 ! Gust: RR408 JRef: iWb64080016 7510 G ELEV. f7510 C ELEV. -OAVID WEEKLY Qty: 1 FROM: TH OrwNo 142 18,1736.18715 Truss Label: F4B KM 1 WHK 0512212018 8' 910"8 16'7"4 8' 1'0„$ 7'61 2 2'6"12 2'6"12 1'3"12 , 2'6"12 27"8 --- 8"4 4' 47 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 " W=3X4 3X4 4X8[41 3X4 =3X4=4X81151 1112X4 A B C D E FG HH I J R1 _ I AX6 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense 32 4x2 SP #2 Dense: Bat chord 4x2 SP #1 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 t Plate Dur.Fac.=1.00) TC: From 50 pif at 0.00 to 50 plf at 16,48 BC: From 5 pif at 0.00 to 5 pif at 16.48 TC: 199 lb Conc. Load at 0.96, 2.96, 4.96, 6.96 8.96,10.96,12.96,14.96,15.96 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W4X8 4.25 L 1.25 [61 W3X8 3,50 L 1,25 141 W4X6 3,25 R 1.25 [151 W4X8 4.25 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 6At9tbl W=H0312 15"1"4 16'7"4 xX _(*, 10' K 3X4 Snow Criteria (Pg,Pf ,n PSF) I Deft/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in !oc Lldefl Ll# Loc_R 1 U l Rw 1 Rh 1 RL l W Pf: NA Ce: NA VERT(LL): 0.226 D 811 360 R 1195 1- 1- 1- l - 17.2 Lu: NA Cs: NA VERT(TL): 0.396 D 590 240 L 1503 / - 18-0 Snow Duration: NA HORZ(LL): 0.037 B - R Min Brg Width Req = 1,5 HORZ(TL): 0.051 B L Min Brg Width Req = 1.5 Code l Misc Criteria Creep Factor: 2.0 Bearings R & L are a rigid surface. Bldg Code: FBC 2017 RES 1 Max TC CSI: 0,908 Bearings R & L require a seat plate. TPI Std 2014 Max BC CSI 0 873 CSI: 0.659 Members not listed have forces less than 375# Rep Factors Used: No Max Web Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)!0(0) Chords Tens.Comp_ Chords Tens. Comp. Plate Type(s):— WAVE, HS VIEW Ver 17,02,01A.1114.21 B -C 0 -3352 E - F 0 -3255 C - D 0 - 3352 F - G 0 -3255 D- E 0- 3655 G- H 0- 3255 05 23'2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 2101 0 O-N 3655 0 Q- P 3659 0 N- M 3648 0 P- 0 3659 0 M- L 2016 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. R- B 0- 2334 M- H 1370 0 B- Q 1383 0 H- L 0- 2281 C- Q 0- 405 L- 1 0 - 464 E-M 0 -535 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall pprovide temporarryY bracing per 3eSI._ Unless noted a herwlse.top chord shall have property attached structural sheathin and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI I PI 1, or for handling, shipping, instaliattiiongand bracing of.tmiss sAeat on this dravring or cover psge listing thishawingindicatesacceptanceofproessionaTiitgofthreBu'1d7no Debiit so el Aor the disign shown, The surtabrlity and useothisdrawingforanystructureistheresyggperSe2u+w co*uMr±+ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV- /7510 C ELEV -DAVID WEEKLY Truss Label: F5 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 " 5'4"8 6'1"14 5;4' . i- — 2'6" -- ._.. - 2'6"12------- - - - - 6' 1 "2 .. __ .__._... 14„ _-. TYP) 3X4 A B C D 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 MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwali: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 15`1 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Ply: 1 j SEQN: 140230 / T1 / SY42 Cust RR408 JRef: 1 Wb64080016 City: 1 'FROM TH ! DrwNo: 142.18-1736,17778 i KM / WHK 05/22/2018 14' 11 "12 1,5' 1 "4 8'9"l 4 1''8 9,8„ 13 Del fCSi Criteria Maximum Reactions (lbs), or *=PLF PP Deflection in loc Udell L/# I Lo_c_ R U / Rw i Rh / R_L / W VERT(LL): 0.055 C 999 3601 U 306 ! - l - 173 VERT(TL): 0,096 C 949 240 .t L* 146 1 - 1110 HORZ(LL): 0.014 B - U Min Brg Width Reg = 1.5 HORZ(TL): 0.019 B L Min Brg Width Reg = - Creep Factor: 2.0 Bearings U & S are a rigid surface. Max TC CSI: 0.727 Bearing U requires a seat plate. Max BC CSI: 0.587 Max Web CSI: 0.110 Members not listed have forces less than 375# Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens, Comp. VIEW Ver:17.02.01A.1114,20 i U-B 0 -396 B -T 0 -391 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. D - S 0 - 400 05 23J2018 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, handling4 shippping9 installing and bracing, Refer to and follow the latest edition of SCSI (Building Component S fety Information, by TPI and SBCA) tb safety practices prior to performing these functions. Installers shall provide temporary bracin er BGOSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prose y art ch d rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC9I sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Componeents Group Inc. shall not be responsible for any deviation from this drawingq any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page listing this drawingg indicates acceptance of ppro esslona n ineerIng responsibility, solely for the design hown. The suitabilityanduseofthisdrawingforanystructureisfl1eresponsibilityofthebuildingDesignerperANSI/TPI 1 5eo. ALPINE 6750 Foram Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 3 7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Qty. 1 Truss Label FG1 3 Complete Trusses Required 27' 4'1"11 1 8'5"3 10'5"3 ; 4 - 2,2„ 1,11„1 2'3„8 Y - 2 --- 2, 4X6=4X 6[5] 1112X4 =3XX4 =5X6 =3F4 T v II13X4 =4Aa =tiAti u1LA4 =.5Au SEQN: 615782 l T39 t FLAT i Cust RR408 JRef iWb64080016 FROM: TH DrwNo: 142,18,1736.18607 KM / WHK 05/22/2018 12'8"10 14'8"6 16'10"6 2'3"8„8'" 1,11„12"1° 27' " II12X4 = 4X6[20] = 4X6 G H I 10 IILA4=.JAU[Iy1 = 4Aa I113X4 l r 16-10"6 r 1'10"4 2T'12 2'3"8 2'1"12 2T'12 2'5"4 1 2' _ 1'10"4 1'10"4 3'11"15 6'3"7 8'S"3 10'6"15 13'0"2 15'0"2 1610"6' Loading Criteria (psf) Wind Criteria Snow Criteria (P1'Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA I Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# Loc R ! U ! Rw ! Rh / RL W TCDL 10.00 Speed: NA mph Pf: NA Ge: NA I VERT(LL): 0,442 E 458 360 R 4297 ! • / i - ! - t 8'0 BCLL: 0.00 I Enclosure: NA I Lu: NA Cs: NA VERT TL : 0.773 E 333 240 BCDL: 5.00 1Category: NA i Snow Duration: NA HORZ(LL): 0.059 A - R Min Brg Width Req = 1.7 NAEXPDesLd: 55,00 l HORZ(TL): 0.081 A J Min Brg Width Req = 1.9 MeaMean Height: NA ft NCBCLL 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0R Bearings R & J are a rigid surface. Soffit 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.936 Bearing R requires a seat plate. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.944 Rep Factors Used: Yes Max Web CSI: 0,720 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: NA ft Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT(RT:0(0)!0(0) Chords Tens.Comp, Chords Tens. Camp. I: NA GCpi: NA p : Wind Duration: NA i Plate T e s YR (} 1 WAVE VIEW Ver. 17.02.01A.111421 A - B 0 - 2499 E - F 0 - 6618 Lumber t----- B - C 0 - 5486 F - G C- D 0- 5591 G- H 0 - 5584 0- 5491 Top chord 2x4 SP #1 Dense D - E 0 -6618 H - I 0 -2523 Bot chord 2x6 SP #2 :B2 2x6 SP SS: Webs 2x4 SP #3 :W 2, W4, W 12, W 14 2x4 SP 92 Dense: Maximum Bot Chord Farces Per Ply (Ibs) Nailnote Chords Tens.Comp. Chords Tens. Camp. Nail Schedule:0.128"x3", min. nails Q - P 2968 0 N - M 81 0 Top Chord: 1 Row @ 2.50" o.c. P - O 5591 0 M - L M 0 But Chord: 1 Row @12.00* o.c. O - N 5685 0 L - K 3012 0 Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each raw Maximum Web Forces Per Ply (Ibs) to avoid splitting. Webs Tens.Comp, Webs Tens. Comp. Plate Shift Table A - R 0 -1336 N - F 1040 - 24 JT Plate Chord JT Plate Chord A - Q 2801 0 F - M 0 -643 No Size Shift Bite No Size Shift Bite "arataarn,,<r Q - B 0 -1612 G - L 0 -621 51 W4X6 2.75 L 1,25 [19] W3X6 4.75 R 1.50 t B - P 2834 0 L - H P - C 0 - 700 H - K 2791 0 0 - 1680 20] W 4X6 2.75 R 1.25 r;* O-D 0 -621 K - 1 2821 0 Purlins 4 ** t D N 1035 25 1 J 0 1507 The TC of this truss shall be braced with attached f * E - N 0 •513 spans at 24" oc in lieu of structural sheathing. ;N oamAdditional Notes } t1 Trussmustbeinstalledasshownwithtopchordup. e ^^ ^y a COrit 05,23 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SfetyInformation, byY TPI and SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporaryry bracin per 38SI._ Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a propefly attach d r qqid ceiling Locations shown for Rermanent lateral restraint of webs shall have bracing installed per t3C l sections B3, B7 or 810, as applicable. Apply pplates to each face o truss and position as shown above and on the Joint Detads, unless noted otherwise. Refer to drawings 16OA- Z for standard plate positions. ALPINE Alpine, a division of ITW Building omponeTits Group Inc. shall not be responsible for any deviation from this drawing an failure to build the n; coMw ,r truss in conformance with ANSI/T 1 1, or ffor handlin shippm , installation and bracin of trussesA seal on this drawi g or over pa gge , , 675Q Forum Drive listingthis drawingindicatesacceptanceofproesslonaTqenireringresnsbilitysolelforthedesinhown. he sui£abili Suite 305 and seofthisdrawingforanystructureistheresponsibilitoftebuildingDesigrierperyANSI/TPI 1 Seca. For more information see Otis job's general notes page and these web sites. ALPINE. 'Mnw.atRineitw.coni. TPI. w 1pinst-orq, SBCA: w sboindustr. aim: ICC: w iccsafe o Orlando FL, 32821 Job Number. 20950 Ply: 3 SEON: 140244 I T28 t FLAT Cust RR408 JRef 1Wb64080016 7510 C ELEV-17510 C ELEV- -DAVID WEEKLY i Oty 1 FROM: TH ( DrwNo: 142,18 1736 17669 Truss Label: FG2 KM / WHK 05/22/2018 1.----- 3 Complete Trusses Required 2'3"10 13' "4 1 10 6 5 $ 5„4 4'6"4 6710 2., -'.'.----------- --6 +--- 8'9" ..-.- 10,111,10 12'9"12 4 0 2:1;:6 2,2„ 0 , 0„2 T A3X10[1] =3XB6[51 =3X4 1112XD4 =3X4=3X6j121=3X10[141 10' 3X141=3X6[61 =3X8 3X6[111 3X10[131 H III 3X4 ill 3X4 1' 9"1 4 E- - -- 1'9„1A 4,2"4 Loading Criteria (Rsf) 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: 0.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #2 Bat chord 2x6 SP SS Webs 2x4 SP 4302, W4, W 10, W 12 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 5.50" o.c. (Each Row) Bat Chord: 1 Row @ 3,25" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting, Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 pif at 13.27 BC: From 10 pif at 0.00 to 10 pif at 13,27 TC: 818 Ib Conc. Load at 2,15, 4,15, 6.15. 8.15 10. 15,12.15 BC: 818 lb Conc. Load at 2.15, 4.15, 6.15, 8.15 10, 15,12.15 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W3X10 3.25 L 1,25 (41 W3X10 3.25 R 1.25 51 W3X6 2,50 L 1,25 [61 W3X6 2.50 R 1.25 111 W3X6 2,50 L 1.25 [121 W3X6 2.50 R 1.25 131 W3X10 3.00 L 1.25 [141 W3X10 3.00 R 1.25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 13' 3"4 2' 5"6 2'5"6 67" 10 911" 2' 4"10 1191,10 11' 5"10 13'3"4 Snow Criteria (Pg,Pf in PSF) I Defl/CSl Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/deft L/# Loc R / U ! Rw / Rh / RL / W I--------------- Pf: NA Ce: NA VERT(LL): 0253 D 629 240 j N 5260 (- 7.3 Lu: NA Cs: NA VERT(TL): 0.443 D 457 1801 0 6015 l - / 6.0 Snow Duration: NA 1 HORZ(LL): 0.042 A i N Min Brg Width Reg = 2.1 HORpZ( TL): 0.057 A O Min Brg Width Reg = 2.4 Code / Mise Criteria Creep Factor: 2.0 Bearings N & O are a rigid surface. Bldg Code: FBC 20t7 RES Max TC CSL 0.776 Bearing N requires a seat plate. TPI Std: 2014 Max BC CSI: 0.793 Rep Factors Used: Yes Max Web CSI 0,982 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:O(0)!0(0) Chords Tens.Comp. Chords Tens, Comp, Plate Type(s):- WAVE VIEW Ver: 17.02,01A.1114.20 j A- B 0 -3429 D- E 0 -6981 Additional Notes B - C 0 -6116 E - F 0 -6176 C- D 0- 6981 F- G 0 -3553 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, M- L 3874 0 K- J 6386 0 L- K 6333 0 J- 1 4001 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- N 0 -1634 K- E 644 - 24 A- M 3734 0 E- J 0 - 664 M- B 0 -1406 J- F 2381 0 B - L 2453 0 F - 1 0 -1414 L- C 0- 687 1- G 3866 0 C- K 702 - 24 G- H 0 -1789 05 23'2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req lire extreme care in fahricating, handlin shippin i )stalling and bracing. Refer to and follow the latest edition of SCSI (Building Went5fetyInformation, byy TPI and SBCA) fr safetyractices poor to performing these functions- installers shall provide to ilporarrvv per BGSL_ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom horcl shall havQ a properly d rigid ceilmy. Locations shown for Rermanent lateral restraint of webs shall have bracng installed per BC I sections 63, L87 or B1 Q, cable. ARply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to is 160A-Z for standard plate positions. a division of ITW Buildinq CComponents Group Inc. shall oat be responsible for any deviation from this drawing an failure to build the conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dra'wir g or cover page . . this drawingg indicates acceptance 9f qprd essiona engineering responsibility solely or th e design hown. The suitability e of this drawing for any structure is flie responsibility of the Building Designer per ANSItTPI 1 S c. . ALPINE vr nw cCNrnm- 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply I SEQN: 140240 / T18 / SY42 j Cust: RR408 JRef lWb64080016 7510 C ELEV. 17510 C ELEV. -DAVID WEEKLY Qty 1 i FROM: TH DrwNo 142.18 1736,17732 Truss Label: F5A j KM I WHK 05122/2018 Loading Criteria (psf) TCLL: 40.00 TCOL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 ' 3" -- 2'6" 11 "8 2'6"12 ----------- - ----- -- 31, 2'6'12 2'6" ------4 1 111X3 3X4 1111 X3 1X3 3X4 -- 3X4 1111X3 3X4 = 1 X3 A B C D E F G 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA L NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 6'3"4 11'10"8 57*4 3X4 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) tion Lac R / U /Rw /Rh IRL /WPg: NA Ct: NA CAT: NAj PP Deflector in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.018 B 999 360 K 339 1- I - 73 Lu: NA Cs: NA VERT(TL): 0.034 B 999 240 J 694 / - / - 8.0 Snow Duration: NA HORZ(LL): 0.005 B - 1 339 1 - / /7.3 HORZ(TL): 0.008 B j K Min Brig Width Req = 1.5 Code I Misc Criteria Creep Factor: 2,0 1 1 Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.436 1 Min Brg Width Req = 1.5 TPI d: 2014St Max BC CSI: 0,605 Bearings K, J, & I are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,131 Bearings K, J, & I require a seat plate. FT/RT:0(0)/O(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17,C F261X 11T4120 i Chords Tens.Comp. Chords Tens. Comp. B- C 0 -405 E - F 0 -426 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. K- J 405 0 J- 1 426 0 Maximum Web Forces Per Ply (Ibs) Webs _-Tens.Comp,_ Webs-- Tens. 'Comp. K- B 0 -450 J- E 0 -438 C-i 0 -421 F - 1 0 -474 05 23i2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, h dl shipping and bracinp. Refer to and follow the latest edition of BCSI (BuildingI 'an "19, safety ctices prior to perfo ming these functions. Installers shall provide temperSfetyInformation. b, TPI an :SBCA) BeSI. Unless noted otherwise chord shall have properly attached structural sheathing and bottom hord shall have a temporary 7 progl,, 7 0iied, ceding. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BC I sections B3,.B A , ,, Iates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise kefer to BOA-Zpfor ysstandard platepositions. vision of ITW Buildifi)+ Components Group Inc. shall not be responsible for any deviation from this d7wing,an failure to build the forrnance with ANSI PI 1, or for handlinj shippiny, installation and bracing of trussesA Seal on th, drawim over pa drawing indicales acceptance of roessiona engineering n shown. (the sullrbility r responsibility solely or the desy e thisrawingoranystructureisAeresponsibilityoftheuddingDesignerperANSVTPI1ec.2, In. --'_ 1— ---- ".." " r ............ . I ALPIN-E 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Truss Label: F513 3", 2-T HH 1 X3 1X3 A B K 1X3 Loading Criteria (psf} TOLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCOL: 5,00 Des Ld 56_66_ 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 Q TCDL: NA lost 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 Bot chord 42 SP #2 Dense Webs 4x2 SIP #3 Special Loads Lumber Dur.Fac.=1,00 / Plate Dur,Fac.=1.00) TC: From 100plfat 0,00 to 100 pit at 5,81 TC: From 225 pit at 5.81 to 225 plf at 11.63 BC: From 10plfat 0,00to lopffat 11,63 Plating Notes All plates are 3X4 except as noted, Additional Notes See detail STRBRIBR101 4 for bracing and bridging recommendations. Deflection estimate assumes Composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Ply 1 SEQN, 140247 t T19 t SY42 CusL RR408 JRef lWb64080016 Oty I !FROM TH DrwNo 142.18,1736 17764 KM 1 WHK 0512212018 T, ZT12 2'6"12 2*6" 11112X4 C D HI 1 X3 1 X3 E F G 101 3X6 -1 X3 11,10,18 Snow Criteria (Pg,Pf,n PSF) ' Crefl/CSI Criteria I A Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NAI PIP Deflection in loc L/defl L/# i Loc R U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.013 F 999I 360 J* 207 179.3ILu: NA Cs: NA VERT(TL): 0.050 F 999 240 1 641 1 - t - /7,3 Snow Duration: NA HORZ(LL): 0.004 1 - i Min Brg Width Req HORZ(TL): 0.009 1 1 Min Brq Width Req = 1.5 Code I Misc, Criteria Creep Factor: 2.0 Bearings K & I are a rigid surface, Bldg Code: FBC 2017 RES Max TC CSI: 0,887 j Bearing I requires a seat plate. TPI Std: 2014 I Max BC CSI: 0,605 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,229 Maximum Top Chord Forces Per Ply (lbs) FT/RT:0(0)/O(0) Chords Tens.Comp. Plate Types}: WAVE VIEW Ver: 17.0: 201 1 7126 Maximum Bot Chord Forces Per Ply (Ibs) Chords _Tens.Comp-.__,,____ i - 1 744 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - B 0 -417 D - J 0 -471 J - E 0 -781 F - 1 0 -828 05 23,2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling h i , installing and bracing. Refer to and follow the latest edition of SCSI (Building I an ino6clices prior to performing these functions, Installers shall provide temporarySfetyInformation. b TPI 0'SBCA;'Arlsal epty a 01. Unless noted o herwise.top chord shall have pro pel fatlached structural sheathing and bottom Ihord shall have a pro Pyaidceilin?. Locations shown for ermanent lateral restraintwebs shall have bracing installed per SCSI sections 83 67 or 910e. A y plates to each face ofFiruss and position as shown above and on the Join Details, unless noted otherwis6. Refer to60A-Z or standarddard plate positions. a division of ii-i i,ortorr acceptance ranystructure failure to build the o' 'Ph. ,.. 'rP'18TbflnIityALPIN- I-E 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 SEQN. 615737 / T29 I SY42 i Gust: RR408 JRef: 1Wb64080016 7510CELEV 17510CELEV. -DAVID WEEKLY Qty 9 FROM: CH DrwNo: 142,18 1736,16313 Truss Label: F6 KM I AFIF 05122/2018 1,6"10 1'6" 10 3 1111 X3 1X3 = 3X4 Ii 2X4 A 6 C Loading Criteria ( psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0,00 Enclosure: NA Category: NA BCDL: 5,00 EXP: NADesLd: 55. 00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA fist Soffit: 2.00 BCDL: NA psf Load Duration: 1,00 1 MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA ft Loc, from enowall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Bat chord 42 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x= 3' 4"4 y=10' uses the following support conditions: 3'4"4 Bearing D (3'4"4, 10') THA422 Supporting Member: (1)4x2 SP # 1 Dense 2) 0.162"x3,5" nails into supporting member, 4) 0.148"xl. 5" nails in flange and 6) 0,148"x3" nails into supported member. 3X4 Snow Criteria (Pg, Pf in PSF) Fig: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0( 0) Plate Type(s): WAVE Additional Notes DeflICS1 Criteria PP Deflection in loc L/ defl L/# VERT(LL): 0.002 8 999 360 VERT(TL): 0,003 6 999 240 HORZ(LL): 0,000 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TCCSI: 0.165 Max BCCSI: 0,178 Max Web CSI: 0,038 VIEW Ver: 17,02.01A. 1 114.21 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 0>0, tiw V 0, 0 8 S AT 0 0 io COA 4ww 05/232018 Im k Maximum Reactions (Ibs) Loc R I U /Rw 1Rh IRL 1W E 184 / - / - / - I - 7.3 D 199 1 - I- I - E Min Brg Width Req = 1. 5 D Min Brg Width Reg Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shippin . installing and bracing, Refer to and follow the latest edition of BCSI (Building Component S fely Information, b IVPIandrsafetyIRiacticespiiortoperformingthesefunctions. Installers shall provide temporary bracin per 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom 1C ghord shall have a props yattach2rilidceilin?, Locations shown for permanent lateralrestraintofwebsshallhavebracinginstalledperCIsections63B7or10asapplicable. Apply v,,Iates to each face o truss and position as shown above and on the Joinetails, unless noted otherwise. Refer to drawings 160A-Z fbr standard plate positions. Alpine, a division of ITW But(din ,,;+ omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1 1, or for handling, 1 0 1 1 shipping, installation and bracing of trussesA sea[ on this drawing r cove, listing this ?rawing, indicates acceptance of dessiona engmeenpI responsibill solely for the desw 0 The suitability and use o this rawing for any structure Is Irle responsibility of the Building Desig%er per ANSIITPI 1 .ih wn. h,= u I 1;. ", 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number: 20W 7510 C ELEV /7510 G ELEV. -DAVID WEEKLY Truss Label: F6A Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA Category: NABCDL: 5.00 EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 2,00 1 BCDL: NA psf Load Duration: 1.00 y MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA 1 Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Bot chord 4x2 SP 92 Dense Webs 4x2 SP 93 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer, Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dtil diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Ply I i SEQN 615734 / T24 I SY42 Cust, RR408 JRef lWb64080016 Qty I ]FROM TH DrwNo 142 18 1736 18637 KM / WHK 05/22/2018 17 "4 T-yp}, 3X4 = 3X4 A B C 0 AL------------- E H G 12X4 44 ------ __ 3'3"12 L- - --- 3'T'4 Snow Criteria (Pg.Pf.n PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs), or *=PLF Pg: NA Ct; NA CAT: NA I PP Deflection in loc RL / - W ---------- L/defl L/# Loc R / U---- /Rw /R - h Pf: NA Ce: NA I VERT(LL): 0.001 A 999 360 !i E' 112 /- /_ /_ /_ /39,8 Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 E Min Brg Width Reg = - Snow Duration: NA HORZ(LL): -0,001 A Bearing H is a rigid surface. HORZ(TL): 0.001 A 1 Bearing H requires a seat plate. Code / Misc Criteria Creep Factor: 2,0 1 Bldg Code: FBC 2017 RES Max TCCSI: 0.127 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0,048 Rep Factors Used: Yes Max Web CSI: 0.037 FT/RT:0(0)/O(0) Plate Type(s): VIEWWAVE Ver: 17-6-2-6-1-wl 114.21 1 0 23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, h dl' hi installing, and bracing. Refer to and follow the latest edition of BCSI (Buildingt&fety Information, b TPI an SB"CA)ntgg'a'Aptyn i,,ctices prior to performing these functions. Installers shall provide temporNiiSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom Nord snail have a proge y ermanent lateral restraint of webs shall have bracinp ins, id e I Locations shown for lalled per BC I sections B3, B7 or 10e. C A pin PI ,p? ,,Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions, a division of I Hi i. or torn aces Lance fanystructure TPI; from this drawing,any failure to build the gal on this drawin co verarIhoIn. The sp.Xtility KOM= 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply: 1 SEQN: 140241 / T23 I SY42 ; Gust RR408 JRef: 1 Wb64080016 7510 C ELEV 17510 C ELEV- -DAVID WEEKLY Qty: 9 FROM: TH OrwNo. 142.18-1736,17717 Truss Label: F7 KM t WHK 05/22/2018 Loading Criteria (psf) TCLL: 40,00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -419# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up t3„— 1 1'0"4 -- ill2X4 1112X4 = 3X6 1 X3 A B C T_- E 3X6 3 F = 3X4 III 2X4 1---- 2' 11"4 -- f--- 2-11"4 Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:W Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 10, Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 C 999 360 VERT(TL): 0,039 C 594 240 HORZ(LL): 0,004 S - - HORZ(TL): 0.009 B Creep Factor: 2.0 Max TC CSI: 0,186 Max BC CSI: 0.082 Max Web CSI: 0.272 VIEW Ver 17.02.01A.1114.20 0 S T , CO A* ACTS@' R 0t B i+i$ta 05 23 2018 Maximum Reactions (Ibs) Loc R / U 1 Rw / Rh / RL 1 W G 26 /419 1- 1- F 1148 1- /- (- /8.0 G Min Brg Width Req = - F Min Brig Width Req = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Carr G-F 0 -491 F -E 0 -491 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-B 645 0 B-E 714 0 B-F 0 -1102 C -E 0 -484 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h n ndlingg shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingquireInformation, byY TPI an SFJCA) fbr safety practices prior to perfo ing these functions. Installers shall provide temporant BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall hav a progpe y lid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracngg installed per BCI sections B3,fi or 810, Sle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of Irl I'orrorr acceptance any structure failure to build the I or cover pa e n. The sui ability u+rwrarat 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20950 Ply 1 SEON:614144 / T9 / COMN Cust RR408 JRef: 1Wb64080016 7510 C ELEV_ /7510 C ELEV_ -DAVID WEEKLY Oty: 9 i FROM: TH i DrwNo- 142-18.1736.14489 Truss Label: A01 KM / WHK 05/22/2018 7'5"13 1 a 22'6'3 30' T5"13 7'6"3 7'6"3 7'5"13 MU6D 30' 0' 20' Loading Criteria (psh Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7,00 i Speed:139 mph iPf NA Ce:NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf ode I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 1 MWFRS Parallel Dist: 0 to h/2 1 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc, from endwall: Any FT/RL0(0)/0(0) GCpi: 0.18 r Plate Type(s): j Wind Duration: 1,60 1 WAVE Lumber Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottorn chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 1.1„ Defl/CSI Criteria FA -Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw 'Rh / RL / W — VERT(LL): 0.098 H 999 2401 B 1306 / 311 / 636 1- / 180 14.0 VERT(TL): 0.246 H 999 180 F 1307 1311 / 636 / - / - / 4.0 HORZ(LL): 0.036 H - Wind reactions based on MWFRS HORZ(TL): 0,063 H B Min Brig Width Req = 1.5 Creep Factor: 2.0 F Min Brig Width Req = 1.5 Max TC CSI: 0A76 Bearings B & F are a rigid surface. Max BC CSI: 0.955MembersMaxWebCSI: 0.43636 not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp VIEW Ver 17.02.01A.1114.20 A B ` C 873 -2187 D - E 868 - 1%8 C - D 868 -1 %6 E - F 874 - 2188 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Camp. B - 1 1883 - 638 H - F 1884 - 651 1- H 1259 -321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. 1-0 752 - 274 D - H 754 - 274 f 4 t 0 a COA W(P g" 05 23 ?018 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, hand lingg, shipping, installing and bracing- Refer to and follow the latest edition of SCSI (Building Component Saafety Information, by TPI and SBCA) fbt $a[ety practices prior to perfor ing these functions. Installers shall provide temperarrvv bracin per BGSI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a progeny attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections 63, 7 or 810, as applicable. Apply Rlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildingCgmponents Group Inc. shalt not be responsible for any deviation from this drawing anv failure to build the truss in c9nformance with ANSift PI 1, or for handlin shipping, instaliation and bracing of.trussesA eal on this drawing or cover page . listing this drawing indicates acceptance of pro'essronaf engineering responsrbili solely for the des'ggn shown. The suitabilityanduseothisoawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S3c1. ALPINE MIIN'Q iP-0.NY 6750 Form Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: A03 Loading Criteria (psf} TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing, 24.0 " 6*11"13 F, -1; -13 10' 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 23.60 It TCDL: 4.2 psf BCDL: 5,0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense 73 2x6 SP #2: Bat chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Purfins In lieu of structural panels use purins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Ply I SEQN. 614145 / T8 / HIPS I Cost RR408 JRef 1Wb64080016 City 1 FROM: TH 1 DrwNo 142 18,1736,17903 I KM / BAF 05/22/2018 13' 1T iFo"3 - 5X6 5X6 D T3 E 30' 10, 20' Snow Criteria (Pg,Pf,n PSF) Pq: NA Ct: NA CAT, NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:Q(0)/0(0) Plate Type(s): WAVE 2373 610*13 Defl11CSI Criteria PP Deflection in loc, L/defl U# VERT(LL): 0,138 E 999 240 VERT(TL): 0.531 E 999 180 HORZ(LL): 0.056 D - HORZ(TL): 0.136 D Creep Factor: 2.0 Max TC CSI: 0.677 Max BC CSI: 0.955 Max Web CSI: 0.208 VIEW Ver: 17,02.01A.1114.21 4. 0 1A S*JAT 1, COA #0 skora ...... ;0101 05 23 2018 30'___ 61 I'l 3 20'4" 30' A Maximum Reactions (lbs) Loc R / U 1Rw /Rh /RL 1W B 1215 / 145 / 641 /- /160 /4.0 G 1215 1145 / 641 1- I - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Roo = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp,,, ------- Chords Tens. Comp. B-C 504 -1971 E - F 486 -1725 C-D 487 -1725 F-G 504 -1971 D-E 435 -1261 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens. Comp. B-i 1697 -346 I-G 1697 -371 i - 1 1261 -213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Cornp. Webs Tens. Comp. C-i 176 -402 E - 1 545 -103 J - D 545 -103 1 - F 176 -402 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW ING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reire extreme care in fabricatin3, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfelyInformation, b, TPI an SBCA) r sa Ely practices prior to performing these functions. Installers shall provide tempora bracingper 38SI, Unless noted 0 herwise,top chord shall have properly attached structural sheathin and bottom hord shall ha%a progeWy attached ceiliny. Locations shown for Permanent lateral restraint of webs shall have bracing installed per BMI sections 63 7 or 10asapplicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Peter to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin m I ,AComponents Group Inc, shall not be responsible for any deviation from his drawin any failure to build thetrussinconformancewithANSIPI1, or for handlinj shippiny, installation and bracini of trussesA val on this drawinq or cover pa qlistingthisPrawing, indicates acceptance of pro) essiona Tpgine,%nng responsibility solely r the design itioviTh. The suitabilityanduseothisrawingforanystructureistheresponsibilityofteBuildingDesig%er per ANSIrrPI 1 c. . h,= 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Truss Label: A03T 2'4" T2"10 2'4" ' 410'10 Ply 1 SEQN: 614203 / T45 / HIPS Cust RR408 JRef iWb64080016 Qty: 1 FROM: TH i OrwNo 142 18 173618029 KM / BAF 05/22/2018 13' il' 2317 5'9 6 4 4X4 4X6 D E 5'10"9 33 12 / 6,-'' TI a-'F `-6X6(A2) i112X4 4 K III2X4 -3X8 I = 3X4(Al) 30' 2'4" 411"4 5'8"12 3'10"4 1 6'4"8 6'9"4 1'4" 2'4" 7'3"4 13' 16'10"4 23712 30' Loading Criteria (psf) Wind Criteria m Snow Criteria (Pg,Pnn PSF) DeflfCSi CriteriaT" Maximum Reactions (Ibs) TCLL: 20.00 i Wind Sid: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L14 Lac R ! U / 4/ Rw (Rh RL 1 