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2820 Gipper Cir - BR18-002555 (a) SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT /( STATEMENT NUMBER: 18100004 DATE: June 04, 2018 BUILDING APPLICATION #: 18-10000494 BUILDING PERMIT NUMBER: 18-10000494 UNIT ADDRESS: DIPPER CIRCLE 2820 22-20-30-520-0000-0260 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP; RNG: SUF. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2820 GIPPER CIRCLE / REAGAN POINTE SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE - TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A SingleFamily Housing .00 1.000 dwl unit 00FIREESCUEN/A 00 LIBRARYCO -WIDE ORD Single Family Housing54.00 1.000 dwl unit 54.00 SCHOOLSCO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAWENFORCEN/A 00 DRAINAGEN/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF 0— ABUILDINGPERMIT, p ('K PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES IOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 0or t 2(-o CITY CF ling & Fire Prevention DivisionSk40RDBuilt PERMIT APPLICA TION F' ["' E P A T %,' E, N 7 Application Na: 2f 55 Documented Construction Value: Job Address: k y_.LLt Historic District: N'esl:]NoFv Parcel ID: 22-20-30-520-0000- ResidentialF] Commercial7 Type of Work: New Addition Alterations Repair F-1 Demo Change of UseE] Move Description of NA"ork: 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 Resideni 4 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: Mortgage Lender: Address: Address: WARNING TO ONNNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT NIAYRESLILT IN YOUR PAYING TIVVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE R,ECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION*. IF YOU INTEND TO OBTAIN FINANCING, CONSULT N,*i,rH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is berebv made to obtain a pcmiit 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 constructionregulating in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that (tale: 6"' Edition (2917) Florida Building Code Re\ Iced' January I. _1018 Application NOTICE: In addition to the requirements of this permit, there may he additional restrictions applicable to this I)ro[)crt,, that inw, be found in the public records 0l'thlS COLIVIVV, and there may he additional PCM111S required fi-oni other governmental entities such as water management districts, state a-encies, or federal auencies, C - Acceptance ol'pernut is verification that I will notify the owner ot'the property of the reqUil-CruClItS of Florida Lien Law, FS 7 13. The City of Sanford requires payment ol'a plan review fee at the time ot'permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction \aILIC of the job at the time of submittal. The actual construction value will be ln_,ured based on the current WC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should Calculated charges figured off the CXCCLItCd Contract exceed the actual construction \,.line, credit will be applied to your permit fees when the permit is issued, ONVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l ikflature A"Cni Date _Mature of (i , )tractor Agcnt Date Print 0\\ 11cr A 'cr) amc Print Contractor -A,', allic Signature c A oia v-Star Sri . t Date onda/ Daic TRA& LEE WIGGERS Y LEE WIGGERS Vol f FloridaotaryPubPublicI1, I'll 113] ),202 otary Public - State of Floridqob, Ii - State or Florida Commission # GG 161813 Commission Af GG 161813 My Comm, Expires Noy 20, 2021 My Comm Expires Nov 20, 202, e lipOwner "'A 11 "IQ B"4!z" M"=o e or Cont CNXS6 n18000d through ", 04wi 14"rK \-kn to Me or Produced 1ype of ID Produce TD ! 0 — T- ype57 TD BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrlcal Mechanical PlumbingPI Gas [] Roof [] Construction Type: dF Occupancy Use: Flood Zone: k—,- VACVAd> Total Sq Ft of Bldg: D1 5i, Min. Occupancy Load: t '-A New Construction: Electric - # of Amps k Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 1 5 e 57(,, (, 9 of Stories: - Plumbing - # of Fixtures 1 -1 Fire Alai -in Permit: Yes El -,OR] WASTE \ VATER: BUILDING: 15 71 _( RccIsed Januar% 1, 20 IN Krnw Apph,:,m0l) CITY OF SAj FORD FIRE DEPART!,ENT Building & Fire Prevention Division PERMIT APPLICATION Application No: C 9 2,,555 Documented Construction Value: $ Job Address: — Historic District: Yesl:]NoR] Parcel TD: 22-20-30-520-0000- (D Z cx (.'i') ResidentialFICommercial Type of Work: Newt Addition[] Alteration[] RepairF]Demo 0 Change of UseFlmove 11 Description of Work: Single Family Residential Plan Review Contact Person: Tracy Wiggers Phone: 407-865-8208 Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare ti Residellif- property? Contractor Information Street: 213 Majestic Eagle Drive City, State Zip- PoOnte Verde, Fl, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1 254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, Fl, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Mortgage 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 AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, el furnaces, boilers, beaters, 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: 611 Edition (2017) Florida Building Code Revised: January 1, 2013 permit Application ow N 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 watermanagementdistricts, state agencies, or federal agencies. Z7 Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. C The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured offthe 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 compliance with all applicable laws regulating construction and zoning. e 94- 9a'ture of Q •r/Agent Date nature ractor-/Agent Date Print Owner Signature XNotaity-Staffrl6n'N Date Y LEE WIGGERS 117ffatll ypwlc - State of Florida Commission # GG 161813 My Comm. ExOres Nov 20, 202 1Owner/ Alen is'- "I ype or iu Print Date TRACY LEE WIGGERS otary Public - State of Florida Commission # GG 161813 161813Y` My Comm. Expires Nov 20,J202i hIdown to Me or eorConCenteiWedft0u9hF,"%tVWJ ype BELOW IS FOR OFFICE USE ONLY Permits Required: Building C> Electrical[] Mechanical PlumbincE] C Gas 0 Roof El Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 15Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesEl NoEl # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes F1 NoE] UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January I , 2018 Permit Application CITY OF SJ NF OD 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: 2820 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0260 Phone Number: 713.316,3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zane: 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: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-2555 Reviewed by: Michael cash, CFM Date: June 14, 2018 SANTORD Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue. Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford s right-of-way in accordance with the City s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other 15 jurisdictions right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knw. whws below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call betm Y" dig. 1. Project Location/Address; 2. Proposed Activity: ,,, Driveway E]Walkway 0 Other: 3, Schedule of Work Start Date 4, Brief Description of Work: SFR This application,K,,su Proplelty Ownef7', Signature: Address: 21-3MajesJl1 le Homes Phone: (407) 865-8208 Fax: Completion Date Print Name: Casey Dare FEmergency Repairs 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 installationlimproverrient fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities. OF 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. I have Signature: and undeirstarl Id the above statement and by signing this application I agree to its terms. Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date, November 2015 ROW Use Dnveway. pdf LIMITED POWER OF ATTORNEY Altamonte Spriags, Casselberr,%, Lake Mary, Lcm-i%ood, Oviedo. Sa.1ford. Sernincle CcuntN, Winter Spriros Date:: naimt- and appo;,n,, an a,-,crit of 2\ r, %- c t i p i j - and !n, c, b m\ la\\ fill ammn,, -:n-fact to a,:t -oi- rrQ to aj', s zn f i do a!! r,o.c,s- sarx to this appo:nti-,icni lor (check on!y one option) permits and appl,catlons subin'.t-led by this contracior, D The ,pecli-ic permit and application for work located at: rum Vjot,— E%pirazion Date For This Limited Po,v er Of' Atiurnc\,: License Holder Namf: Suite License Number o f License H ST< 1TE nc rr" l Din " COUNTY 0 F C/ T In ef1*6 re a o in in sru;n c ri Ias at c k n o,,\ 1e d -zed before rn e this t day o(- 0 ho s Lob., or \0o has produced as IdenLI i-Ication ind %.N ho J!d d!d not L; kt-, kcLary Sea!) atUrC Print or Tvpe ' game 0tU'rV PUN) C - S131e. Of 1-, Con,.!-,jis, wn E\rires RACHEL BLACKWNIELL GG 66676 ZA01res jar, Jeo REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 project Name: Griffin Park Building Permit#: Pro , Ject Address: k k C SeSA-E Electrical Pen -nit 9: In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility \?,,III 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 a-ree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such riaht. Also, in the event any third party claims darnag _,cs from the exercise of such right, we agree to jointly and individually indemnity and hold harmless the jurisdiction from all such damages and costs. includingy, attorney's fees. 3. The building or structure shall be weather fight and secure, 'The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100 % complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5, If provided. the fire sprinkler system must be operational. per the local 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-poNNcr. Casey Dare Pritlill Name of NY,, , ner/Tenant lanituro cff Owner/TenantZ7U i -,natureof NAary Public Casey Dare Pri-n 'N v Of General Contr. SigntitiTre of"C'ene-rat Contr lt-RISDI('TIONEtiI[ILO'EENAI,,IE R.RISDICTION, No 11FIVI) Progress Energy J Florida Power & Light James J. ALanier Print Narne Of Elect,Contr. Signature of Electrical Conir. CHAD W COWDERY MY COMMISSION # FF985918 F_XPIRES April 25,2020 NoIRRRE ea or Stanip ME r1 CERTIFICATE 4F LIABILITY INSURANCE 2 o DfYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAMA_ Ashley Carte Arthur J. Gallagher Risk Management Services, Inc. PHONE FAX 1900 West Loop SouthG NE 713w935-t3811 cArG x: 713.35&5713 - Suite 1600 AD SSaashley_caryajgcomHouston TX 77027 INSUREWS1 AFFORDING COVERAGE NAIC If INSURED Weekley Homes. LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER E Old ReDublic Insurance Co n%/ r-0Af-_9ZQ f`9:0TI9Zlr ATC AtIt1kAR9ZP- 10.1;2A4108A RFVIQInIid NI IMFtrzo. 24147 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR j tADDL POLICY EFF ( POLICY EXP TYPEOFINSURANCELTRINQ' WVD POLICY NUMBER MMtDRfYYYY MMfDDtYYYY LIMPS F COMMERCIAL GENERALLIABILITY iEACH OCCURRENCE CLAIMS - MADE i OCCUR PREMISES tEa occurren __ MED EXP Any one peison µ PERSONAL & ADV INJURY GEN` L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE POLICY _. 0 PRO- JECTLOC I PRODUCTS - COMP'OP_ AC G r OTHER. A AUTOMOBILE LIABILITY 3i1201H 3r1t2019 COMBINED SINGLELIMIT 1, 000,000 X !. ANY AUTO BODILY INJURY ;Per perscn M OWNED ' SCHEDULED AUTOS ONLY ( AUTOS i BODILY INJURY (Per accident. w..----------- HIRED ;_...__ t NON -OWNED XXPROPERTY DAMAGE-- iAUTOSONLY ' = AUTOS ONLY i iPer accideoQ x X $ 250 DedComp i X $500 DedColl UMBRELLA LIAB!. OCCUR EACH OCCURRENCE EXCESS LIAB l CLAIMS•MADC IAGGREGATE DED li RETENTION $ A WORKERS COMPENSATION i MWC31241800 1311,12018 I. 3t1l2019 X I PER : 01H- STATUTE ! ER ANDEMPLOYERS' LIABILITY Y f N ' ! ANY PRCPRIETORIPARTNERtEXECUTIVE - E.L. EACH ACCIDENT-$1,OQ0.000 OFFICERiMEMBER EXCLUDED? N t A Mandatory in NH) EL DISEASE, EA EMPLOYE $1.000 000 If yes describe under^ DESCRIPTION OF OPERATIONS below EL. DISEASE - POLICY LIMITµ1.000.000 DESCRIPTION OF OPERATIONS! LOCATIONS i VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll, $2,000 Ded. for Priv. Pass vehicles valued over $75,000 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 O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 11E CONSTRU THE BUILDIN PROVISt( IN'INDUSTRY110ENSING BOARD TRAd?Ilj- EREIN t I[FIED, UNDER THEbl IAPTE 489, FL01RICA-STAT arREXASEY,,,-V' pmw EYA AJE STI EAGL E'' AE-i'111 011 fir!Yl LICENSE 441 EXPIRATION 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. 11 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 egards, JJoh Burchfield Ge eral Counsel 4,tI81It8 * Austin , Chaiteston , Charlotte Chicago k Daltas,,FtNorth o- Denver « Greater Hilton Head Houston , Indianopolis , Jacksonville Nfinneapolis/st. Paul * Nashville Orlando PanaimiCin, # Phoenix RAct,0i I SaIr Like City P San Antonio 4 Sara,,ota 4 Tarara t A'Amington Giant Mala Clerk Of The Circuit Court & CQ(T1PtV0lleU Seminole County, FL IInst#2018 91168 Book:9186 Page" 1901; (1 PAGES) RCD-, 8/13/2018 7135-102 AM REC FEE $10.00 Prepared by and Return to: JOHN KINGMAN KEATING Town SquareTitle, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18445 RFCOKOING V4ORMAT[ON I4BOVE 1-fils . [\r NOTICE OF CONINTENCLMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0260 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real Properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: WARNING TO OWNER: ANY PAYMENTS MADE BY '['HE OWNER AFTER THE EXPIRATION OF THt,,' NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE; THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication PLII-Stlallt to Section 92,525, Florida Statutes. Under penalties ofperjury, I declare that I have read the fore-oilu, and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware lintited liability company John Kin -man _utl asAuthorizedAgent , STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, its an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the exccution of this instrument on the (late set forth below, John Kingnian Keating personalty appeared before ine as Authorized Agent of Weekley Homes, LLC a Delaware hunted liability company and executed or acknowledged bis/heritheir previous execution of this instrument. I H , F HIER CERTIFY, that John Kingman Keating, is/are the satire persont's) either executing or acknowledging u i, I it 'I foregoing instrument because: personally know hini/licr/thein OR I have satisfactory evidence f ' at seat in the State and County aforesaid this 31st day ot'July, 2018. 