W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.351 C 999 240 A 1140 / 126 / 592 / - 1155 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,964 C 539 1801 G 1210 / 145 / 638 ! - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.224 I Wind reactions based on MWFRS EXP: B HORZ T g q = 1.7ResLd: 37.00 -- (L}: 0.4t9 I A Min 6r Width Re NCBCLL: 10.00 Mean Height: 23.60 it Code f Misc Criteria G Min Br Width Re 1.5CreepFactor: 2.0 9 q = TCDL: 4.2 psf Bearings A & G r id surface, are a 9t2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.926 Load Duration: 1.25 ;MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,594 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.768 Members not listed have fames less than 375# Loc. from endwall: not in 9.00 It I FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp, Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 , WAVE VIEW Ver:17,02.01A,1114.21 A-B 173 -498 D-E 474 -1504 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 5X6 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MW FRS with additional C&C member design. e a c a COA #a 4` 0523 2018 B - C 624 - 2502 E - F 442 - 1480 C - D 498 -1768 F - G 506 - 2007 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. J - 1 1724 - 374 1 - G 1727 - 373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - M 2402 -498 N - J 1286 - 225 C - N 266 - %9 N - E 436 .92 M - N 2397 - 494 J - F 177 - 541 D-N 528 -121 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req rre extreme care in fabricating, handling,shipping installing and bracing. Refer to and follow the latest edition of SCSI (Buildinglent5afetyinformation, byY TPI and SBCA) safety practices prior to performing these functions. Installers shall provide tempera BGSL, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ngid ceiling Locations shown for permanent lateral restraint f webs shall have bracing installed per BC I sections B3, 67 or 10, cable. ARpty plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to is 160A-Z for standard plate positions. a division of ITW Buildin3Componcts Group Inc. shall not be responsible for any deviation from this drawin an failure to build the conformance with ANSI PI 1, or or handling, shippmq, installation and bracing of trussesA teal on this dr wiXgg or cover pagge . Thisdrawingindicatesacceptanceofproassonaengineeringre4ponstbili7solelyorthedesinshovin. The suitability eothisdrawingforanystructureisaresponsibilityoftheBuildingDesigrnierperANSIfTPI1Sbc.2. infnni Minn cnra fhic inhv nnnnrai nnfnc n ne>. nrl Ehnen ...nh cifn. A' PINE In.'. 1... nm CRC -..1-nof ..r.. 1— ......... ., .nn.or... ALPINE aa. uixrvr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV. 17510 C ELEV. -DAVID WEEKLY Truss Label: A04 T Loading Criteria (psf) TCLL: 20.00 TCOL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld : 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " 5'1-1"4 5'11"4 Ply I SEQN: 614146 1 T7 / HIPS Cust: RR408 JRef lWb64080016 Oty: I FROM TH I DrwNo 142,18.1736 17841 KM / BAF 0512212018 11' 1 5 19* 24712 5*0" 12 4' 4* 5712 5X6 =3X4 5X6 0 E F 101 10, 20' Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 23,10 it TCDL: 4.2 psf SCOL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc, from endwall I not in 9.00 ft GCpr 0,18 Wind Duration: 1,60 Lumber Top chord 2x4 SP 92 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purfins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design, Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Deb/CSI Criteria PIP Deflection in loc L/defl L/# VERT(LL): 0.087 E 999 240 VERT(TL): 0,238 E 999 180 HORZ(LL): 0.037 J - - HORZ(TL): 0.068 J Creep Factor: 2.0 Max TC CSI: 0.282 Max BC CSI: 0.946 Max Web CSI: 0.195 VIEW Ver: 17,02.01A.1 114.21 08 S AT 0 01, c e* V- 4 tt 10NA. 0 0 W"r Oki 05%23 2018 30' 5'l 1"4 Is 10, 1'4" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 1215 /148 /641 f- 1139 14,0 H 1215 1148 / 641 1 - /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1_5 H Min Brg Width Req = 1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 541 -2006 E - F 463 -1394 C-D 489 -1725 F-G 489 -1725 D-E 463 -1394 G-H 540 -2006 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords _ Tens. Comp. B-K 1738 -386 J - H 1738 -410 K -J 1485 -294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 513 -98 F - J 513 -98 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, h"dl' h , installing and bracing. Refer to and follow the latest edition of BCSI (Building nent fety Information, lb TPI ang'SBCA n& 'salre n?ractices prior to performing these functions, Installers shall provide temporary 5130SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a progenydCollinLocationsshownfor (manent lateral restraint of webs shall have bracing installed per BC I sections B3. 87 or e. A fpepr P ,p? plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. e er to as 160A-Z for standard plate positions, a division of ITW Building Group Inc. shall not be responsible for any deviation from this drawin ig, failure to build theconformancewith any 11, or or handling, shipping, instpllation and bracing of trussesA eat on thi; dr wi or he suitabilitythisVIbfl,tyaeoprawing, indicates acceptance 9f o essionA engineering responsibility solely or the do n sho n. this rawing for any structure is Kle responsibility of the Building Designer per ANSIrTPI llpoc.2. ALPIN I-Aak, - E 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: A04T A - 2'4" 2*4*1 4*4" 10 2'4" V5"4 2*4" 6'9`4 Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 1 Enclosure: Closed BC DL: 10.00 Risk Category: 11 jTco EXP: 6 Des Ld: Mean Height: 23,10 It NCBCLL: 10.00 TCDL: 4,2 psf Soffit: 2.00 BCDL: 5,0 psf Load Duration: 1.25 IVIM-MS Parallel Dist: h/2 to h Spacing: 24.0 CSC Dist a: 3.00 it Loc. from endwall: not in 9,00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :Tl 2x6 SP SS: Bot chord 2x4 SP #2 Dense :133 2x4 SP #1 Dense: Webs 2x4 SP #3 Purlins In lieu of structural panels use purins to brace all flat TC @ 24" OC. Wind Wind loads based on MWFRS with additional C&C member design. Ply 1 Qty_ I 1V 12'5"4 19' 4*3"6 4 "12 z4X8 :112X4 =4X6 0 E F 30' 47-12 1 1'3"O 11' -T- 12'T8 18,10"-4 EON, 614199 1 T46 / HIPS 3 Cust: RR408 JRef: 1Wb64080016 FROM TH DrwNo, 142,18 1736 18091 KM I BAF 05122/2018 247' 1 30' 15 30' T- o 20'4' Snow Criteria (P9Rf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/deft L/# Loc R_ / U Rw / Rh / RL / WPg: NA GC NA CAT: NA i Pf: NA Ce: NA i VERT(LL): 0,336 C 999 240 A 1140 128 593 1- /135 14,0 Lu: NA Cs: NA VERT(TL): 0,924 C 562 180 H 1210 l 148 639 1- /4,0 Snow Duration: NA HORZ(LL): 0.212 J Wind reactions based on MWFRS HORZ(TL): 0.397 J A Min Brg Width Req = 1,7 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES I Max TC CSI: 0,927 Bearings A & H are a rigid surface. TPI Sid: 2014 Max BC CSI: 0,767 Rep Factors Used: Yes Max Web CSI: 0535 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply FT/RT:0(0)/O(0) Ibs) Chords Tens,Comp, Chords Tens, Comp. Plate Type(s): WAVE VIEW Vec 17,02.01A.1114.21 i A-B 178 -498 E - F 559 -1830 B-C 659 -2569 F-G 481 -1654 C-D 555 -1961 G-H 550 -1977 D-E 561 -1838 v 08,1 S AT 0 ZAL COA Ito look 'wkm 0:23 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens -Comp. J - H 1716 -418 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp, Webs Tens. Comp, 6-M 2488 -540 N - 0 1686 -320 C-N 253 -906 O-J 1404 -275 M-N 2481 -535 O-F 487 -129 D-0 514 -158 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 ricatia nandling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, bj`TPl an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom Chord shall have a property attached 9rigidceilin,?,, Locations shown for permanent lateral restraint of webs shall have bracin ins ailed per BC I sections 63 B7 or 10 as applicable. Apply plates to each face of truss and position as shown above and on the JoinoDetails, unless noted other\Ms6. Refer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW BuildinaComponpnts Group Inc. shall not be responsible for any deviation from this dr winj,aqy failure to build thetrussinc(?nformance with ANSI PI 1, or or handlinj shippiny, installation and bracinof trussesA gall on this dr, wing or cover listingthisdrawingindicatesacceptanceofprofessionalennfe, ing.responsibilitysolely r the desyn shown. M. sp.'idtility orr Ability. e anduseopthistrawlingoranystructureismeresponsibilityheildingDesigDesignerperANSI1TPI1ec.2. K. Ohr,;; 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV /7510 C ELEV -DAVID WEEKLY Truss Label: A05 Loading Criteria (psf) TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 SCDL: 10,00 Des Ld: 37'00__ NCSCLL: 10,00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24.0 " 5'10'4 5' 1 F4 10' TQ' Ply 1 SEQN: 614147 / T6 I HIPS i Cust RR408 JRef lWb64080016 City 2 !FROM TH j L)rwNo: 142 18 1736 17670 KM I WHK 05122/2018 91 15' 21' 24'1"12 30' 3'1"12, 61 6' 3'1"12 510"4 Wind Criteria WindStd: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc, Wind Wind loads based on MWFRS with additional C&C member design. k1 4X6 = 3X4 /8 4X6 0 E F 30' 10, 2_07 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl Litt VERT(LL): 0.098 E 999 240 VERT(TL): 0,267 E 999 180 HORZ(LL): 0.039 J - - HORZ(TL): 0,073 J Creep Factor: 2.0 Max TC CSI: 0.401 Max BC CSI: 0.949 Max Web CSI: 0.239 VIEW Ver: 17.02.01A.1 114.20 1VV1_ I'll 1411, " 08 S AT 0 COA #0 051232018 10, 1-4" i A Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W 6 1215 t 287 638 / /119 /4.0 H 1215 / 287 638 / /- /4.0 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 H Min Brg Width Req = 1,5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B- C 5% -1996 E - F 506 -1641 C- D 508 -1747 F-G 508 -1747 D- E 506 - 1 641 G-H 557 - 1 996 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1726 -400 J - H 1726 -424 K - J 1840 -416 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 537 -111 J - F 537 -110 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I reextreme care in fabricating handling, h installing and bracing Refer to and follow the latest edition of SCSI (Building Bfetyinformation,by'flPlan S CnA n'-, a'PeYyn8'r'a'cti'ces pnorto performing these functions. Installers shall provide temporary 113St. Unless noted o1herwi I e,top chord shall have properix attached structural sheathin R and bottom hord shall hav%a proge idceiliny,, Locations shown or ermanent lateral restraint f webs shall have bracinp ins ailed per BC I sections B3 7 or 10 ie, -App y plates to each face oeiruss and position as shown above and on the Join Details, unless noted otherwise'. Refer to 60A Z for standard plate positions. Pi i,orrorn acceFtance r anystructurefrom this drawina,ang, failure to build the sealonthisdrwiorcoverpatq[. ftjq.0qsjgn shown- The suitability ALPINE I"" 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: A05T 2.4" 5'8"10 9' 2-4"'; 3,4.110 - 3,3„6 Ply 1 1 SEQN: 614189 / T42 I HIPS Cust: RR408 JRef 1Wb64080016 City 1 FROM. TH j DrwNo: 142,18,1736.17826 KM / BAF 0502/2018 12'5"4 16'4"4 21' 23'5"12; 30' 35"4 3111" 4'7"12 2'5"12 6.6"4 n4X6 f112X4 3X4 =4X6 0 E F G 30'-------- ------------------------.____.-__-----------------_.----------, 2'4" 3'5"4 T2"12 3'3"8 478 4'6" 9. 1'4" 2'4" 5'9"4 9' 12'3"8 1616" 21' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf to PSFi Defl/CSI Criteria i, A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# L R / U / Rw / Rh / RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.318 N 999 240 A 1140 1256 / 590 / - / 115 / 4.0 SCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.874 N 594 180 1 1210 1287 / 636 ! - / - 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.198 K Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ(TL): 0.371 K A Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 22.60 it Code / Misc Criteria Creep Factor: 2.0 I Min Br Width Re t59q = Soffit: 2,00 TCDL: 4.2 sf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,929 Bearings A & I are a rigid surface. Load Duration: 1.25 j MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0,709 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: 0.703 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FTrRT:0(0)/O(0) Chords Tens.Gomp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE j VIEW Vec 17.02.OtA.1114.21 A - B 183 -498 E - F 686 - 2330 B - C 731 - 2771 F - G 572 -1804 Lumber C - D 627 - 2235 G - H 539 -1773 Top chord 2x4 SP 92 Dense :T1 2x6 SP SS: D - E 690 -2344 H - 1 556 -1971 Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp, Chords Tens, Camp. In lieu of structural panels use pudins to brace all flat L - K 15" -333 K - 1 1698 -418 TC @ 24" oc. Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp, member design. B - O 2747 -629 P - Q 1940 -408 C - P 257 - 896 Q - F 667 -143 O - P 2728 -622 Q - L 1847 - 417 D - P 429 -96 F - L 208 - 698 tas4etsnto4aPo'1tae D - Q 571 - 164 G - K 383 -82 1 08 10 COA ft 05 231'2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncating, handling,shipping installing and bracing. _ Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, bVV TPI and SBCA) r safetyy practices prior to performing these functions. Installers shall provide temperarrVV bracing per BCSL, Unless noted otherwise,taA chord shall h8ve properly attached structurel sheathtnq and boltgm hord shall hav a properly attached ngtd cetitnc Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI seetlons 83, 7 or 810, face Join Details, keferasapplicable- Apply plater to each a truss and position as shown above and on the unless noted otherwise- to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlgCompon nts Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the truss in conformance with ANSI TPI 1, or feor handling, shippmy, Installation and bracing of,trussesA eat on this drawing or cover page , _ 6750 Forum DriveIistingthisdrawingindicatesacceptanceofproTessiona ?ngineering responsibility solely for the desiggn shown. The suitability and use o this d awing or any structure is the responsibi ity of the Building Designer per ANSI/TPI 1 Sec.2. Suite 3o5 For more infomtatio" see this job's rleneral motes Pape and these web saes,: At -PINE : www.aipinedw.com: TPf. www.ttlinstorg. SBCA. www.sbandustry cone ICC. www.iccsafe orn Orlando FL, 32821 Job Number: 20950 7510 C ELEV. 17510 C ELEV -DAVID WEEKLY Truss Label: A06 2 Complete Trusses Required Ply 2 SEQN 614211 / T10 I COMNi Cust: RR408 JRef: 1Wb64080016 Qty I 1FROM TH DrwNo 142.18 1736,17951 Page 1 of 2 KM I BAF 0512212018 2'4"8 511"8 12'5"4 17'4"4 23' 5'5"4 4'11 57' 12 3X4 5X8 !11 2X4 T2 5X6 12 D E F G 30' 513"8 5'2'4 '6"4 7' 1'4" 2-4"6_+ 23* 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: B Des Ld: 37,00 Mean Height: 22.10 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: not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS :T2 2x6 SP #2: T3 2x4 SP #2 Dense: But chord 2x6 SP #2 Webs 2x4 SP #3:W5 2x4 SP #2 Dense: Nailnoto Nail Schedute:0.128"x3", min. nails Top Chord: 1 Row @12.00"o.c. Bot Chord: 1 Row @ 12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac,=1,25 / Plate Dur,Fac.