9118 of same b1se(y r..P_0,-1 'Iorida driver's license or ter identification. LP , abasey9od I dZflI SANDRAGREER ARYNAM A 5LAIMNUJ1 A I H YWLQu; C)rnmission#GG123703 Exp"63 Sopternber 8,2021 f f & x4,4 Thm 449m N,,Wy REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Description 10 Inspection Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 00" W-00 I IW Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final II REVISED: June 2014 11111111"IcofD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot26ReaganPointe751 1 AS Builder Name: David Weekley Homes Street: 2820 Gipper Circle Permit Office: C k'0,-k Cam''" City, State, Zip: Sanford , FL_, 32773 Permit Number. Owner: Jurisdiction: 9114 OFLOn: County:: Seminole Climate Zone 2 DesignL,,a . Sanford (Florida 1, New construction or existing New (From Plans) 9, Wall Types (2882.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 9.0 1422.00 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=13,0 359.33 W 4. Number of Bedrooms 3 d. N/A R= 10. Ceiling Types (1392.0 sqft,) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=38.0 1364.00 ft2 6. Conditioned floor area above grade (ft2) 2178 b, Knee Wall (Vented) R=19.0 28-00 ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(336.3 sqft.) Description Area a, Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 435.6 a, U-Factor: Dbl, U=0,34 240,28 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0,55 96.00 ft2a. 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency dl. U-Factor: N/A ft2 a. Electric Heat Pump 41,0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth 3.977 ft. Area Weighted Average SHGC: 0.337 14, Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2178.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 897.00 W b. Conservation features b. Floor Over Other Space R=0,0 814.00 ft2 None c. other (see details) R= 467.00 ft2 15, Credits Pstat Glass/ Floor Area: 0.154 Total Proposed Modified Loads: 72.02 PASS TotalBaselineLoads: 72.30 1 hereby certify that the plans and specifications covered by Review of the plans and S74? this calculation are in compliance with the Florida Energy specifications covered by this Code, calculation indicates compliance z z "I, with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: A, this building will be inspected for compliance with Section 553.908 e gn' is in compliance Iherebycertifythatthisbuilding, a /cli Florida EnergyCode, Florida Statutes.( with the OWNER/AGENT: WE 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 R402.4.11 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/23/ 2018 5:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 Igo] :48, :Z111111byzel rj PROJECT Title: Lot26 Reagan Pointe 7511 AS Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2178 Lot # 26 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: 2820 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2178 19898 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 st Floor 897 8369 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1281 11529 No 1 3 1 Yes Yes Yes FLOORS V# FloorTypeSpace Perimeter Perimeter R-Value Area-, Joist R-Value Tile Wood Carpet" 1 Raised Floor 2nd Floor ---- 98 ft2 19 0.2 0 0.8 2 Floor over Garage 2nd Floor ---- 369 ft2 19 0.25 0 0.75 3 Slab -On -Grade Edge Insulatio 1st Floor 117.9 ft 0 897 ft2 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ---- ---- 814 ft2 0 0,32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1525 ft2 342 W Medium 0.85 N 0.9 No 0 26,6 ATTIC Vft Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1364 ft2 N N 5/ 23/2018 5:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 001-MvillZIMMIMA CEILING ft Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 11 Under Attic (Vented) 1st Floor 38 Blown 83 ft2 0,11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1281 ft' 0.11 Wood 3 Knee Wall (Vented) 2nd Floor 19 Batt 28 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To Wait Type Space R Value_ Ft Ja__ Ft Jn Area R-Value, Fracfion,--,-,,Absor,-,,,Grade% 1 NE Exterior Frame - Wood 2nd Floor 19 49 0 9 0 441.0 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 28 6 9 4 266.0 it' 0 0 0,6 0 3 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 it' 0 0.23 0.6 0 4 NW Exterior Concrete Block - Int Insul 1st Floor 7 10 6 9 4 98.0 ft' 0 0 06 0 5 SW Exterior Frame - Wood 1st Floor 19 49 0 9 0 441.0 ft' 0 0.23 0,6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 49 0 9 4 457,3 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 30 0 9 4 280.0 W 0 0 0,6 0 9 Garage Frame - Wood 1st Floor 13 38 6 9 4 359,3 it' 0 0,23 0,01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1 st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation, Wall OverhangV# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening l NE 2 Vinyl Low-E Double Yes 034 0.3 N 25,0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 2 NW 3 Vinyl Low-E Double Yes 0,34 0.3 N 16.0 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 3 NW 3 Vinyl Low-E Double Yes 034 03 N 15.5 W 1 it 4 in 1 it 3 in Drapes/blinds Exterior 5 4 NW 3 Vinyl Low-E Double Yes 0,34 03 N 15,5 ft' 1 ft 4 in 4 ft 0 in Drapesiblinds Exterior 5 5 SW 5 Vinyl Low-E Double Yes 0,34 0.3 N 63,0 ft' 1 it 4 in 1 it 3 in None None 6 SW 6 Vinyl Low-E Double Yes 0.34 03 N 17.8 ft' 15 it 4 in 0 it 0 in None None 7 SW 6 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 it 4 in 11 ft3 in None None 8 SE 7 Vinyl Low-E Double Yes 0,34 0.3 N 8.0 ft2 1 ft 4 in 1 ft3in Drapes/blinds Exterior 5 9 SE 7 Vinyl Low-E Double Yes 0.34 0.3 N 46.5 ft' 1 it 4 in 1 ft3in Drapesiblinds Exterior 5 10 SE 8 Vinyl Low-E Double Yes 0.34 03 N 25,0 it' 1 it 4 in 11 ft3 in Drapes/blinds Exterior 5 11 SE 8 Vinyl Low-E Double Yes 0,55 0.43 N 96.0 ft' 8 it 0 in 0 ft 0 in Drapes/blinds Exterior 5 5/23/2018 5:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE V# 1 Floor Area Ceiling Area 399 ft' 399 ft2 Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 40,81 ft 9,33 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000406 CFM 50 ELA EqLA ACH ACH 50 2321A 127.44 239,68 .3652 7 HEATING SYSTEM V ff