=l .25) TC: From 56 pit at 0.00 to 56 plf at 13.09 TC: From 28 plf at 13.09 to 28 pit at 23.00 TC: From 56 pit at 23.00 to 56 pit at 31.33 BC: From 20 pff at 0.00 to 20 pit at 12.29 BC: From 10 plf at 12.29 to 10 pif at 22.96 BC, From 20 pit at 22.96 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 414 lb Conc. Load at 7,04 TC: 117 lb Conc. Load at 9.09,11.09 TC: 169 lb Conic. Load at 1109,15.00.16,91,18.91 20.91 TC: 225 lb Conc. Load at 22.96 BC: 257 lb Conc. Load at 7.04 BC: 132 lb Conc. Load at 9.09,11.09 BC: 127 lb Conc. Load at 13.09.15.00,16.91,18.91 20.91 BC: 470 lb Conc. Load at 22.96 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Ciefl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.366 N 967 240 VERT(TL): 0.993 N 521 180 HORZ(LL): 0.189 J - - HORZ(TL): 0.350 J Creep Factor: 2.0 Max TC CSI: 0,773 Max BC CSI: 0.759 Max Web CSI: 0.751 VIEW Ver: 17.02.01A.1 114,21 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 131 W2X4 S 2.50 (15) W4X8 2.00 R 1,25 Tray Scab(s) 2) 2x6x7-1-14 x SP SS scabs at left end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (7). 1st panel point: (4). Purlins In lieu of structural panels use purfins to brace all flat TC @ 24" oc. 05 23 2018 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 2646 607 1- /4,0 H 2665 657 / - / 4.0 Wind reactions based on lvIWFRS A Min Brg Width Reg = 2.0 H Min Brg Width Reg = 1.6 Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords- Tens.Comp. _--chords _-Tens. Corup, A - B 134 -586 E - F 1113 -4684 6 - C 988 -4270 F-G 768 -3199 C-D B49 - 3725 G-H 644 -2651 D-E 1124 -4733 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords _Tens. Comp. B - 0 4279 -986 K-J 2330 -561 O-L 3396 -773 J - H 2344 -561 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ Webs Tens. Comp. C-0 258 -1072 L - K 3179 -765 D-O 563 -64 F-K 316 -1018 D-L 1 448 -380 K-G 1023 -244 L - F 1585 -365 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shippin,, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by an31SBCA) r safety I actices prior to performing these functions. Installers shall provide tempera bracinuer 38SI. Unless noted cr herwise.top chord shall have properly attached structural sheathingand bottom hord shall have a properly y attach rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracing 9installedperSCIsectionsB3B7or 10 as applicati e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin mponpnts Group Inc, shall not be responsible for any deviation from this drawinta u failure to build thetrussinc9nformanceAPI1, or or handlinj shippin?, installation and bracini of trussesA seal on this dr wi 9 or over pa eown. listing this rawing, indicates acceFtance of go ession engineering respons bill solely for the desan ih he sui abilityAbheanduseothisrowingtoranystructureiseresponstbuildingDesigorperANSIPIIc. m 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply: 2 i SEQN: 614211 1 T10 I COMM Gust RR408 JRef: iWb64080016 7510 C ELEV. f7510 C ELEV -DAVID WEEKLY Qty: 1 FROM: TH DrvNo 142.18-1736,17951 Truss Label: A06 Page 2 of 2 KM / BAF 05/22/2018 Wind _ -- Wind loads and reactions based on MWFRS. 05 23 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingquireInformation, byY TPI and SBCA) fbF safety Practices prior to performing these functions. Installers shall provide tempera BGSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom hold shall hav a propper y d ceilin9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BC9I sections B0, 7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of any from this drawin anv failure to build the seal on this drwl g or cover page for tote design §hown. The sui ability 912" 16m; 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV-17510 C ELEV- -DAVID WEEKLY Truss Label: A06A tW 4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T 7' 6' 10"4 6' 10"4 Ply 1 City 1 12'2"8 15'l "4 1778 2'10"12 2`8"4 SEQN: 614166 1 T33 / HIPS Cust, RR408 JRef: 1Wb64080016 FROM: TH DrwNo: '142.18-1736-17873 KM [ BAF 05122/2018 5'2"8 6C6 =3XD4 III 2E4 T2 3F4 = 6G6 Wind Criteria Wind Sid: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 22.10 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 endwail: not in 9.00 It GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense 32 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: Special Loads Lumber Duc.Fac.=1.251 Plate DUCFac.=1-25) TC: From 56 pif at -1,33 to 56 pif at 12,06 TC: From 28 pif at 12.06 to 28 pif at 15.10 TC: From 56 pif at 15.10 to 56 pif at 31,33 BC: From 4 pif at -1.33 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 12.06 BC: From 10 plf at 12,06 to 10 plf at 15.10 BC: From 20 plf at 15.10 to 20 pif at 30.00 BC: From 4 plf at 30.00 to 4 pif at 31,33 TC: 169 lb Conc. Load at 13.76 BC: 992 lb Conc. Load at 12.06 BC: 127 lb Conc. Load at 13.76 BC: 934 lb Conc. Load at 15,10 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 17) W3X6 2.75 L 1.25 Purlins In lieu of structural panels use purlins to brace all Flat TC @ 24" cc, Wind Wind loads and reactions based on MWFRS. 5'0"12 3'2"4 3' 5'0"8 11111" 15'1"4 ' 18'1"4 ` 23'1"12 Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:W Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in toc L/defl L/# VERT(LL): 0.264 E 999 240 VERT(TL): 0.714 E 729 180 HORZ(LL): 0.058 C - - HORZ(TL): 0.107 C Creep Factor: 2,0 Max TC CSI: 0.852 Max BC CSI: 0,569 Max Web CSI: 0,901 VIEW Ver. 17.02.0IA. 1114,21 30' 7 f 6' 10"4 1'4" , 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W B 2370 / 581 /- / 4.0 H 2167 /532 (- /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 2,8 H Min Erg Width Req = 2.6 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, B - C 1114 - 4620 E - F 1565 - 6542 C - D 1510 - 6329 F - G 1337 - 5613 D - E 1565 - 6542 G - H 1006 - 4176 Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 4075 - 965 L - K 5722 - 1368 N - M 4069 - 967 K - J 3671 - 871 M - L 6370 -1525 J - H 3677 - 869 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 2752 - 661 F - K 364 -1281 M - D 183 - 490 K - G 2365 - 567 L - F 1321 -317 05 23'2018 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, handlingg shtppin , i istalling,and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSfetyInformation, bVv TPI and SBCA) fbi safety practices prior to performing these functions. installers shall provide tempera n7 bracinperBin. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall hav a propefflly attach tl ri id ceilingg Locations shown for permanent lateral restraint of webs shall have braanq insilalled per BC i sections 63. 7 or Blo as applicab ARppfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16, A-Z for standard plate positions. ALRINE Alpine, a division of ITW SuildiniComponents Group Inc. shall not be responsible for any deviation from this drawin au, failure to build the ,X , truss m confgrmance with ANSII-f PI 1, or for handlin shippin , installation and bracing of, truss sA teal on this dr wing or over page 6750 Forum Drive listingthisttrawin indicates acceptance of proesstonai engineering re ponsrbihri so®tyr the des 9n shown. fhe suit bihty Suite 305 anduseothiscawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIffPI1sec.2. For more infomiation see this job's general notes page and those web sites. ALPINE. - alprnoitw.cot¢ TPI- w i ist-orq; SBCA. w sbandustry con. ICC 'n iccsafo org Orlando FL, 32821 Job Number, 20950 Ply 1 , SEQN 614148 1 T38 l COMNI Cust: RR408 JRef 1Wb64080016 7510 C ELEV_ (7510 C ELEV, -DAVID WEEKLY Qty: 3 FROM: TH DrwNo '142-18-1736-17560 Truss Label: 604 KM / WHK 0512212018 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 " k i I 1.4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.20 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Lac, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers ! Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 7'5" 14'10" 7'5" 7'5.. r4T1) 14'10" 7'5" 7'5.. Snow Criteria (Pg Pf in PSF) Fig: NA Ct:NA CAT:N< 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 FT/RT:0(0)/0(0) Plate Type(s): WAVE 7'5" 14"0" Defl/CSi Criteria PP Deflection in Inc L/defl L/# VERT(LL): 0,015 E 999 240 VERT(TL): 0.040 E 999 180 HORZ(LL): 0.006 E - HORZ(TL): 0.011 E Creep Factor: 2.0 Max TC CSI: 0.480 Max BC CSI: 0.527 Max Web CSI: 0.126 VIEW Ver: 17.02.01A.1114.20 Maximum Reactions (Ibs) Loc R / U 1 Rw / Rh 1 RL 1 W B 647 1150 /347 t- 192 /4.0 D 556 / 118 / 288 1 - 1- Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens .Comp. Chords Tens. Comp. B - C 427 - 786 C - D 454 - 784 Maximum Bot Chord Forces Per Ply (Ibs) Chords, Tens Comp. Chords Tens. Comp. B - E 635 - 279 E - D 635 - 279 05 23t2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg haandling shipping installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an8'SBCA; M safety practices prior to performing these functions. Installers shall provide temporary bracing per BGSI., Unless noted otherwise.top chord shall have properly attached structural sheathin and bottom Nord shall hav a propetly attached ngg d ceilm9. Locations shown for permanent lateral restraint Of webs shall have bracing ins ailed per BC I sections B3,7 or t310, as applicable. Apply plates to each faceo truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinag Compon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or or handling, shipping, installation and bracing of,trussesA seal on this drawing or cover p4ge , listing this drawing indicates acceptance of pproTessfonar n ineering responsfbilrty solely for the de si n shown. The sutii-abrhty and use of this drawing for any structure is ttte responsibiilit of the Building Designer per ANSItTPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.com: TPI- wwa tpinst orq: SBCA. miww.sl)oedustry-com; ICC. www.icesaf 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: B03 T5" 7i. l-- 2' ----1 TYP) 3'5" 4X4E f- 1'4" -+--- Loading Criteria (psf) Wind Criteria TCLL: 20+00 Wind Std: ASCE7-10 TCDL: 7.00 Speed:139 mph BCLL: 0.00 Enclosure: Closed BCDL:10.00 Risk Category: 11 EXP:BDesLd: VON— Mean Height: 22.20 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: 100 it Loc. from endwall: Any 18GCpr0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP 92 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 & GBLLETIN01 18 for gable wind bracing and other requirements, 14'10" 14'10" 141 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Ply 1 SEQN 614149 / T34 I GABL 1 Gust: RR408 JRef lWbO'4080016 Qtyy I FROM TH DrwNo. 142.18,173617577 KM I WHK 05/22/2018 I'Vic, 7'5" Defl/CSI Criteria PP Deflection in loc L/defl L1# VERT(LL): 0.001 J 999 240 VERT(TL): 0,003 N 999 180 HORZ(LL): -0.001 N - HORZ(TL): 0,001 IN Creep Factor: 2.0 Max TCCSI: 0,171 Max BC CSI: 0,065 Max Web CSC 0.050 VIEW Ver: 17.02.01A.1 114.20 051:23,2018 1'4" --1 A Maximum Reactions (lbs), or '=PLF Loc R /U /Rw /Rh /RL 1W B* 86 /20 /39 /- /7 ! 177 Wind reactions based on MWFRS 8 Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h dl' h , installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfety. Information, b`VIPI N'MCA)n&'.'e n lractices prior to performing these unctions. Installers shall provide tempora brac,Ter 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a progPyattachndceiling. Locations shown for permanent lateral restraint IF webs shall have bracinginstalled per BC I section B3,.B7 or 10, as p 11 usapplicable. CeApp y plates to each face o truss and position as shown above and on the Join Details, Ness noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the truss in conformance with ANSI 1 1, or or handling, shippiny, installation and bracini of trussesA gal on this drawing or cover palistingthisdrawingindicatesacceptanceofproessionaengineeringresponsbillsolelyrtheixt ,?esgpn shown. The sui bilityanduseo? this rawing for any structure is fhe responsibility of t%'ariguilding Ciesig%er per ANSI1T I ec.2. For more information see mts jot)'sqeneral notes page and these web sites ALPINE w alpineaw.com,TPI wwwtpwstog.$BCA —sbondstrycom ICC -ccsaf ALPINE T. 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 j Ply 1 SEON: 614150 / T35 / COMNi Cust: RR408 JRef: iWb64080016 7510 C ELEV. /7510 C ELEV -DAVID WEEKLY Oty 4 FROM TH DrwNo: 142.18,1736 17640 Truss Label: B02A KM / WHK 05/22/2018 f- Loading Criteria (psf) TCLL: 20,00 TCDL: 7,00 BCLL: 0.00 BCDL: 10,00 Des Ld: 37A0 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " f--- 1,4„ Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP:6 Mean Height: 21.85 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 Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 612' 6' 6, 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPl Sid: 2014 Rep Factors Used: Yes FT/ RT:0(0)10(0) Plate Type(s): WAVE 4X4 C WA 6' 12' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0,008 E 999 240 VERT( TL): 0.022 E 999 180 HORZ( LL): 0.004 E - HORZ( TL): 0.007 E Creep Factor: 2.0 Max TC CSI: 0,289 Max BC CSI: 0,336 Max Web CSI: 0,100 VIEW Ver: 17.02.01A.1114.20 05,' 23 2018 Maximum Reactions (Ibs) Lac R / U 1 Rw / Rh / RL / W B 540 / 124 / 293 t - / 77 14.0 D 448 !92 /233 /- /- Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing B is a rigid surface, Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- C 207 -619 C-D 221 -616 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - E 498 -124 E • D 498 -124 WARNING`"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building t S fety Information, byv TPl and SBCA) fbr safety peactices prior to performing these functions. Installers shall provide temporaN BeSI. Unless noted otherwise,top chord shall have properIXV attached structural sheathing and bottom hord shall have a pro pperly iid ceilingq. Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BCSi sections 63, B7 or 810, le. ApoplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of_trussesA eal on this dr wifi9 or cover page , I istingthisdrawingindicatesacceptanceofproessionaengineyingresponsibilsolelyAorthdes' n shown. The sui ability and use of this drawing for any structure is fhe responsibility ofethe Building Desig4er per ANSUTPI 1 Sec.2. Foe more information see this pt)s General roles page and these web sites: ALPINE. www.aipmotw com: TPI. www. tpmstorq, S6CA. www.sbcindus" a) ICC. www.iccsaf i r.. _ 1._. .. _.._ x+, av . Cwra+f- I 6750 Forum Drive Suite 305 Oriando FL, 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: 802 T 1'4" Loading Criteria (psf) 1 Wind Criteria TOLL: 20.00 i Wind 5ta: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BOLL: 0.00 1 Enclosure: Closed Risk Category: 11BCDL: 1000 EXP: 6 Des Ld: 37.00 Mean Height: 21.85 ft NCBCUL. 10.00 TCOL: 4.2 psf Soffit: 2.00 BCDL: 5,0 psf Load Duration: 1,25 1 MWIFIRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft i Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Ply I Qty 1 6' --- ------ 6' 4X4 C 12' SEQN: 614151 1 T3 I FROM: TH 12' 6' 6 - - 4— 1 '4" 12' Snow Criteria (Pg,Pf,n PSF) 1 Defl/CSI CriteriaI Pg: NA Ct: NA CAT: NAI PIP Deflection in loc L/defl U/# Cust: RR408 JRef 1Wb64080016 DrwNo 142,18,1736,17639 KM i WHK 05/2212018 i to ch 204" A Maximum Reactions ( lbs) Loc R /U / Rw /Rh IRL /W Pf: NA Ce: NA VERT(LL): 0,008 F 999 240 6 534 / 122 1293 1- f 89 14,0 Lu: NA Cs: NA VERT(TL): 0,022 F 999 180 D 534 1122 / 293 /4.0 Snow Duration: NA HORZ(LL): 0.004 F - Wind reactions based on MWFRS HORZ(TL): 0. 