System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:8.2 41 kBtu/hr 1 Ducts sys#1 COOLING SYSTEM V ff 1 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 V# 1 System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert ff Company Name None None Collector Storage System Model 9 Collector Model # Area Volume ft2 FEF DUCTS 1 Supply ---- Location R-Value Area Attic 6 435.6 ft Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF 2nd Floor 108.9 ft Default Leakage 2nd Floor (Default) (Default) HVAC 9 Heat Cool 1 1 5/23/2018 5:08 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolinJan HeatingJan Feb Feb Mar Mar Ap, AMa MyayjXj Jun Jun Jul JUAug jXjAuXj Se Oct NovOct NovDec Dec Ven Jan Feb Mar Apr May Jun Jul Aug Sep Oct X XNov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/ 23/2018 5108 PM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 5 of 5 FORMR405-2017 NERGY PERFORMANCE LEVEL (EP4 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* The lower the EnergyPerformance Index, the more efficient the home. 100 1 New construction mexisting u, Single family v,multiple family n. Number wunits, nmultiple family 4. Number mBedrooms n |uthis mworst case? o. Conditioned floor area ( n`) r. vvmumwu~ Description n. u'reunr om. u=on4 S*oc aHoc~vau u, u'pamor om. u~n.00 sHoc: anGc=0.43 c. u'rouor wm sHsc: o, u-Factor: wm onsC: Area Weighted Average Overhang Depth Area Weighted Average a* mc oFloor Types p.o| ou~on/aem= Edge Insulation uFloor Over Other Space c, other (see details) New (From Plans) e. Wall Types mwlauo^ Area Single-family a n' a'oou Exterior R=190 1*2200111 o,Concrete Block -m/mvu|.Exterior e=rn no/mn` c. Frame Wood, Adjacent x~13o onnoon` o u N/A e~ n` m cemnoTypes Insulation Aream« a. Under Attic (Vented) n~000136400n` mro uKnee Wall (vnnm«) 190 28n0n2 nN/A n= n` Area 11o"cm n` u4ozoo2 v Sup: Attic, net:onuFloor, xn:c" uFloor n *ooa 96.00 ft2 12, Cooling systems xommr Emomoov a. Central Unit no acEn14n0 ft2 m,Heating systems xemmr Efficiency uElectric Heat pump 410 nSPp:o,zn 3,977* 0,337 mp/laoo" Area Hot water systems owp*omumnu n=un ayrnnn" a, Electric sp o.e* n~oo 814o0n, Conservation features n~ 4oToon" wun= oertify that this home has complied withConstructionthrough the above ener in this home before final insp th( based on installed Code complian featui Builder Signature: Address ofNew Homa:'/ eZr-` Florida Energy Efficiency Code for Building ufeatures which will beinstalled (or exceeded) a new EPL Display Card will be completed Date: CT/Q C Chy/ FLZ]p Note: This iunot aBuilding Energy Rating. | fyour Index iabelow 70. your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain aFlorida EnergyGaugnRating. Email EnorgyGaugetech support ct techsupport@energygauge.com or see the EnergyGauge web site at energygauge.corn 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, 5m3/20185i08pM snargvoouoa@uax rwRevovn - Section R*on.4.1Compliant Software Page ^w1 Manual S Compliance Report Job: LoMReaganftinte75111 19DEL-AIR Date: 5/23/18 KATM - AM CQ*CffKMM Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Project Information For: David Weekley Homes 2820 Gipper Circle, Sanford, FL 32773 Design Conditions Outdoor design DB: 93VF Sensible gain: 28854 Btuh Outdoor design WB: 75.2°F Latent gain: 4802 Btuh Indoor design DB: 75.0°F Total gain: 33656 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1333 cfm Sensible capacity: 31714 Btuh Latent capacity: 6790 Btuh Total capacity: 38504 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NBO420000AO+FB4CNP042L 1100/6 of load 141 %of load 114% of load SHR: 82% Heat loss: 26674 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 37890 Btuh 142% 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: 68.3°F Capacity balance: 30 OF Economic balance: -99 OF wrightsoft, 2018-May-23 17 18,31 Right-SuileO Universal 2018 18.0 13 RSU24011 Page 1 6ReaganPointe7511AS1Lot26ReagatiPointe7511AS rup Calc = MJ8 House faces. NW IR Component Constructions Job: Lot26ReaganPointe7511 QEL-A Date: 5/23/18 Now,111111111 C00=11111111111111M 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 2820 Gipper Circle, Sanford, FL 32773 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 290N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain It, B10,41 'F Q-F7Bluh MOM' Btu h Btu h,'Itl Btu 11 Walls 16A- 1 9ad: Knee wall, asphalt shingles roof mat, r- 19 kw ins, 1/2" n 28 0,049 19.0 1.43 40 3.65 102 gypsum board int fnsh 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r- 19 cav ins, 1/2" ne 441 0.064 19.0 1,86 821 1.67 735 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm se 215 0M4 19.0 1,86 401 1,67 359 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 378 0.064 19.0 1.86 704 1,67 630 fnsh, TxiS" wood frm, 16" o.c, stud nw 223 0.064 19.0 1,86 415 1.67 371 all 1257 0,064 19.0 136 2341 1,67 2096 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 241 0.167 7.0 4.86 1170 5.26 1266 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se 159 0167 7.0 4,86 771 5.26 834 gypsum board int flash sw 431 0.167 7.0 4.86 2096 526 2268 nw 74 0.167 7.0 4.86 359 5,26 389 all 905 0.167 7.0 4.86 4396 5,26 4756 Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" 342 0.096 13.0 2.79 954 1.55 530 wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2*'gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap. ne 25 0.340 0 9.89 249 22,5 566 1/8" thk; NFRC rated (SHGC=0,30): 50% drapes, medium: 1.33 ft overhang (4.2 ft window ht, 11,25 ft sep,): 6.67 ft head ht se 25 0340 0 939 249 23.2 584 all 50 0.340 0 9.89 499 22,8 1150 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 8 0340 0 9.89 79 23.7 190 1/8" thk: NFRC rated (SHGC=0.30): 133 ft overhang (4 ft window ht, 1.25 it sep.): 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 47 0,340 0 9.89 463 20.9 980 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium;1.33 ft overhang (5.2 It window ht, 1,25 ft sep.); 6.67 ft head ht nw 16 0340 0 939 154 22.5 350 all 62 0,340 0 939 617 213 1330 2A-2ovd: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" se 96 0.550 0 16,0 1536 18.9 1813 gap, 1/8" thk, NFRC rated (SHGC=0.43); 8 ft overhang (8 ft window ht, 0 ft sep.): 6.67 ft head ht vwrilghtsaft- 2018-May-23 17 18 31 Right-SuiteO Universal 2018 18 0 13 RSU24011 Page I 6ReagariPointe75llASI,Lot26ReagatiPointe7511AS.rup Calc = MJ8 House faces. NW 26-2fv: 2 glazing, clr outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, sw 63 0.340 1/8" 1W NFRC rated (SHGC=0,30): 1.33 ft overhang (6 It window ht, 1.25 ft sep); 6.67 ft head ht 10C-v: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr. 11/4" gap. sw 18 0,340 1/8" thk: NFRC rated (SHGC=0.30): 15.33 ft overhang (6.7 ft window ht, 0 ft sep.), 6.67 ft head ht 26-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap. sw 8 0,340 1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (2 ft window ht, 11.25 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, nw 16 0.340 1/8" thk; NFRC rated (SHGC=0.30). 