007 F B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0284 Bearings B & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0,327 Members not listed have forces less than 3759 Rep Factors Used: Yes Max Web CSI: 0,099 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE I VIEW Ver: 17.02.01A.1 114.20 B-C 364 -600 C-D 364 -600 I* V4 8adsT COA #0 111011 44 05 23 2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 - 169 F-D 480 -169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s requ extreme care in fabricating, handing shipping, installing and bracing. Refer to and follow the latest edition of SCSI i(iBuilding c nent fetyInformation, b, TPI an SBCA) r safety practices prior to performing these unctions. Installers shall provide to iporary per S SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a pro eny rijid ceiling. LocationsshownforpermanentlateralrestraintfwebsshallhavebracinginstalledperBCIsectionsB3B7or910, icab e, ApplyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. kefei to Is 160A-Z for standard plate positions. a division of ITW BuildinaComponrts Group Inc. shall not be responsible for any deviation from this drawinq.any failure to build the wriformance with ANSI PI 1, or r handlinj shipping, installation and bracing of truss,72 seal on this drawing or cover pag e t t isdrawingindicatesacceptanceof )essionA engineering responsibility solely for tAp, desiqn shown. The sui bility is o? this awing for any structure is 9.0responsibility of the uilding Designer per ANSI PI I S8c.2. 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV (7510 C ELEV -DAVID WEEKLY Truss Label: BOI I 4'---- =4X4 TYP) D 12' Ply 1 SEQN 614152 t T4 / GABL Cust: RR408 JRef: 1Wb64080016 City I FROM: TH DrwNo 142 18 1736 14503 KM / WHK 05/22/2018 12' 6' 1'4" 61 — ------------- 6' 6' 12' Loading Criteria (psf) 'I Wind Criteria Snow Criteria fPg,Pf in PSF) I DefI/CS1 Criteria TCLL: 20+00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA i VERT(LL): 0.001 H 999 240 BCLL: 0.00 Enclosure: Closed I Lu: NA Cs: NA VERT(TL): 0.005 H 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 J - EXP: B Des Ld 37700 Mean Height: 21+85 ft HORZ(TL): 0,002 H NCBCLL: 10.00 TCDL: 4,2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCOL: 5.0 psf Bldg Code: FBC 2017 RES Max TCCSI: 0.189 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0,097 Spacing: 24+0 1 C&C Dist a, 3.00 ft Rep Factors Used: Yes Max Wet) CSI: 0.070 Loc, from endwall: Any FT/RT:0(0)/0(0) GCpi: 0,18 j Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A+1 114.20 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN01 18 for gable wind bracing and other requirements. K 14 AIINL 0e CA40tru,1010" 051 23 2018 A Ifl 20- 4" 1' 4" --1 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh IRL 1W W 89 /20 /40 /- /7 1144 Wind reactions based on MWFRS 6 Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handh% shipping. installing and bracinRefer to and follow the latest edition of SCSI (Building Component SletyInformation, b TPI an SBCA) r safety ty practicesprior to perfoWing these functions. Installers shall provide temporary bracin per 3831. Unless noted o herwise,top chord shall have properix attached structural sheathingand bottom ghord shall hav%a properly attachniid ceiliny, Locationsshownforpermanentlateralrestraintfwebsshallhavebracing7or10. installed per BCIsections63, as applicable. App y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Componpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewithANSIPI1, or for handling, shipping, installation and bracing of trussesA gal on this drawing or cover page listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely r the desA%n shovTn. The suitability E? e 4anduseofthisrawingforanystructureistheresponsibilityoftheuIldingsigorperANSIlTPl1c.2. For more information see, thsjousgeneml notes page and these web Sires ALPINE —alp otwC,,In TPI w tp Stonj.SBCA w wwsbondusrryox)n JCC -ccsaf ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply I SEON: 614153 / T5 / COMW Cust RR408 JRef lWb64080016 7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Qty 2 !FROM TH i DrwNo 142 18,173617672 Truss Label: CO2 I i KM / WHK 05/22/2018 T 4- Loading —Criteria —(psf) , Wind Criteria TCLLI 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: 6 Des Ld: 37,00 Mean Height: 15.00 ft NC6CLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24,0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 1 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. 12' 6 6' 4X4 C U9 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PIP Deflection in loc L/deft L/# VERT(LL): 0.008 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0,004 F - - HORZ(TL): 0,007 F Creep Factor: 2.0 Max TC CSI * 0,284 Max BC CSI: 0.327 Max Web CSI: 0.099 VIEW Ver: 17.02.01 A. 1114,20 05z23,2018 1-4- A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 534 / 63 /296 t- /85 /8.0 D 534 / 63 1296 /- / - /8,0 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) ChordsTens.Co.mp.Chords, Tens. Comp. B-C 364 -600 C - 0 364 -600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 480 -169 F-D 480 -169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 5 req I re extreme care in fabricating,handling shippin , installing and bracing. Refer to and follow the latest edition of BCSI (Building nentRety Information. bj TPI an SBCA) r safety iractices prior to performing these functions. Installers shall provide tempera TerB SI, Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom shall hav%a progeWy nI I, d e,'IP,,n Locations shown for ermanent lateral restraint f webs shall have bracing installed per C Isections B3 ' or 10, Apply icabAplates to each face ofFiruss and position as shown above and on the Join Details, unless noted otherwise. efer to AAIs16 -Z for standard plate positions. a division of ITW Buildin ,,;+omponents Group Inc. shall not be responsible for any deviation from this dra ng an failure to build the conformance with ANSI 1 1, or for handling, shipping, installation and bracing of trussesA gal on this drawl or cover, P 1 ' 92 nshown. The s thisdrawingindicatesacceptanceofgo) essiona on responsibility solely rthedes Ufflatility w o this iI n?t'he Building Designer per ANSI1TPI I c.2. ifrawingoranystructureiseresponsibielint?. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 SEON 614154 / T30 I GABL Cust: RR408 JRef I Wb64080016 7510 C ELEV 17510 C EI-EV -DAVID WEEKLY Qty: 1 FROM: TH DrwNo 14218 173617623 Truss Label: C01 I KM / WHK 05/22/2018 n 6' 1z 6' 6' 4 - -- --- _.---------I -4X4 TYP) D u I I Loading Criteria (psf) Wind Criteria 1 Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10,00 Risk Category: 11 Snow Duration: NA Des Ld: 17-66- EXP: 8 Mean Height: 15,00 ft NCBCLL: 10,00 TCDL: 4,2 psf 1 Code / Misc Criteria Soffit: 2.00 BCDL: 5,0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24,0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:0(0)/O(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 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 A14015ENC101014 & GBLLETIN01 18 for gable wind bracing and other requirements. I Defl/CSI Criteria I A Maximum Reactions (lbs), or *-PLF PP Deflection in too L/defl L/# hoc R - /U---- I Rw --- Rh RL - W VERT(LL): 0.001 H 999 2401 B* 89 ill /40 /- /7 /144 VERT(TL): 0,005 H 999 180 Wind reactions based on MWFRS HORZ(LL): -0.001 H - - B Min Brg Width Req = - HORZ(TL): 0.002 H Bearing B is a rigid surface. Creep Factor: 2.0 Bearing B requires a seat plate - Max TC CSI: 0,189 Max BC CSI: 0.097 Members not listed have forces less than 375# Max Web CSI: 0.070 VIEW Ver: 17.02,01 A.1 114.20 oz,>' 08 IS; T COA qftw tot, 05,23,20 1, 8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatiq h dl h installing and bracing. Refer to rid follow the latest edition of BCS1 (Building t an R'sshipping prior to performing these unctions. Installers shall provide temporaSifetyInformation, b TPI an SBCA) r safety IB8SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom hord shall have a progel aid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BC I sections B3 B7 or 10, e. Ar)oy plates to each face o truss and position as shown above and on the JoinDetails, unless noted otherwise. kefier to Alpine, a division of ITW Buildin any failure to build theaomponentsGroupInc. shall not be responsible for any deviation from this drawingtrussinconformancewithANSI11, or for handling,.1, shipping, installation and bracing of trussesA seal on thi§ dr wing or cover pa ! sting this Prawing, indicates acceptance (?f oessiona ongmeen responsibility solely for the clesan ahown, The suirtilityanthisrawingoranystructureis pro responsibility of the Building Designer per ANSIrTPI I c. . ALPINE JWxnr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV /7510 C ELEV. -DAVID WEEKLY Truss Label: JGI 0 Loading Criteria (psf) I Wind Criteria 2X4(Al) TCLL: 20.00 Wind Std: ASCE 7-10 TCOL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed Risk Category: 11BCDL: 10.00 EXP: B Des Ld: 700 Mean Height: 22,43 ft NCBCLL: 10.00 TCIDLI 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP 93 Special Loads Lumber Dur.Fac.=1.25 I Plate Dur,Fac.=1.25) TC: From 56 plf at OLOO to 56 pit at 7,00 BC: From 10 pit at 0,00 to 10 plf at 7.00 BC: 448 lb Conc. Load at 2.06, 4.06, 6.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 7] W2X4 S 2,25 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf.n 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 Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Ply I Qty I SEQN: 614162 t T37 FROM: TH 1112X4 6 I ih 20'4" Cust: R R408 JRef: 1 Wb64080016 DrwNo 142.18 1736J8075 KM I BAF 05122/2018 Defil/CSI Criteria j A, maximum Reactions (Ibs) PIP Deflection in loc L/defl L/# Loc R /U / Rw - I_Rht RL I W VERT(LL): NA A 810 / 199 / /4.0 VERT(TL): NA C 992 / 235 / HORZ(LL): 0. 029 C Wind reactions based on MWFRS HORZ(TL): 0. 053 C A Min Brg Width Reg = 1,5 Creep Factor: 2. 0 C Min Brg Width Req = - Max TC CSI: 0366 Bearing A is a rigid surface. Max BC CSI: 0,841 Max Web CSI: 0.273 Members not listed have forces less than 375# VIEW Ver: 17. 02.01A.l 114,21 05 23 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nen require fetyInformation, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per Bin. Unlessnotedoherwise,top chord shall have properIx attached structural sheathingand bottom: ordshall hav apro ery rWiriceilin,z LocationsshownforermanentlateralrestraintfwebsshallhavebracinginsalledperBMIsectionsB317or101, icab e. ApplyplatestoeachfaceoeirussandpositionasshownaboveandontheJoinOetails, unless noted otherwise, keferto s 160A rdard plate positions, a division of ITW Buildin ompongits Group Inc. shall not be responsible for any deviation from this drawinun a failure tobuild the with ANSIR l1, or r handling, shippiny, installation and bracing of trussesA gal on this drawing g or W."sp.0bility this1. indicatesacceptanceofpro) essiona i rin int; , responsibility solelyr the cles9mhown. se o thisrawingloranystructureistherosponsibliv0hebuddingDesigerperANSIITPI1ME31FF." I 1R. 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 SEQN: 614163 / T40 / MONOI Cusc RR408 JRef. lWb64080016 7510 C ELEV /7510 C ELEV -DAVID WEEKLY Qty 1 FROM TH DrwNo 142,18,1736.18030 Truss Label: JG2 ( KM / BAF 05/22/2018 9 3X4(At ) 3X4(6h 12 / r' o i 20,4., D C r 3X8 III 3X6 7' 475 Loading Criteria (psf), Wind Criteria Snow Criteria (Pg,Pf In PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT:Ni TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 22.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 i TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 10 plf at 0.00 to 10 pit at 7,00 BC: 556 lb Conc. Load at 1.06, 3.06, 5.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 61 W 3X4 1.25 R 1.50 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 2 1 i 7' Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U _ / Rw / Rh / RL / W VERT(LL): 0,026 D 999 240 A 1193 1285 l - 4.0 VERT(TL): 0,068 D 999 180 C 934 / 229 l - 1 - l - l - HORZ(LL): 0.013 D - Wind reactions based on MWFRS HORZ(TL): 0.023 D i A Min Brg Width Req = 1.5 Creep Factor: 2.0 C Min Brg Width Req = - Max TC CSI: 0.652 Bearing A is a rigid surface. Max BC CSI: 0.907 Max Web CSI: 0.602 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Vec 17.02.01A.1114,21 A - B 298 -1247 e Ta * 10 COA t; 05 23'2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1044 - 229 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. D - B 1579 - 342 B - C 223 - 841 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ague extreme care in fabricatincl, handlingshippin , installing and bracing. Refer to nit follow the latest edition of SCSI (BuildingtSaafetyInformation, byv TPI an a SBCA) r safety f racuces prior to performing these unctions. Installers shall provide temperarrYY B4SI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a propperly Id ceiling . Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per BC sections B3, 87 or 810, ile. App y plates to each face_ ofptruss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to 60A-Z for standard plate positions, a division of ITW e Ih9 I,erTor r acce tance any s ructure failure to build the I or cover pa isn, ThesuiabilityF 0. 1 ww= 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV.17510 C ELEV -DAVID WEEKLY Truss Label: EJ7 Ply: 1 SEON: 614155 / T15 / EJAC j Cust. RR408 JRef: IWb64080016 City: 10 FROM. TH DrvrNo- 142-18-1736,14519 KM / WHK 05122/2018 C 7' Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) i Defl(CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA B 360 l 61 / 220 l - 1124 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 l - / 84 l - / 1.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.013 O C 169 181 / 67 1, (- 1.5 Des Ld: 37.00 EXP. B HORZ(TL): 0.023 D Wind reactions based on MWFRS NCBGLL: 10.00 Mean Height: 22,10 It Code t Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.598 D Min Brg Width Reg = - Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 1! TPI Std: 2014 Max BC CSI: 0.455 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C& C Dist a: 3,00 ft i Rep Factors Used: Yes Max Web CSI: 0,000 Loc. from endwall: not in 4.50 it O 0 /0 FT/RT:O (0) Members not listed have forces less than 375# GCpi: 0,18 Plate Type(s): I i Wind Duration; 1. 60 i WAVE (VIEW Ver: 17.02.01A.1114.20 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common( 0.162"x3.5") toe -nails at top chord. Provide (2) 16d common( 0.162"x3,5") toe -nails at bottom chord, 05 23,2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT,. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatiaq handlin&q shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building quire Information, byy TPIandSBCA) tdr safely practices prior to performing these functions. Installers shall provide temporarryY BGSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shalt have a properly iid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg installed per t3C l sections 53, B7 or k310. lie. AvP v plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Refer to Alpine, a division of ITW Build indCompon nts Group Inc. shall not be responsible for any deviation from this drawin .any failure to build the truss in conformance with ANSI T PI 1, or or handlin&, shipping, installation and bracing of trussesA eal on this drbwing or over paagge , listingthis drawingg indicates accetanceofrofessronafensneeringgresnsibilisole) tior thee desiggn shown, pfhe suifebih and se of thisdrawingforanyarructureistheresponsibilityoftheeuildigDesignerperyANSItTPI1S8c.2. OR10 M w ^+counwv 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 Ply 1 SEQN 614161 / T43 I EJAC i Cust RR408 JRef 1Wb64080016 7510 C ELEV. /7510 C ELEV -DAVID WEEKLY Dry 3 FROM TH DrwNo, 142.18 1736A8060 Truss Label: E37T KM / BAF 05/2212018 I Loading Criteria (psfl TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 BCCL: 10.00 Des Ld: 37 06 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24.0 " Lumber V4" 2'4" 2'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 22,10 If TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 92 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 4"-9"4 4'9"4 2'5"4 4-9"4 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)10(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0,162"05') toe -nails at top chord, Provide (2) 16d common(0.162"05') toe -nails at bottom chord, 7- 2712 27" 12 7 ' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.1531 536 240 VERT(TL): 0.408 1 293 180 HORZ(LL): 0.076 H - - HORZ(TL): 0.139 H Creep Factor: 2,0 Max TC CSI: 0.600 Max BC CSI: 0,473 Max Web CSI: 0,099 VIEW Ver: 17,02.01A.1 11,L21 S AT O 0* COA #0 05 22018 T T J_ 2310"l 1 2 VC 204" A A Maximum Reactions (Ibs) Loc R / U 1Rw /Rh /RL 1W B 360 / 28 /220 /92 /4,0 G 132 119 /90 /1.5 F 117 /28 161 /1,5 Wind reactions based on MWFRS B Min Brg Width Req = 15 G Min Brg Width Reg = - F 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 DRAW ING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, b, TPI pa SECA) r safetyty practices prior to performing these unctions. Installers shall provide tempera bracing yer 381. Unless noted o herwise,top chord shall have properIx attached structural sheathing and bottom ,n C Vord shall have a props yattachR9 ,lid ceiliny,, Locations shown for permanent lateral restraint f webs shall have bracing ins alled per C I sections B3 6 7 or 10asapplicabile. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise- Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build ina Componrnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build thetrussincgriformancewithANSIPI1, or or handling, shippiny, installation and bracing of trussesA gal on this drawingwing or coverthedesignshown. The spuliMbility, listing this Prawing, indicates acceptance of pro essiona ijiln npteringures solely 1 t?io he IdlponsibillanduseothisrawingforanystructureistheresponsibngDesigner per ANSIrTPI 1 Sec.2, 1150M xirvreaeaanr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 i Ply I SEQN 614156 / T 16 1 JACK Cust RR408 JRef 1Wb64080016 7510 C ELEV. /7510 C ELEV. -DAVID WEEKLY Qty 4 IFRAM: TM i DrwNo 14218.173618106 Truss Label: CA KM I BAF 05122/2018 12 F_ 4"3 L- 1'4" Loading Criteria (psf) 1 Wind Criteria TCLL: 20.00 1 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: Risk Category: 1110.00 EXP: 8-' Des Ld: i-766 Mean Height 20,60 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 N Loc. from endwall: Any GCpi: 0.18 I Wind Duration 1,60 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. F _T_ co 20'1 0" 11 o LO 201411 Snow Criteria (Pg,Pf,n PSF) Defl/CSI Criteria Pq: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# A Maximum Reactions (Ibs) Loc R / U /Rw /Rh fRL /W Pf: NA Ce: NA VERT(LL): NA B 201 156 1137 /- /32 /4.0 Lu: NA Cs: NA VERT(TL): NA 0 9 1 10 1 15 1 - I - 1 1.5 Snow Duration: NA HORZ(LL):-0.000 D C -36 /36 /24 /- / - 11.5 A HORZ(TL): 0.000 D Wind reactions based on MWFRS Code / Misc Criteria 1 Creep Factor 2,0 6 Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES 11 Max TC CSI 0.198 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI 0.025 1 C Min Bug Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Members not listed have forces less than 375# IPlateType(s): WAVE I VIEW Ver: 17,02.01A.1114.21 1 Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord, Provide (2) 16d common(O. 162"x3.5") toe -nails at bottom chord. 05 23 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses e extreme care in fabricating, handling shippinly, installing and bracing. Refer to and fallow the latest edition o (Buildinge"' fe Information,b TPlan rhaillety ractices phorto performing these functions. Installers shall provide te poraComponentEbracinperBSIUnlessnotedherwise , top chard s have property attached structural sheathingand bottom horcl shallhave a pro e y aft h ri id ceiling. Locations shown in permanent lateral restraintofwebs shall have bracinginstalled per BC I section B3, B7 or 10, P P% aasplicae, -A f. plates to each face o truss and position as shown above and on the JoinDetails, unless noted otherwise. efer to drawings 160 Z standard plate positions. Alpine, a division of ITW Buildin)+Pmponprits Group Inc, shall not be respons le for any deviation from this drawin ang, failure to build thetrussinconformancewithANSIig .11 0 h 'I 1 1, oror rhandling shipping. installation an bracing of trussesA gal on this dr wl q r over pa a aUplistingthisPrawing, indicates acceptance (?f o essionak Tpgmeen g rogponsibility solely I the desan shown. ability anduseothisrawingforanystructureisgeresponsibilityoftheuildngDesigrierperANSIfTPIIc. . ALPINE couaanv 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV /7510 C ELEV -DAVID WEEKLY Truss Label: CJ3 Ply 1 ! SEON 614157 / T36 I JACK Cust: RR408 JRef 1 Wb6408o016 Oty 2 l FROM TH DrwNo: 14218.1736.17983 j KM / BAF 05122/2018 Ci 12 = — — 21'10"11 r r 4,3 a 1----------'------ A .-''! = p 2X4(A1 )- Loading Criteria (psnl TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 BCDL 10.00 Des Ld: 37,00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: S Mean Height: 21.10 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CRC Dist a: 3,00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 20 SP #2 Dense But chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 3' 3' Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defi/CSI Criteria PP Deflection in loc L/defl 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.1114,21 05 23-20t8 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 222 /45 /141 /- /62 /4.0 0 50 /- /36 l- /- /1.5 C 59 /28 /20 (- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg sh,ppm , installing and bracing. Refer to and follow the latest edition of SCSI (BuildingUSfetyInformation, byY TPI and SBCA) & safety ractices poor to performing these functions. Installers shall provide temporarryy BGSI. Unless noted otherwise,rop chord shall have proper)YY attached structural sheathing and bottom hord shah have a properly did ceiling Locations shown far ermanent lateral restraint bf webs shall have bracingq installed per BC I sections 83, B7 or 810, ie. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of im 1,ortorr acceptance any structure his drawin an failure to build the on this dr wi Z or cover page Ltdesgnshov3n. The suit"ability nN1Nt :: t)NU r 6750 Forum Drive Suite 305 Orlando FL, 32f Job Number: 20W 7510 C ELEV. 17510 C ELEV. •DAVID WEEKLY Truss Label CJ5 Ply: 1 SEQN: 614158 1 T31 I JACK j Cust RR408 JRef: 1Wb64080016 Qty 2 FROM: TH DrwNo: 142-18,1736.17888 KM I BAF 05122/2018 C 22' 10" 11 12 / I _20,4„ 1 '4„__----___-- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,pf rn PSFJ I DefliCSl Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Sid: ASCE 7-10 Fig : NA Ct: NA CAT: NA PP Deflection in loc Lldefl L!# Loc R / U ! Rw (Rh ! RL t W TCDL: 7.00 Speed: 139 mph Enclosure: Closed Pf: NA Ce: NA VERT(LL); NA g 288 ! 51 179 1- 92 l 4A BCLL: 0,00 BCDL; 10.00 tegory: IItCaRiskSnow Lu: NA Cs: NA Duration; NA VERT TL : NA HQRZ(LL): 0.004 D - 0 89 !- 158 !- 1- C 116 / 54 ! 45 1- ! - 11.5 1.5 Des Ld; 37.00 EXP: B 1 HORZ(TL): 0.007 D Wind reactions based on MWFRS NCBCLL; 10.00 Mean Hei hL 21.60 ft9 Code i Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psfp Bldg Code: FBC 20t 7 RES Max TC CSI: 0.264 D Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to ht2 TPI Std: 2014 Max BC CSI: 0.223 C Min Brg Width Roq = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 1 Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FTlRT:0(0)f0(0) Members not listed have forces less than 375# GCpi: 0,18 1 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. T i COA # a$. 0> 232018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fb'r safety practices prior to performing these functions. Installers shall pprovide temporarryv BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom Nord stYall hay a properly K. ee"in9 Locations shown for rmanent lateral restraint of webs shall have bracingg ms alled per BC I sections 63, 7 or Et 10, Sle- Appty plates to each face otptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z far standard plate positions. a division of TPI 1, or for r acce tance any spructure his drawing,any failure to build the on this drawing or cover pagge, e desn jhoWn. The suitability TPI — temstar7:. SBCA: — Film= w itMrvr 6750 Foram Drive Suite 305 Orlando FI_, 32821 Job Number: 20950 Ply 1 SEQN 614159 1 T14 i JACK Cust RR408 JRef lWb64080016 7510 C ELEV /7510 C ELEV -DAVID WEEKLY City 2 jr-,jivi im DrwNo 142 18 1736 17982 Truss Label: CJ3T I KM I BAF 05/22/2018 E 12 11 2X4 D 2 1'10" 11 6 C SO C:) LO B 3X4 F corr 3 7- 20'4" Vi_ A_ A H G 1:112X4 2X4(A1) A_ 1-4 2-4" 2'4" 3 Loading Criteria (psf) i Wind Criteria Snow Criteria (Pg.Pf,n PSF) ii Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NAI PP Deflection in Inc L/defl L/# Loc; R__/U-_ /-Rw iRh /-RL----/W TCDL: 7D0 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.006 G 999 240: B 222 145 /141 /62 /4,0I BCLL: 0.00 Enclosure. Closed Lu NA Cs: NA VERT(TL): 0.018 G 999 180! F 17 11 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,003 F E 75 /25 /38 /15 Des Ld: 37,00 EXP. B HORZ(TL): 0.005 F Wind reactions based on MWFRS NCBCLL: 10,00 Mean Height: 21,10 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 i B Min Br Width Re = 1,5 F Min Brg Width Req = 1Soffit: 2.00 BCDL: 5.0 psf CBldgCode: FBC 2017 RES MaxT CSI: 0198 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 E Min Brg Width Req = - Bearing B is a rigid surface, Spacing: 24.0 CSC Dist a: 3.00 It Re p Factors Used: Yes Max Web CSI: 0.032 I Loc. from endwall: Any FT/RT10(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Types}: i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1 114.21 Lumber Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (2) 16d common(O. 1 62"x3.5") toe -nails at top chord, Provide (2) 16d comi non(O. 162"x3.5") toe -nails at bottom chord. WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabdcatin3, handling, shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, b TPI an SBCA) r safetyty i?r1actices poor to performing these functions. Installers shall provide temporary ge yB31. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom hord shall havy pro Viidceilin,?,, Locations shown for permanent lateral restraint f webs shall have bracing ins ailed per BC I sections B3, 7 or 10. i e. Apply ,,Iates to each face orruss and position as shown above and on the JoinoDetails, unless noted otherwise. Refer to 60A-Z for s andard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drpwintanu failure to build theiformancewithANSITPI1, or for handling, shipping, installation and bracinj of trussTsA seat on this dr wi g or cover pagt01,Onq, indicates acceptance 9f pro essiona. 99gine.ering ii e§potLslbility so elytq jjj4.LVjsj9n shown. The suite ifity ALPINEIIITW, W", 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20950 7510 C ELEV /7510 C ELEV -DAVID WEEKLY Truss Label: CJ5T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24,0 " Lumber lr---- 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.60 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration: 1,60 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, 24" 2'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N,, Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord. Provide (2) 16d common(O. 162"05) toe -nails at bottom chord, Ply I l SEQN: 614160 / TI 3 /JACK Cust RR408 JRef lWb64080016 Qty 2 FROM: TH i DrwNo 142.18. 1736 17919 KM / BAF 05122/2018 11 2'8" 5' Defl/CSI Criteria PP Deflection in locL/defl L/# VERT(LL): 0.058 G 999 240 VERT(TL): 0.153 G 552 180 HORZ(LL): 0.030 F - HORZ(TL): 0.054 F Creep Factor: 2.0 Max TC CSI: 0.381 Max BC CSI: 0.088 Max Web CSI, 0.063 VIEW Ver: 17,02,01A,l 114.21 S AT 0 COA 4 0 05 23,2018 4 22'10"11 Zo 2 1'4" 4 20'4" A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 51 1179 1- /92 /4.0 F 60 1- /39 /- /- /1.5 E 134 / 55 163 1- / - /1,5 Wind reactions based on MWFRS B Min Brq Width Req = 1.5 F Min Brig Width Req = - E Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 3759 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW ING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handing, Ng,m,anstalling and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentfetyInformation, b TPI an SBCA) r safety I 'tices phor to performing these functions. Installers shall provide tempora bracingper 98SI. Unless noted o herwise,top chord shall have property attached structural sheathingand bottom hord shall have a p n, attached ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3 ' B7 proasapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. i2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinaComponprits Group Inc. shall not be responsible for any deviation from this drawingany failure to bU(JU WetrussinconwithANSIPI1, or or handling, shipping, installation and bracing of trussesA eal on this dwing or cover paggermancI listing this r The suitabilitytTivinindicatesacceptanceof ) essiona ineerl , a j a r 0 Rg , g responsibility solely or the desgan ihown. and use o wing or any structure is 9. responsibility of the Building Designer per ANSI1TPI I Sac.2. F0— "h,= Q11p- 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV 17510 C ELEV -DAVID WEEKLY Truss Label: HJ7T F T Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 7 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24,0 " 2X4(Al) Ply I SEON 614164 1 T25 I HIP Cust RR408 JRef lWb64080016 Qhy 1 FROM rH I DrwNo 142 18 1736 18013 KM / BAF 05/22/2018 j12 210"2 6'73 4" 12 3'2"14 9110,11 Wind Criteria Wind Std: ASCE7-10 Speed:139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22,42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur,Fac.=1,25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 pit at 9.84 BC: From 2 pit at 0.39 to 2 plf at 9.84 TC: -22 lb Cone. Load at 1.41 TC: 149 Ita Cone. Load at 4.24 TC: 269 lb Cone. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 34 lb Cone. Load at 4.24 BC: 120 lb Cone. Load at 7,07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct, NA CAT: W Pf, NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)10(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O. 162*'x3.5") toe -nails at top chord, Provide (2) 16d cornmon(0, 1 62"x3.5") toe -nails at bottom chord, Defi/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.203 G 580 240 VERT(TL): 0.573 G 304 180 HORZ(LL): 0.079 F - - HORZ(TL): 0.150 F Creep Factor: 2.0 Max TC CSI: 0,568 Max BC CSI: 0.565 Max Web CSI: 0.069 VIEW Ver: 17.02.01 A, 1114.21 05 23 2018 23'10"6 cR io 2 1'4" T_ 20'4" A Maximum Reactions (Ibs) Lee R 1U /Rw /Rh /RL /W A 254 1113 / - / - 1- /4.9 F 125 1- /6 1- / - 115 E 297 195 / - 1- 1- 115 Wind reactions based on MWFRS A Min Brig Width Req = 1.5 F Min Brig Width Req = - E Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa catin, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, blIvAl an SBCA) r sa ety practices prior to performing these functions. Installers shall provide temperaComponentE bracin per 3SI, Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom hord shall hav progoWyattachOwdceiliny. Locations shown for ermanent lateral restraint f webs shall have bracin installed per BC91 sections B3 7 or 10, 3asapplicable. App y vlates to each face of truss and position as shown above and on the JoinoDetails, unless noted otherwise. Refer todrawings160A-Z for standard plate positions, Alpine, a division of ITW Buildi mponprits Group Inc, shall not be responsible for any deviation from this drawing an failure to build the truss in conformance TaPI 1, or or handling, shippiny, installation and bracing of trussesA eal on this drawing or cover page ?I ,rlistingthisrativing, indicates acceptance of proessiona . infe, rinresponsibili solely or the design shown. The sui bilityanduseo? this rawing for any structure is the responsib h Building Desig%er per ANSIrTPI 1 Sec.2. For more. informationsee this,lob's ricirieral notes mme and these web sites ALPINE wwwaIowejtwc.om,TP1 wwwtomstorri.SBCA wwwsbapdhsmvcom,fCC wwwiccsa( K-3-0 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20950 7510 C ELEV. /7510 C ELEV -DAVID WEEKLY Truss Label: HJ7 Loading Criteria (psf) TCLL: 20.00 TCIDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24,0 " Lumber 11101,10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.09 ft TCDL: 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 ft Loc. from endwall: not in 9.00 If GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=l .25 / Plate Dur.Fac,=1,25) TC: From 0 pit at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 pit at 9.84 BC: From 0 pit at -1.89 to 4 pif at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1A1 TC: 118 In Conc. Load at 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1 Al BC: 100 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Ply 1 1 SEON 614165 1 T44 / HIP Cost. RR408 JFef: 1Wb64080016 City 1 (FROM TH DrwNo 142. 18 1736 17905 i i KIVI / BAF 05122/2018 5'3"5 9110,11 5'3"5 4'6"11 9' 6" Snow Criteria (Pg,Pfin PSP) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common(O, 1 62"x3,5") toe -nails at top chord, Provide ( 3) 16d common(0.162"x3,5") toe -nails at bottom chord. Deft/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.024 F 999 240 VERT( TL): 0.092 F 999 180 HORZ( LL): 0,010 F - HORZ( TL): 0.023 F Creep Factor: 2.0 Max TC CSI: 0A82 Max SC CSI: 0.847 Max Web CSI: 0.257 VIEW Ver: 17.02.01A. 1114.21 05 23,2018 4 23'10"6 1 20- 4" A Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W B 318 / 143 /- /4,9 E 343 / 61 /- /1,5 D 56 /25 1- 11,5 Wind reactions based on MWFRS 6 Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens,Comp . . . ..... B- C 201 -477 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 474 -172 Maximum Web Forces Per Ply (Ibs) Webs — Tens.Comp. -- C- F 187 -515 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handl shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building ractices poor nentSfetyInformation, b TPI an SBCA) to performing these functions. Installers shall provide tempora, per 38SL Unless noted o herwise.top chord shall have properix attached structural sheathingand bottom hord shall hav%a proge y drigidcedin?. Locations shown for permanent lateral restraint f webs shall have bracinginstalled per BN sections B3 7 or 10 icable. Appy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildi omponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the onXrman, with ANSI 1 1, or for handlinj shippin?, installation and bracing of truss,?,sA seal on this drawing or cover p thisinictic.les acceptance of Ko essiona engineering responsibilitysolely for the desyn shown. The siuXtility eeothisdrawingoranystructureis, (a responsibility of the building Desiger per ANSI/TPI I ec. For:; 11 6750 Forum Drive Suite 305 Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Hecht, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 On 100 moh Wind Speed, 15' Mean Hekaht, Partially Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace s 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 3' 7' 3' 7' 7' 7' 8' li' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' U Spi- F 3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10, 10' i' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 1IFHC Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10, 6' 13' 4' 13' 10' 14' V 14' 0' Standard 4' V 5' 8' 6' 0' 7' 7' 8' 1' 10, Y i0' 6' 11' 10, 12, $' 14' 0' 14' 0' a SF 1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10' 3' 10' 8' 1 13' 6' 14' 0' 14' 0' 14' 0' Lf D F 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' IV a 11' 0' 11' 10, 14' 0' 14' 0' U P L QJ U Q S P F u F11 1 / #2 4' 11' 8' 4' 8' $' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' 8' 1' 8' 8' 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11, li' 7' 12, 1' 14' 0' 1 14' 0' 14' 0' 14' 0' 1 5' V 8' 5' 8' 9' 9' 11' 10' 4' 11' 10, le 4' 14' 0' 14' 0' 14' 0' 14' 0' P 2 4' li' 8' 4' 8' 8' 9' 10, 10' 3' 11' 8' le 2' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10, 2' 11' 8' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' le 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12, 1' 13' 6' 14' 0' 14' 0' 14' 0' Q 1 / #2 5' 5' 9' 2' 9' 6' 10, 30' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 U Q S P F t_ F1 3 51 1' 9' 0' 9' 4' 10, e' il' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' V 14' 0' Standard 5' 1' 8' 0' 8' 6' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d P 1 5' 8' 9' 3' 9' 8' 10, 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' O' 14' 0' 2 5' 5' 9' 2' 9' 6' 10' IV li' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' cu D F L_ 3 5' 3' 8' 5' 9' 0' 10, 9' il' 2' 12' 10' 13' 4 14' 0' 14' 0' 14' 0' 14' 0' S# 5' 3' 6' S' 9' 0' 10, 9' 11' 2' 12' 10, 13' 4' 14' 0' 14' 0' 14' 0 14' 0' Standard 5' 1' 7' S' 77 11' 9' 11' 10' 7' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades -- Group Ai S rv)ce-Pine-FM hlem-Fi 02 standard 02 stud f3 Stud 1 #3 1S1wWQrd Douglas Fir -Larch Southern Pkeswnw s3 #3 Stud Stud Standard Standard Group BI Hen -Fir 111 as Fir -Larch Southern Pkessw sl el y2 B2 lx4 Braces shall be SR3 (Stress -Rated Board). tar lx4 So. Pke use only kxkatr W 55 or IndustrlW 45 Stress -Rated Boards. Group B yWues may be used with les. Gable Truss Detail Notesl Wind Load deflection criterion Is L/240. Provide uplift connections for 55 pif over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlockers with 2' 0' overhung, or I- plywood overhang. Y_ Attach 'L' braces with 10d (0128'xa0' nk) nails. About aWa Truss 11l For (1) 'L' brain space naffs at V oz. In Ur end zones and 4' o.c. between zones Dlagonol bract nptiorw ) K)lWor (2) 'L' braces-- space naffs at 3' oz- T In U?' end zones and 6' oc. between zones. sbra tin nay be doubled when dagoral 8' #( 'L' brackV rust hburtbeankof WX of web brace is used connect L member length. allgaat brace for 4504 Ir at each end. Max web Brice Gable Vertical Plate Sizes total length is 14'. ilf 11E Vertical Lanath ink, S (ice 2x4 DF-L #2 or I Less than 4' (r ilX4 or 2X3 better diagonal T_ Greater than 4' V I3X4 Vertical length shown brace) singie 8r Ttif rl'a in table above. or double cut 45• Cos shown) at L 1 '., + Refer to camwxh truss design for upper end. n I WW peak, space, and heat plates. r ' s h, Refer to the "ding Designer for conditions Come sidipoiiof vertical weft at b. Refer t0 Ch0.rt «' 'Or X ve +t Y le tin, not addressed by this detail. e"Ai1O1G08 W." Am m1mv AU mum aian TZMWI1D REFASCE7-10-GAB14015 eesrmTum fintasm neesrtwnwTOALLcwnacmxTKDar"i e 7 Trusses rsgi a extreme core In fsbrtcstwha, ho UV, ir p,iruio1iYp and traOnp tr W4 w •• _._ fanow It. mtert edfbh a sixl <&Ad*p cap-M SO, TM Lhfarnatbn, by TM andSiC)u et r DATE 10/01/14 w--V es prior to perforrAv the" functiawr. kwuU*rs shod Wo,,1* iproci t U4ess noted othm-We, tap chord shorn haw Properly attached strwcV and vgeV shea nays a Prapw4y att,ch" =r ytl Luc V- ,ham, for P.rma,>.r,t tsseral r.s wf sobs DRWG A14015ENC101014 Q f77 /1 sash hew setslbd per 7E31 we 73, 37 ar ri0, as oppl fpprr plates to f I! of truss and as fawn obove and on the Joint eetoils, notsd IUi Rrier to dn m 169A-3 far stondord pWq powftbn. Atpbr, a *Asbm Of iTv u1ar components (ro Inc. anon rot 1. r far 4114. AN rtWC OAMNNY t W drawhp, fry foAun to bawd the truss k carhlarmsnce fah Awsl/TPI L or far nor, g ° ' MAX. TOT, LD, 60 PSF wstsaatbn t bra Mawf *rasps. a ° A sat an this arena ar m pmw uet+e Met awo,. b"kata aeapgnw M is ofdsfbwal 13723 R ergva Owwe ero wMp so .11 far the d pa Show. ne sdMOtlty ar -- w uds a.arae , q+ , 5-- to2W fs any sin+cOrr 1. rwap-mity rthe swtiY ems' P.r AMp/iP! i Seca "'" M ryiat,a Y agi+u. MO 63G43 for more Mormotiom see thm Job's grrrot notes and *_ s" It" d NP R AtPM wwsalptNt•4WY TPL www.tPrxtov sea wpfe ayary Sap _Jccwfearp h MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 100 moh wind soeed. 30' Mean Hainht. Partiaiiv Eociosed. Exoes Tt. Kst = 1.n1 S Gable Vertical 2x4 Bracek4'I Spacing Species Grade I) lx4 'L' Brace a 1) 2x4 'L' Brace a 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Grob B Group A Group B Group A Group B USPF F 1 / #2 6' ii' 7' 2' 8' 2' 8'6'9'9'10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 6' 2' 6' 7' 8'1'8' 5' 9'8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' Stud 6' 2' 6' 6' 8'1' 8' 5' 9'8'10, 0' 12' 8' 13' 2' 14' 0' 14' 0' p Standard 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10, 14' 0' 14' 0' J S P F 1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' Ill 7121 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 1 14' 0' 14' 0' 3 4' 0' 5' 7' 5' Ill 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10, 3' 11' 0' 13' li' U U S P F L_J F 1 / #2 4' 8' 7' It' 8' 3' 9' 4' 9' 9' ill 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 1 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' ill 0' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' 6) O l Standard 4' 5' 6' 5' b' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P D F L 1 4' 10' e' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 1 14' 0' 2 4' 8' 1 7' 11' 8' 3' 9' 4' 9' 9' Ill 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 1 6' 5' 8' 0' 8' 7' 10, 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d LD X d U O i S P F H F it 41 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 1 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' S' 7' ill 10' 2' 10' 7' 12' 2' 12' 8' 1 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 8' ill 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' Ill 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' V 14' 0' S P D 7 L 1 5' 4' 8' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 1 7' 10, 8' 4' 10' 3' 10' 8' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 1 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 1 6' 11' 1 7' 4' 1 9' 3' 1 9' 10' 1 12' 2' 1 12' 8' 14' 0' 14' 0' 14' 0' 1 14' 0' Abyaut able Truss Dlagonat brace optim Tverticallengthmaybe doubled when dlagoral 18' brace Is used Connect L diagonal brace for 5254 L' at each end Max web Br ce total length is 14 Bl 2x6 DF-L #2 or better diagonal Vertical length shown bracei single 8' gsP4$ $/la'•#. r In table above. or double cut 45' as shown) at L 1 f' upper end o ' Connect diagoao at x mkkx)lnt of vertxat web. Refer to chart 'or x gob( ver 1 ter 8WVAR100= READ AM FIR.LW ALL lOfEi 011 IM D#AVe61 a C)., Is s POtTAMiiw f7wask Ti#S DIb1V81G TD ALL wl7wlcTms D6LUM 71c DISTALt,EAD.ar 0 Trusses r'egA s extreme core m fabricating. hanWip, ma aracs p #efe to. fotbe the lotest "Non of DM (DAdhe Coriporwnt Safety Lifarti 7P7 and S7GU p ,t as prior to perfar" these iunctlo . Lwta#ers shill provide Mmparory br= 's Uiless rated otnersW, top chord shas haw properly attached strucAral shwa and010011 sown have a properly attached riots cNlb+e. tacaMar sMen for permanent ta4ral sebst jJJd Q whoa have 'adp iwtaNed per DCSI sectors B3. D7 ar 710, as eppllcobte Apply plates tooftrussmdMpoZ. as flown above and on rife Jaht Datoils, u# u mtad otlrrsw. 4`m @ "'-„r J Defer to dra %M-z for standard plate poAMom Noire, a dl,W- of ITV AAdna Components trap lac Awn not be nsporrple far ay devh ma '° ,off'"` AN ll'WC)OMt ANY tees sr wru am faam to QWd the truss m carnfor w with MCUM L or far twrvAtip, a 13723 Rry ,pan Drive irstaaatlon L br—kV of trnwsas, A seat an lei droahD or cover pope Dstb9 this drowto bdcatas awpt.nw A profsssbW anpYwariip reapa+e Yty gamy for tlne tleApn flown, the WOabsity aM uw of lei dr whe s' a.8. r `,' y , + sujie 2tw far ag 'Are hs Vw resporwaMy of 1t* 7W1p Desipwr per ANSI/M l SecE l Maryland Nelghis, MO 63043 n see this jobs h MJW, ; T" m tpiwt.a ip y ED m fearp Bracing Group Species and Grodesi Group Ai S e/-Pine-Fk HerFir Nl #2 twxlnrd I #2 Stud 3 tuSd #3 Standard Doualos; Ft -Larch Southern Pieaas 31 #3 Stud Stud StandardI Standard Group B1 Hen -Fir 1 4 Btr 1 ns FM -Larch Southern pbeass I #1 2 #2 lx4 Braces shall be SRB (Stress -Rated Board). sFor lx4 So, Pie use only Industrial 55 or Industrial 45 Stress -Rated Boards. Croup B values may be used with these des.11 Ualote I russ Detall Notes, Wind Load deflection criterion Is L/240, Provide uplift corviectlons for 100 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' traces with 10d (0128'x3.0' mW naft i# For (1) 'L' brace, apace rails at 2' oz. In 18' end zones and 4' oz. between zones, For (2) 'L' braces, space na#s at 3' or - In 18' end zones and 6' oz. between zones. L' bracing must be a P&&AAN of 8DX of web member length Gable Vertical Plate Sizes Vertical Len th No ice less than 4' 0' 2X4 Greater than 4' 0, but 3X4 less than Ill 6' Greater than 11' 6' 414 Refer to carrion truss design for peak, splice, and heat plates. Refer to the Bu#dYg Designer for cornditbro not addressed by this. data& MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' F ASCE7-10-GAB14030 TE 10/01/14 WG A14030ENC101014 System 42 Ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal, Max. ConcentrateiLoad per Chart Below DY rr. WbLlsu.. Locat,on Apply screws to top chord within 12' of the concentrated load location 2 4' o.c., min, evenly distributing them to each side of the concentrated load. A maximum of 6 screws may be applied to the top chord for each concentrated load. 1 1/2' For double top chords, evenly distribute the screws over both top chords, using same spacing guidelines specified above. The max number of top chord screws Is 6 per chord member for a total maximum of 12 screws, If the concentrated load connection requires more screws than 6 per top chord member and the load Is located at a panel point where webs Intersect the top chord, the remainder of required screws may be applied to those webs below the concentrated load location evenly spaced E 4' o.c., min, keeping the 3' min end distances. Each additional screw Is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs. of Screws Maximum Concentrated Load Qbs) (1.00 DF) SP DFL SPF 1 474 442 400 2 984 884 800 3 1422 1326 1200 4 1896 1768 1600 5 2370 2210 2000 6 2844 2652 2400 7 3318 3094 2800 8 3792 3536 3200 9 4266 3978 3600 10 4740 1 4420 4000 11 5214 4862 4400 12 5688 5304 4800 Refer to Alpine sealed drawing for individual truss design, Load Applled to This Ply 3 1/2' 1 3 1/2'- Truss IMember (ChordlShown) 3/4' Screw Position in the Truss JTS or Strong -Drive Screw Max. Uniform Load per Chart Below For single top chord, see chart below for screw spacing. For double top chord the screw spacing may be doubled (but may not exceed 24' o.c. per chord). Screw spacing shop be offset by 1/2 the o.c, spacing In each chord. Screws need only apply to the extents of that load. For chord sections supporting less than 100 plf apply one screw at each top chord ,Joint location. General Notes, 1. Screws centered along the 1,5' dimension of the 4x2 member. 