50% drapes, medium: 1.33 ft overhang (4 ft window ht, 3.75 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, nw 16 0.340 1/8" thk, NFRC rated (SHGC=0.30): 50% drapes, medium: 1,33 ft overhang (5,2 ft window ht, 4 ft sep.): 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 24 0.390 n 18 0390 all 42 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1,12" 1365 0.026 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb 98 0.050 ovr 369 0.050 all 467 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 9.89 623 24.8 1564 0 9.89 177 8.67 155 0 9,89 79 27.1 217 0 9.89 158 22,5 359 0 9.89 154 22.5 350 0 11.3 272 12,1 291 0 11.3 203 12.1 216 0 113 475 12,1 507 38.0 0.76 1032 1.42 1935 19.0 1.45 143 0.73 71 19.0 145 537 0.73 269 19.0 1.46 680 0.73 340 0 28.8 3394 0 0 ti -4-F wrilghtsoft" 2018-May-23 17 18 31 Right-Sui(eO Universal 2018 18,0 13 RSU24011 Page 2k6A ,6Rea'gan'Pointe7'5"1'lAS,Lo(26ReaganPointe751 1AS,rup Calc " MJ8 House faces NW Job: LotMeaganftinte7511 iW,'r,h DEL -AIR Project Summary Date: 5/23/18 mom _WC01111111111nollm Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone 407-831-2665 Fax, 407-333-3853 Web: WWW DEL -AIR COM Proiect Information For: David Weekl Homes 2820 Gipper Iircle, Sanford, FL 32773 Notes: March 7, 2018 RH Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21745 Btuh Structure 23042 Btuh Ducts 3268 Btuh Ducts 4785 Btuh Central vent (52 cfm) 1661 Btuh Central vent (52 cfm) 1028 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26674 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 28854 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2699 Btuh Ducts 737 Btuh Central vent (52 cfm) 1366 Btuh Heating Cooling Outside air Area (ft2) 21 A 2178 Equipment latent load 4802 Btuh Volume (ft3) 20653 20653 Air changes/hour 0,41 0.21 Equipment Total Load (Sen+Lat) 33656 Btuh Equiv. AVF (cfm) 141 72 Req. total capacity at 0.75 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh P 47°F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0,86 Capacity balance point = 30 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r,r qt, I t I a I - Ott Right SuiteOP Universal 2018 18,0,13 RSU24011 2018-May-23 17 1811 Page 1 6R eagan Point e751 1 ASti Lot26R eaganPointe751 1AS iup Ca(c = MJ8 House faces NW Job: LotMeagan Pointe7511 ASIDEAIRRight-JO Worksheet Mar", AM 001"Knol" Entire House Date: 5/23/18 By: JA DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web WWW,DEL-AIR.COM I Room name Entire House dining/kitchen 2 Exposed wall 275.9 It 78.4 ft 3 Room height 9.1 ft 9,3 It heat/cool 4 Room dimensions 1,0 x 612.6 It 5 Room area 2261.9 It' 612,6 ft2 Ty Construction Ul-value or HTM Area (w) Load Area (W) Load number Btuh/ftz-°F) 6 1uhift') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P'/S Heat Cool Gross N/P/S Heat Cool 6 W W t-G 16A-19ad 12E-0sw Frm wall, st 13A-7ocs Elk wall, s 0,049 0.064 0,167 n ne ne 11,43 1.86 4.86 3.65 1.67 5,26 28 441 266 28 441 241 40 821 1170 102 735 1266 0 0 266 0 0 241 0 0 1170 0 0 1266 1 1 2A-2ov Frm wall, st 0.340 0.064 ne se 9.89 1.86 22,45 1.67 25 270 0 215 249 401 566 359 25 0 0 0 249 0 566 0 T 12E-0sw 2A . 2ov 2A-2ov Blk wall, s 0.340 0,340 0.167 se se se 9.89 9,89 4.86 23.69 20,94 5,26 8 47 280 2 8 159 79 463 771 190 980 834 0 0 149 0 0 124 0 0 603 0 0 652ti13A-7ocs 2A-2ov 2A-2ovd 0.340 0.5W so se 9.89 16.00 23.18 18.88 25 96 0 96 249 1536 584 1813 25 0 0 0 249 0 584 0 t-11 12E-0sw Frm wall, st 213-2tv 13A7ocs Blk wall, s 0.064 0340 0.167 sw sw sw 1.86 9.89 4,86 1,67 24,82 5,26 441 63 457 378 10 431 704 623 2096 630 1564 2268 0 0 219 0 0 201 0 0 979 0 0 1059 1 OC-v 28-2fv 0.340 0,340 sw sw 9.89 9,89 8.67 27.08 18 8 18 0 177 79 155 217 18 0 18 0 177 0 155 0 12E-0sw Frrn wall, st 2A-2ov 2A-2ov 0,064 0,340 0.340 nw nw nw 1.86 9.89 9.89 1.67 22.45 22.45 270 16 16 223 0 0 415 158 154 371 359 350 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 13A-7ocs Elk wall, s I 1DO 0.340 0,167 0.390 nw nw nw 9.89 4,86 11.35 22.45 5.26 12.11 16 98 24 0 74 24 154 359 272 350 389 291 0 98 24 0 74 24 0 359 272 0 389 291 12C-0sw Frm wall, r- 0,096 2.79 1.55 360 342 954 530 360 342 954 530q_D 11DO 0.390 n 11.35 12.11 18 18 203 216 18 18 203 216 C 16B-38ad 0:026 0.76 1.42 1365 1365 1032 1935 0 0 0 0 F 20P-19c 0.050 1.45 0.73 98 98 143 71 0 0 0 0 F 20P-19c 0,050 1,45 0,73 369 369 537 269 0 0 0 0 F 22A-tol 0M9 28.78 0.00 897 118 3394 0 613 78 2257 0 6 c) AED excursion 0 591 Envelope loss/gain 17236 17394 7473 5117 12 a) Infiltration 4508 1428 1294 410 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 33001 1 1200 Subtotal (lines 6 to 13) 21745 23042 87671 6957 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21745 23042 8767 6957 15 Duct loads 1 15% 21% 3268 4785 10'/.1 10% 877 696 Total room load 1 250131 278271 1 9644 7652 Air required (cfm) 1333 1333 514, 367 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-23 17:18:31 Right-SuiteO Universal 2018 18.0 13 RSU24011 Page 1A0t5k6ReaganPointe7511AS\Lot26ReaganPointe751 IAS rup Gaic = MJ8 House faces, NW QEL-AIR Right-JO Worksheet IMM I am colonvom 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: LoMlReaganPointe7511 AS Date: 5123/18 By: JA 1 Room name pwdr util 2 Exposed wall 8.5 It 22,0 It 3 Room height 9.3 It heat/cool 9.0 it heat/cool 4 Room dimensions 4,5 x 8.5 it 1.0 x 70.0 It 5 Room area 38,3 ft2 70.0 ft2 Ty Construction number U-value EjtUtVft2-- F) Or HTM 8 t !f12) Area (W) or perimeter (it) Load Bt h) Area (v) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/ P/S Heat Cool 6 W W t-G 16A-19ad 12E-Osw Frm wall, st 13A-7ocs Blk wall, s O.049 0.064 0,167 n ne ne 1,43 1,86 4,86 165 1.67 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 36 0 0 67 0 0 60 0 11 VL212E-Osw 2A-2ov Frm wall, st 0.340 0.064 ne se 9.89 1.86 22.45 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov Blk wall, s 0.340 0.340 0,167 se se se 9.89 9.89 4.86 23,69 20.94 526 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01L213A-7ocs 2A-2ov 2A-2ovd 0.340 0.550 se se 9,89 16,00 23.18 18,88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ t--" 12E-Osw Frm wall, st 28-2fv 13A-7ocs Blk wall, s 0.064 0,340 O. 167 sw sw sw 1.86 9,89 4,86 1,67 24.82 5.26 0 0 79 0 0 79 0 0 385 0 0 417 68 0 0 68 0 0 126 0 0 113 0 0 10C-V 2B-2tv 0.340 0.340 sw sw 9M 9,89 8.67 27.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0M4 0.340 0,340 nw nw nw 1.86 9.89 9,89 1,67 22.45 22,45 0 0 0 0 0 0 0 0 0 0 0 0 95 16 0 79 0 0 146 158 0 131 359 0 t-13A-7ocs D 2A-2ov Blk wall, s 11DO 0.340 0.167 0,390 nw nw nw 9.89 4M 11,35 22.45 5.26 12A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- D 2C-0 w Frm wall, r- 1s11DO 0.096 Z79 1.55 0 0 0 0 0 0 0 0 0. 390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 168-36ad 0.026 0.76 1.42 0 0 0 0 70 70 53 99 F 20P-19c O.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19C OMO 1,45 013 0 0 0 0 0 0 0 0 F 22A-tol 0,989 28.78 0.00 38 9 245 0 0 0 0 0 6 c) AED excursion 38 54 Envelope loss/gain 630 379 550 816 12 a) Infiltration 140 44 350 ill 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) 770 424 900 1527 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 770 424 900 1527 1151 Duct loads 101/. 101% 77 42 231 3140 209 474 Total room load 847 466 t109 2001 Air required (cfm) 45 22 59 96 Calculations agproved by ACCA to meet all r2quirements of Manual J 8th Ed. 4, -# 44- 2018-May-23 17 18,31 Right- SuiteO Universal 2018 1&0,13 RSU24011 Page 2 6ReaganPointe75llAS', Lot26ReaganPoifite7511AS.rup Cale =M,18 House (aces NW QC1EL AIR, Right-JO Worksheet Job: Lot25ReaganPointe7511AS WATM,WCOMMUMM Entire House Date: 5/23/18 By: JA DEL -AIR HEATING & AIR CQNDITIONING 531 CODISGO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name bdrm 2 bdrm 3 2 Exposed wall 11.0 It 22.5 It 3 Roam height 9.0 ft heat/cool 9.0 If heaticooi 4 5 Room dimensions Room area 11.0 x 14.0 It 154.0 ft2 11.0 x 11.5 If 126.5 ft2 Ty Construction number U-value BtuWftl-'F) Or HTM st ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (fill or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 W W 16A•19ad 12E-Osw Frm wall, st 13A-7ocs Bilk wall, s 0,049 0.064 0.167 n ne ne 1,43 1.86 4.86 3,65 1.67 5.26 0 23 0 0 23 0 0 42 0 0 38 0 0 104 0 0 104 0 0 193 0 0 173 0 11 2A-2ov 12E-Osw Frm wall, st 0,340 0.064 ne se 9,89 1.86 22.45 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 13A-7ocs Bilk wall, s 0.340 0.340 0,167 se se se 9,89 9.89 4.86 23.69 20.94 5.26 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 9.89 16,00 23,18 18.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2B-2fv 13A-7ocs Bik wall, s 0,064 0,340 0.167 sw sw sw 1.86 9.89 4,86 1,67 24.82 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C-v 2B-2fv 0.340 0.340 sw sw 9.89 9.89 8.67 27.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-0sw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 nw nw nw 1.86 9.89 9.89 1.67 22.45 22.45 77 0 0 61 0 0 113 0 0 102 0 0 99 0 16 83 0 0 155 0 154 139 0 350 y L-D 2A-2ov 13A-7ocs Bilk wall, s 11DO 0.340 0.167 0.390 nw, nw nw 9.89 4,86 11,35 22.45 5.26 12,11 16 0 0 0 0 0 154 0 0 350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw Frm wall, r- 0,096 2.79 1.55 0 0 0 0 0 0 0 0q-D 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1,42 154 154 117 218 127 127 96 179 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19c 0:050 1.45 0.73 119 119 173 87 127 127 184 92 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1011 196 Envelope loss/gain 599 895 782 1030 12 a) infiltration 175 55 358 113 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) 774 950 1140 1143 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 774 950 1140 1143 15 Duct loads 23 % 31 / 180 295 23% 31 264 355 Total room load 954 1246 1405 1498 Air required (cfm) 1 51 60 75 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r' wrigthtas®ft' 2018-May-2317,18:31RighlSuiteOUniversal201818.0 13 RSU24011 Pa e 3AGg 6ReaganPointe7511ASrLol26ReaganPointe7511AS_rup Cafc = MJ8 House faces: NW 1.QEL-AIR Right-JO Worksheet A 04"W"ORM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 hone 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMeagan Pointe7511 AS Date: 5/23/18 By: JA 1 Room name bdrm 3 wic, bth 2 2 Exposed wall 4.0 It 5.0 It 3 Room height 9,0 If heaticool 9.0 It heat. ;cool 4 5 Room dimensions Room area 5.5 x 4,0 If 22.0 tt2 11.0 X 5.0 If 55.0 IV Ty Construction number U-value Btuh/ftl-'F) Or HTM Stub ftz) Area (ft2) or perimeter (ft) Load 8t h) Area (W) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PiS Heat Cool 6 W 16A-19ad 0.049 n 1.43 3,65 0 0 0 0 0 0 0 0 W t__11 12E-Osw Frm wall, st 13A-7ocs Blk wall, s 0,064 0.167 ne ne 1,86 4.86 1,67 5.26 36 0 36 0 67 0 60 0 45 0 45 0 M 0 75 0 2A-2ov 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11 Frm wall, st 0.064 se 1.86 1.67 0 0 0 0 0 0 0 0tl12E-Osw 2A-2ov 0.340 se 9.89 23.69 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9,89 20.94 0 0 0 0 0 0 0 0 13A-7ocs EfIk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 16,00 18.88 0 0 0 0 0 0 0 0 t--G 12E-Osw Frm wall. st 28 -2fv 0.064 0.340 sw sw 1.86 9.89 1,67 24,82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL213A-7ocs Blk wall, s 0.167 sw 4,86 5.26 0 0 0 0 0 0 0 0 10C-V 0.340 sw 9.89 8.67 0 0 0 0 0 0 0 0 28-2fv 0,340 sw 9.89 2T08 0 0 0 0 0 0 0 0 Frm wall, st 0.064 nw 1.86 1.67 0 0 0 0 0 0 0 0 TE 12E-0sw 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0,340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 t-0 13A-7ocs Blk wall, s 0,167 nw 4.86 5.26 0 0 0 0 0 0 0 0 11DO 0,390 nw 11,35 12,11 0 0 0 0 0 0 0 0 12C-Osw Frm wall, r- 0.096 2.79 1,55 0 0 0 0 0 0 0 0I-D I1DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,76 1.42 22 22 17 31 55 55 42 78 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1,45 0.73 22 22 32 16 28 28 40 20 F 22A-tol 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 101 16 Envelope loss/gain 116 97 165 157 12 a) Infiltration 64 20 80 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 01 Subtotal (lines 6 to 13) 179 1171 245 182 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 179 117 245 182 1151 Duct loads 1 23% 31% 42 36 23% 31% 57 57 Totalroom load 1 221 153 302 239 Air required (cfm) 1 121 7 16 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-23 17:18.31Right-SuileO Universal 2018 18,0.13 RSU24011 Page 4 6R eagan Poi nte751 1 AS'Lo(26R eagan Point e751 1AS rup Calc n MJ8 House faces NW DEL --AIR Right-J® Worksheet Af 'M Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot26Reagan Pointe7511 AS Date: 5/23/18 By: JA 1 Room name mstr wic mstr bth 2 Exposed wall 9.5 ft 22.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 118.5 ft 118.5 ftz 1.0 x 14&0 It 146.0 ft2 Ty Construction number U-value Btuh/ft2 °F) Or HTM Btuh/ft') Area (W) or perimeter (ft) Load Stuh) Area (ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 'r W 16A-19ad 12E-Osw Frm wall, st 13A-7ocs Blk wall, s 0.049 0.064 0.167 n ne ne 1,43 1.86 4.86 3.65 1.67 5.26 0 86 0 0 86 0 0 159 0 0 143 0 0 113 0 0 113 0 0 210 0 0 188 0 11 2A-2ov Frm wall, st 0.340 0.064 ne se 9.89 1.86 22.45 1.67 0 0 0 0 0 0 0 0 0 90 0 82 0 153 0 137V12E-Osw 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 0.340 0,340 0.167 se se se 9.89 9.89 4,86 23.69 20.94 5.26 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 2 0 0 79 0 0 190 0 0 2A-2ov 2A-2ovd 0.340 0,550 se se 9.89 16.00 23.18 18.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJt---G 12E-Osw Frm wall, st 2B-2fv 13A-7ocs Blk wall, s OA%4 0.340 0.167 sw sw sw 1,86 9.89 4.86 1.67 24.82 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C-v 2B-2fv 0.340 0,340 sw sw 9.89 9.89 8.67 27.