2. Minimum end distance of 3'. 3. Screws Installed with head In loaded member. 4. Gap between plies not to exceed 1/8'. 5. Screw location may be adjusted up to 1' to avoid conflict with other hardware or to avoid lumber defects. 6. Do not Install screws In areas where lumber wane exceeds 1/4'. 7. Equal loads from both faces or loads that arenl distributed to each ply do not require c ' 1, this detaA, 8. For 3x2 members use GRK CRSS> JTS 1/ S $;s SDS25412 or SDW22500 screws m 9. Contact Alpine for special connect W a "t "< detall.` >.` MVARNbio a READ AM MUM ALL NO= m TM WAVAa a QVWAMTse FURN 1i T= DRAWM M ALL COIfRA TM atLUMM nE y v..As+vra pprractkus prior to psrfor#*V tt+ese functions. irwtafers shas provide tenpora 1 Mess noted otNMse, top Chord shaU taus property attodwd strucArW sMs7J*Q and siau hers a property ottodwd rbW c* w. Locatiorw sho n for parnww * lateral res4 s N QfwraWsta0tabhsWperXMt6rnIMH7or110, os App tout. Appy Watss to of truss and os sham above wW on the Joht Detafs, unt s jots otharase. A &U Refertodrfe160A-Z for stondord plate pos"lom Alpsw, a dNlslon of ITV and canpanenU Inc shoo jet be responsmle fa rm y awlaa AN ITWC MMNY »s drasYq any f*Aw* to the truss In arnonee ale, At1S1/Tp1 L ar for 114 94 hstaaation t bracsp of tenses. A seal opn Nis dro.** orcover lwihp this dmshp, Us a hdceRrpOnKe of profssakrwi 13723Riverpon Drive farsiruc yresporu!/tty AILSI/ lfri 1 Sock tft dwelro Suite 200Maiyl-d Heights, MO 63043 For nOr`t hfornatl0n ate it>ts Job's grwroi jolts papa 4n0 ttwst etb fifes. ALrDtc, neAtpheltscau TP1+ ....tphst, arro, SBCh ..a.:b<rWketry.ory, B:a seeJasofe.orp Top Chord Screw o. c. Spacing (Inch) Maximum Uniform Load <ptf) Along Top Chord (1, 00 DF) SP DFL SPF 4 1422 1326 1200 6 948 884 800 8 711 663 600 10 568 530 480 12 474 442 400 14 406 378 342 16 355 331 300 18 316 294 266 20 284 265 240 22 258 241 218 24 237 221 200 TC LL TIC DL BC DL BC LL TOT, LD, DUR, FAC, 1.00 SPACING PSF REF SY42 Connectl PSF DATE 01/19/ 2018 PSF DRWG CNSY42PLO118 PSF PSF Commentary: Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages, Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs, Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag,' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. 4i_PIN 13123 Rry poa D,m sun. 2u3 Maryland Heights, MO 63,A3 n, -. a•:fl Y IMM 1. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) TrussType Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0,25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Note= The .load may be considerably less than wU nov- o wrfqar pdroW Yattoch d=lootbs snnfr P-rrwnt 1.otora1 o o AawV kneLLtOPwAopPl .bk., Appl,trannsh— wDrtas,wU" nabd b #i*Q Z fA sstpondord Plot- (prop-tum a+y is OraM any f. A - U 4Wld In dmfarnoncs *1h M63/TPI forWilslfW+W Y{I dt."U_ t boob( 0 trlrws. A swaaoriY pm *W fk aft ar W U.MQ Ws rt aaYC WWIM*os ecwp* - OF P-OfOs.WM4 r- arry struc'Msr ilrsdatyar Yty od Wn Iowa D.W.nIMW ono Ira of UftZZdraslry riw lli3lp DaPar' MBl/IP! I S-cL for n-r- M_V_ ss- ilia J.W. avrrot robs Pao- and tlws- "% atba r J F DEFLEC/CAMB TE 10/01/14 WG DEFLCAMB1014 T ReknfaiMemk Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropi Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of Lopped plates to span the web. e, 2X4 2X4 2X8 rrovlwe connecsions for t.gnutT speariea on The engineered Truss aesig n. Attach each 'T' reinforcing member with End Driven Nailsn IOd Common (0.148'x 3.',min) Nails at 4' ac. plus 4) nails in the top and bottom chords. Toenaled Nalsn Od Common (0.148'x3',mirn) Toenails At 4' oc. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detal Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100I1$, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A11530ENC100118, A12030ENCIO0118, A14030ENC100118, A16030ENCI00118, A18030ENC10011$, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, DlS18015ENC100118, 520015ENC]00118, S20015END1 , 511530ENC100118, 512030ENC00118, 51 518030ENC100118, 520030ENC5See Appropriate #e Alpine gable detail for fw @ EfsT' Reinforcement Attachment Detall T' Reinforcing ' T' Reinforcing Member Member Toe-nal - Or - End -raft To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable ' T' reinforced gable vertical length is 14' from top to bottom chord T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. iiii Length Increase w/ 'T' Brace Examplen ASCE 7- 10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 43 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 ' L' Brace Length = 8' 7' Maximum 'T' Reinforced Cable Vertical Length 1.30 x 8' 7' = 11' 2' Mnf. ize N2x6 T' Increase 30 Y. 20 Y. Q If7 fTT1 { il 1IUU1IM'11fWC3OA+ Ji Ml 3723 RwerpUn drive S,i. 2W Maryland Heiyrns, MO 63043 WARNHitim KAD AM FOLLHv ALL NOTES IN THIS MAWHI[i $ MINDFOtTANTws Fli THIS nwnvHNa TO ALL CONIARC'iM HIa.1OM TIE HIM All ae mtest iiiii a xs1 c A*V coryarrnt safety IrKornaiby by TP1 aw Y3cA> f Trusses rrq** extreme care h fabrlcatkp, by ilha. alYppha, ku:e u,p and bexc OR op cxtcespilot• to psrforop andthi fU haves. 7perty ra shall provae t«ywrary oraar+p aCRt e 4ktess rated oCrrMe, pep chard stpU have W'aPertY atiaUrA str+¢Aral sheasrlM nnJ Shall hove a Properly attach" How c e iih op Locetnona shoe for pwrxanent lsterat restrwn$ shall how Instnaed per 7CS1 sectferns IM 97 a• 71a, As ApplicaW. APWy Pates to of truss and ss shown above and on the Joint Mass, unless noted othersbe. Rafsr to drm wikA-z for staward Plate pastNorn. Installation drta, tifa of tAoAbuild. O ate frail Inc. shwa not w resL aftearf for y d.vlaMan this drswknp, any foWx to sses ihproptross In rnnfomnnca with ANSI/Tp1 L ar far /minima, sYappkp, A Vast apn this ?askp Air cc a the urn The of praftsidanal ssk f , or s resnwMWtY of tint Ski DwsiWer per ANSI/M 1 sae2. for max infa•matbn see this jWs Cr i notes paw and these web sKn. ALPM, sws. atphtltacani TPb eew.tphst.orei SiCM wse.sbckvAstry.orpi ;CC+ wsskxsafe.ore tiT ' " f" 1 + sw r, 9....... B^ q i"_ ` tgAi,J s OA i 018 MAX. TOT. LD. 60 PSF REF LET - IN VERT DATE 01/ 02/2018 DRWG GBLLE TINO118 DUR. FAC. ANY MAX. SPACING 24.0' V]J/V} PLY TO PLY | NN TTDN T T| u | / - u///u/n -|n FOR DOWNWARD LOADS ONLY Uniform L000l Application Max. T.C. UnIform Load (Plf) CUP Spacing Along Concentrated Load Application N Installation Instructkznsv 1. Position and attach LSC to loaded ply with (3) 0L131"x1.5^ Load appliedtothisplyInailshntonurrowfuce. to thia p|y Max Load Note, lnstuK LSC adjacent, equ|d|st and not more than 6^ on eo1" side of concentrated iou^ r Refer to Alpine seated clrawlr 2. Bend clip over adjacent ply and attach with (3) 0.131~x1.5~ nulls into wide face. L3C42 for single 4x2 chords LXC32 for single 3x2 chords E6 LSC42-2 for stacked 4x2 chord LSC32-2 for stacked 3x2 chorol FAC. ALL REF 042 Connection DATE 10/01/14 DRWG L5CSYu2A101* N©TE1 Details 1 2) 10d COMMON (0148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLACK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMM33N (0.148'0V) NAILS OR (4)10d BOX/GUN (0.128'x3.0') PAILS. STRDNGBACK BRIDGING RECOMMENDATIONS BUTT STRDNGBACK BRIDGING TOGETHER 41 01 ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'xaW) NAILS IN 2 ROWS AT SCAB 6' aC. NOTES IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRDNGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK( 3)10dCOM TO WEB W/ t3> lOd COMMON 0148'x3') NAILS OR C4> lOd BOX/GUN 28'x3.0') NAILS 0 BRIDGING R QUIREMENTS w1e re edrSTRONGRACK1roetetcenser ofraes0ttw1/3 t rm at W oc pdnW All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information), ATTACH STRDNGBACK BRIDGING ATTACHMENT ALTERNATIVES° me FMUW &L s= W 7W Aa WM Mss=Mt.. FW M T= JN W= M Cmneacma D 7W MPALL xs. L PSF REF STRDNGBACK DATE 10/01/14 Trwes —V." extreme core h fobI-UXi , h—ftg, .nd Refer , 4dlw the toast —"J.. of 2= t A*v rawar»nt Saf «"`m `"fir Tll ° .+°''Z fry C DL PSF ikiess mood other— top oth .I+aR )ww P'aWrtr ottac/.0 r—W Ui; and a vra tkes t f.,txe>s. >,-taRers s vex have N,ydd tomtbrr 0— for IoarW BC DL PSF DRWG STRBRIBRIO14shoUaproperlyattad,atl ceq y. pe 1-4 ro.tr.M ,(+ sh" how vatted per RCSl sectkrr DS, )7 a 100. w Aap+r pWtts a . d .f 1. aw°ad o: sho- owe. a,W — tht .a,t aswa. '„o<.a ate,.. g as rav BC ILL PSF lam!— U w, to 76M-Z far stonmW oftu paatab Atpr». a dlvWw of TTv dents mat h. r.spanelte far TOT. LD, PSFh°R ANITWOOMMMY tv" d-oN a W f.&— to the 1.— 1. alth AMSI M L ar far hvodlnp si{yhp C 'a »»* 9 CDUR. FAC. 1.00 scot an ted draf* w .wer tlstMp Vi 'as y. YMiatp amptanw W P'o--W m 13723 R,—p.,t Drrve shone avtopw and of Uft loAp fares ,Ctve Is Ift res of Dv M c& sU;1u 23u 1 Deegrr' per 1dR!/if7 1 SecL a ' 3t' SPACINGMerylerztlHBKJiits. Mfl 63043 For AOI'f hfarnatbll aef fhk JpD's grrrW notes arW 'SlM/N sea fifes. A .....,..,:a.a,n, Tfu ....tp,aoro, :; u>r miccsafeary r /2018 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 sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. Oq Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement or T-Reinf. L-Reinforcements or \\\ L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. VN T-Reinf. L-Reinf, Scab Reinforcements Apply scab(s) to wide face of web. No more than 0) scab per face. Attach with 10d (0.l28'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. MVARNDB- READ me fMJ" ALL 01M a TM DRAWDG dsmmuidiT nAmw TIES =Awm Ta ALL md7wcTvx wImam THE =TmAmq Trusses require oxtrow cafe In fobric tbMI, ha dk+p. pMp. WtaW p orq bwd p, 4 fade. the latest edtlon of XV CDn dng Component Safety k fonwtbn. M' TPI aIndb rSeB CNpracticespriortoperforrftthreefurtlo— Insmders sholl provide tl+e+D andUnlessnotedothereise, tap shard shall ha" properly attached structural shi and as shod hors a properly attached Mid adlktp Lac l: shown for parnannt lateral of T sled have tetsUed per 7CSI sactbns Xi. Yl ar Dip, as opp11ca01e. Apply p4tss to1niloftrussandassMwaboveandontheJoetDetails, Mess noted otYrrNse. IUI Mfer to dra %"-z for stondord piste P..rA . Alpine, a dvhslon of ITY Conporonts Group Lr. shoU not be rasPoreb4 far eh..ta AN (FW this draehp, vry f" to Oulld tM truss In conformance aiM ANSI/Tf7 L or far nonanp, s 4 eetaiiatbn 16 bump of trusses, A sal on flit lnablg w• cover dlossdsssVllebelittleddrsoftbelittledacvptwreof p9feplwW 13723 Riverpon Dave far Y yrespalW"orYty of the iMdnp Desldner AMSi/iP7 L Seca Sate 200 w0' Mn'.d Heights, MO 63043 for more Mornatlon see this ,Job's general notes ppooqq end Hess aeb item PIME. Aas4lpYeKs.cwu TPD aatpiratorgl SDCN sasbdrdto_ustryoripIM eseJccuf*AwV Scab TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. L.D. PSF DUR. FAC. F CLR Subst. TE 10/01/14 WG BRCLBSUB1014 1 Reknfo MerA Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes propriate Alpine gable detail for e sizes for vertical studs. EnglTxered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of upped plates to span the web. 2* 2X4 2X8 rrovnae connecifons Tor upuri speciriea on zne engineerew truss wesign. Attach each 'T' reinforcing member with End Driven Nails 10d Common (0.148'x 3.',Wn) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nails, lod Common (0.148'x3*,mIn) Toenails at 4' o.c. plus 4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A140150510141 A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A2W30ENC101014, A20030END101014, A2003OPED101014 S11515ENC100815, S12015ENCIW815, S14015ENC1O(K1 S18015ENC100815, S20015ENCIDOS15, S2WI5ENDI DI S11530ENC100815, S12030ENC100815, S14030E . 1, S18030ENC100815, S20030ENC100815, S See appropriate Alpine gable detail for T' Reinforcement Attachment Detail IT' Reinforcing IT' Reinforcing Member Member Or • 1 To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord T' reinforcing member material must match she, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP N3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertkai Length 1.30 x 8' 7' = 11' 2' T' ReDnf. Mbr. Size T' Increase 2x4 30 2x6 20 swVANUM130s READ NOD) fO1Dw ALL HUM ON THIS DRAVDU TANTM FURNIM TJIS DRAvneG TD ALL COJIRACTOIS D+CLUMM 7K DJST 1 > REF LET -IN VERT Trusses require extreme core In fabrlcaiMp, hmidirg, shgpkq, hstn1tYp ontl Ref felt" the tatest edtfan of DCSI diiD Component safety IMonanation, by Tvi > f f.ty t p q'`y, DATE 10/01/14 practices prior to perfarv*V these functions. Installers shag provide taiporary broci+p a *b A 0, ss noted atlftrrbe, top chord stall have properly attached structural sheo arfd DRWG GBLLETIN1014fstallhaveaproperlyottadwtdNpldcasing. Locations shown far perTivierit lateral restraint v' ^ ' 777 shag lave bra kstalled per BCSI sections n D7 or DNI, as opWk Die. APWy Ptates to sse Q of truss andMori os slam above and on the Joint Details, v k noted otherwise. Refer to dra 16OA-z for standard plate posltiom Alpkw, a dlvbion of ITV Components Group lric. stall not be resporslWe for deviation ; AN ITW CDAAA NIr thb dra.k,p, any failure to bvild the truss In can4orm with MMLITPI L or for a'n sh4pr p, p §., MAX. TOT. LD. 60 PSFkistoRationtbrockpofbusses. #'t b.. 8°+ A seal an tNs drawk,p x cay.r Wtw+D tldw droMq, kidcotes occephncw a P prvfwsrlond sae" §' 13723 Suite 20 verpon orfve fenp =4ip rws w sa1Ny N sham The sultollYty and vw a c,z " IQ DUR. FAC. ANY suae woo s+cMe t1r &+*w >r par Ar+svTPt I sea.e. "OA #,y 52018 Maryland Heights, MO63043 for more information see this ,lob's gnral notes pope and fliers web sttrsi MAX. SPACING 24.0' ALPM www.olpheitwsamh TPI. sss.tpinstorpi SDC/v www.ackidistry"V ICC, wesJccsafe.orp 1 1&T FLOOR LA"*7-0IJT ALLUANiS SET TRL,lSSES PER LATCUT AND ENGINEERING Tl-#AT TF4E TRjSSES AT DELIVER'' - 5!41NC%LE LOADNG 131B mph. L1ND 12 EXPOvURE 3 6l BRfs. 3 2 16° PLUMS GUT I T'-FIG/4L TRU55 END BEARINC= HEIGHTS HANGER TA<E 10'-0 HEIGHT 14) HHU646 14) THA422 20'-4' tEIG iT 83 1-4U526 NOT T'HE RE6PON615ILITY OF THE BUILDING DE6tGNER OR 41TECT TO PROVLDE AN AF'P1mPftA7E COPP•ECTIOtN FOR TRUSS FPORrw. STRUCTURE PER REACTION" SHCUN ON TRUSS VEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EOUIPM OR PLUM5MG (AND THEIR CONrrECTiONS) IN TRUSS SPACE BE DIAGR.4NT'E? BY BUL.DER ON APPROVED TRUSS LAYOUT R TO FA MC14TICK COMPANY 16 A TIR" M414FACTURER UA40SE ONBIBIL17es ARE LIMITED TO THOSE DESCRIBED $N IUTCA 5 VESfiGtN RESPONBIBILiTtEB'. AGCOROSYaLT, rr DISCLAIMS RESPONSI5ILMES AND/OR LIABILITY FOR THE CGN5TRIJCTIC N N DR, POGP7ENT8 NCLUDMiG THE INSTALLATION AND CING OF TRU88E5 MANUFACTURED SY T48 COMPANY. UJAR i NC:; CONVENTIONAL FRAMNS, ERECTION AND/OR PERMANENT 5R4CNGi I NOT THE RESPONSIBILITY OF THE TRU88 OE°&Kiteg PLATE MANIFACTURER, OR TRUSS MANUFACTURER PERSONS EREC7ING TRUSSES ARE CAUTIONED TO 50 K PROFESSIONAL ADVICE REGARDING FRECTICN SPACING URCH IS ALLI 4YS REQUIRED TO PREVENT TOPP` RYs AND DOMINOMG DUR!W. ERECTON. AND PERMANENT a RACANG WNCH MAY SE R5-GWREP K OFECPIC APPLICATIONS. SEE YaUIDE TO GOOD PRACTICE FOR HANDLING SNSTALLING, RESTRAINING a BRACING OF METAL PLATE CONNECTED 9«i 2Pr96i =GR Fv.4'H,R 'N-r T'A"1 TRUSSES SHALL BE INSTALLED IN A STRAIGIir AND PuMB P05171OK WHERE NO SHEATHING 15 AF'PLIED DIRECTLY 70 TOP AND/OR 50TTCM CHO 'THEY SHALL BE 5RACED 46 SPECIFIED ON TiE ENGINEERED DE6160Y TRUSSES SHALL BE HANDLED LATH REASONABLE CARE 1%R ERECTION TO PREVENT DAMAGE OR PERSONAL BNXRT. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF jHI:S LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. DAVID WEE<LY 10 G ELE V CaR Refer to truss engineering to verify all girder ply quantities and required nailing/ bolting pattern. Lot 2'1- Reagan Fointe