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 nw nw nw 1.86 9.89 9.89 1.67 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-C? 2A-2ov 13A-7ocs Blk wall, s 11DO 0.340 0,167 0,390 nw nw nw 9.89 4.86 11.35 22.45 5.26 12.11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw Frm wall, r- 0.096 2,79 1.55 0 0 0 0 0 0 0 0q-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1,42 119 119 90 168 146 146 110 207 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 IF 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tol 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 29 26 Envelope loss/gain 249 281 552 747 12 a) Infiltration 151 48 358 113 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 400 329 910 860 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 400 329 910 860 15 Duct loads 23% 31 % 93 102 23 % 1 31 % 211 267 Total room load 493 431 1121 1128 Air required (cfm) 26 21 60 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. h wrigt t#ofi' 2018-May-2317:18:31Right -Suited Universal 2018 i$.0.13 RSU24011AG Pag e 5 `A 6ReaganPointe7511AS\Lot26ReaganPointe7511AS.rup Calc = MJ8 House faces: NW w DEL -AIR Right-J® Worksheet WERM AM GWOMONMEntire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot26Reagan Pointe7511 AS Date: 5/23/18 By: JA 1 Room name mstr we mstr rm 2 Exposed wall 3.0 ft 36.5 ft 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 3.0 x 5.5 It 17.0 x 19.5 If 5 Room area 16.5 ft2 331.5 ft2 Ty Construction number U-value Btuh/ftz °F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 16A-19ad 0.049 n 1.43 3.65 0 0 0 0 28 28 40 102 W 12E-Osw Frm wall, st 0,064 ne 1.86 1.67 0 0 0 0 0 0 0 0 t 13A•7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 G 2A-2ov 0,340 ne 9,89 22.45 0 0 0 0 0 0 0 0 11 12E-Osw Frm wall. st 0.064 se 1.86 1.67 27 27 50 45 153 106 198 177 2A-2ov 0,340 se 9.89 23,69 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.94 0 0 0 0 47 8 463 980 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ovd 0.550 se 16.00 18.88 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 sw 1.86 1.67 0 0 0 0 176 176 327 293 C 2B-2fv 0,340 sw 9,89 24,82 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 10C-v 0.340 sw 9.89 8,67 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 nw 1.86 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 Y-D 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.35 12.11 0 0 0 0 0 0 0 0 FL-D12C-Osw Frm wall, r- 0.096 2.79 1.55 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1,42 17 17 12 23 332 332 251 470 F 20P-19c 0.050 1.45 0.73 0 0 0 0 98 98 143 71 F 20P-19c 0,050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tN 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 331 Envelope loss/gain 63 62 1421 2424 12 a) Infiltration 48 15 630 200 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 110 77 2051 3454 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 110 77 2051 3454 15 Duct loads 1 23 % 31 % 26 24 23 % 31 % 476 1073 Total room load 136 101 2527 4527 Air required (cfm) 7 5 135 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglwt aft Right-SuiteR Universal 2018 18.0.13 RSU24011 2018-May-23 17:18:31Pae6AC6ReaganPointe7511ASlLol26ReaganPointe7511AS.rup Calc = MJ8 House faces. NW g DEL;AIR Right-JO Worksheet W'"M - DEL 46011wn0m Entire House DEL -AIR HEATING & AIR CPNDITIONING531CODISCOWAY, SANFORD, FIL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMeaganPointe7511 AS Date: 5/23/18 By: JA 1 Room name loft family 2 Exposed wall 22,0 It 31.0 It 3 Room height 9,0 It heat!cool 93 it heat/cool 4 5 Room dimensions Room area 1,0 x 324.5 If 324.5 W 14.5 x ITO it 246,5 ft2 Ty Construction U-value Or HTIVI Area (ftL') Load Area (ft2) Load number Btuh/fV-'F) BWhiff') or perimeter (it) Btuh) or perimeter (fl) Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W W t-G 16A-19ad 12E-0sw Frm wall. st 13A-7ocs Bilk wall, s 0.049 0.064 0.167 n ne ne t43 1,86 4,86 3,65 1.67 5.26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2A-2ov Frm wall, st 0340 0,064 ne se 9.89 1.86 22,45 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I=12E-osw 2A-2ov 2A-2ov 13A-70cs Blk wall, s 0.340 0.340 0.167 se se se 9.89 9,89 4.86 23.69 20,94 5,26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 0 35 0 0 168 0 0 182 2A-2ov 2A-2ovd 0,340 0.550 se se 9.89 16.00 23,18 18-88 0 0 0 0 0 0 0 0 0 96 0 96 0 1536 0 1813 Yet 12E-0sw Frm wall, st 2B-2fv 13A-7ocs Blk wall, s 0,064 0.340 0,167 sw sw sw 1.86 9.89 4,86 1.67 24.82 5.26 198 63 0 135 10 0 251 623 0 225 1564 0 0 0 159 0 0 151 0 0 732 0 0 792 IOC-v 2B-2fv 0.340 0.340 sw sw 9.89 9.89 8,67 27,08 0 0 0 0 0 0 0 0 0 8 0 0 0 79 0 217 12E-0sw Frm wall, st 2A-2ov 2A-2ov 0,064 0.340 0.340 nw nw nw 1.86 9.89 9,89 1.67 22,45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y13A-7ocs D 2A-2ov Blk wall, a 11DO 0,340 0.167 0,390 nw nw nw 9.89 4.86 11.35 22.45 5,26 1211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw Frm wall, r- 0.096 2,79 1,55 0 0 0 0 0 0 0 0 I-D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 076 1,42 325 325 246 460 0 0 0 0 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-190 0,050 145 0.73 74 74 108 54 0 0 0 0 F 22A-tol 0.989 28.78 0,00 0 0 0 0 247 31 892 0 6 c) AED excursion 4281 1 -346 Envelope loss/gain 1228 2731 3408 2658 12 a) Infiltration 350 ill 511 162 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 300 600 Subtotal (lines 6 to 13) 1578 3142 39191 38W Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 14 Subtotal 1578 3142 3919 3880 15 Duct loads 231% 311 366 976 101% 10% Q392 388 Total room load 1944 4118 4311 4268 Air required (cfm) 104 197 1 230 0204 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-23 17:18 31 Riq11-3uiIe0 Universal 2018 18,013 RSU24011 Page 7Ati-54, 6Rea'g'a'ilPointe7511AS Lo(26ReaganPointe7511AS rup Cale = MJ8 House faces NW tDELAIR Duct System Summary Job: LoMlleaganftinte7511... Date: 5/23/18 HVWW - AM CONOUX1111M Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax. 407-333-3853 Web WWW DEL-AIR,CQM Project Information For: David Weekley Homes 2820 Gipper Circle, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0,170 / 0.170 in H2O 0,246 in/100ft 1333 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H20 0.246 in/ 1 00ft 1333 cfm 138 ft Supply Branch Detail Table Name Design Btuh) Htg cfm} Clg cfm) Design FIR Diarn in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk bdrm 2 c 1246 51 60 0.274 6.0 Ox 0 VlFx 24,2 100.0 st3 bdrm 3 h 1405 75 72 0.263 6.0 Ox 0 VlFx 29.1 100.0 st3 bdrm 3 wic h 221 12 7 0.262 4.0 Ox 0 VlFx 30.0 100.0 st3 b1h 2 h 302 16 11 0,321 4.0 Ox 0 VlFx 20.9 85.0 st2 dining/kitchen h 4822 257 183 0273 9.0 OX0 VlFx 34.4 90.0 stl dining/kitchen-A h 4822 257 183 0.282 9.0 Ox 0 VlFx 30.8 90.0 SO family h 2156 115 102 0.265 7.0 Ox 0 VlFx 38.4 90.0 SO larnily-A h 2156 115 102 0.269 7.0 OX0 VlFx 36.5 90.0 stl loft c 4118 104 197 0.356 8,0 OX0 VlFx 10.5 85.0 st2 msh, oth h 1121 60 54 0.311 5.0 OX0 VlFx 24.4 85.0 st2 mstr rm c 4527 135 217 0.331 8,0 OX0 VlFx 17,6 85.0 st2 msir Wc h 136 7 5 0.306 4.0 OX0 VlFx 26.3 85.0 st2 Instr Wic h 493 26 21 0.324 4.0 Ox 0 VlFx 20.0 85.0 st2 pwdr h 847 45 22 0.246 4.0 OX0 VlFx 48.0 90.0 SO util C 2001 59 96 0.249 6.0 OX0 VlFx 36.5 100.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR f pm) in) in) Material Trunk SO Peak AVF 789 593 0.246 565 16.0 0 x 0 VinlFlx st3 Peak AVF 197 235 0.249 672 0 0 x 0 VinlFlx st2 st2 Peak AVF 544 740 0.249 692 14.0 0 x 0 VinlFlx fill wrightsoft, 2018-May-23 17 18 32 Right-SUiteO Universal 2018 18 0 13 RSU24011 Page 1 ACC 6ReaganPointe75111 AS Lot26Reagan Pointe751 1AS rup Calc = MJ8 House faces, NW I Return Branch Detail Table Name Grille Size (in) Htg cfm) CIg cf m) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rbl Ox 0 1333 1333 o 0 0 0 ox 0 VlFx F$i- r!qlhtsoW -SuiteO Universal 2018 18 0,13 RSU24011 2018-May-23 17:18 32 Right Page 2 6R eaganPointe75 11 AS'Lot 26ReaganPointe751 1AS.rup Calc = 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 NameLot26ReaganPointe751 1 AS Builder Name: David Weekley Homes Street: 2820 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material, requirementsBreaksorjointsintheairbarriershallbesealed. 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 jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hpbind o'o no and wiring Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated. Electricallphone 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 betweea fir?, sprinkler cover plates and walls pr ceifin a. In addition, inspection of log walls shall be in accordance with the provisions, of ICC-400, 5/ 23/2018 5:08 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) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/23/2018 5:08:34 PM EnergyGaugeO - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name Lot26ReaganPointe751 1 AS Builder Name: David Weekley Homes Street: 2820 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond, Floor Area:: 2178 sq ft. Cond. Volume: 19898 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 requirements in accordance with Sectio 4 2A. . i t SIGNATURE: t PRINTED NAME: _PCAAI C Cz 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: 40;n 0 V4 5/23/2018 5:08 PM EnergyGaugeO 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 F777 2820 Gipper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD, R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4,1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5, R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4,1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lation.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 R402.4,11, 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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1,S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/23/2018 5:08 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 R 1006 of the Florida Building Code, Residential. R402*5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.11.3 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 handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test Total leakage shall be measured with a pressure differential of 0.1 inch w.g - (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the entire system, including the manufacturer's air handier enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope, 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums, R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515, Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/23/2018 5:08 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/1 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner($) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment, Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403,5,6,2. 1, R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors. and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south. R403,6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6,2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R- 11 and the ceiling shall be insulated to a minimum of R- 19, space permitting, or R- 10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302, 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUry CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1A 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 5/23/2018 5:08 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.11 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. R403,71.2.11 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7. 1, 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1,15 times greater than the design cooling load, R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1, R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized, R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403, R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C). R403.10 Pools and permanent spa energy consumption (Mandatory), The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10,1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots, R403,10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section, Exceptions: 1. Where public health standards require 24-hour pump operation, 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers, Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required, R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights, 5/23/2018 5:08 PM EnergyGauge(a 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 (Manclatofte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting, R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/2312018 5:08 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 3' bath duct to roof cap W/fan Nutone 696RNJ,, 3.5 TON W/8KW 2240V IPH 18X13 Pt" /m — -ar Ptw— by 55 S= QVftR 10-6 HONEYWELL 2 ZONE BATH DAMPER SYSTEM r"TZ IT2 mo C172-51A 001573320U1000DA& 114 I- E)7H6320UH)WDAG 20 40va tr- 3' bath duct to roof cap w/fan 9x4 1. NTHNutone696RNB ll 2 1ABA OMERS KTREAT 11 Foil IOxb (1-d70 60 pwan, apc I f- in or4)U— Nth nr$d. R.Md-tW' bAdq Cod.- M3642A Bt-." Return Air. —p U 1-3. SAds eiust proved.I Inch d.,— t on doors to habH:nbi. 42X42 A/C BY BLDR MR 2' FROM WA! 4' dryer d-t dryer vent box SECOND FLOOR FIRST FLOOR Ln 0) E 0 0 C cu d C) Y) 0 0 0) Rating z LLJ > z 0 z 3-jco50 ::) 62. M CL __j U) r') 0 201M LEGAL DESCRIPTION: LOT 26, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKEY HOMES 0 St. 12bns River Water Management District SB = Set Backs, Elevations as shown hereon are referenced to the North as shown hereon are from the lot specific American Vertical Datum of 1988 (NAVD 88), as established site plan as provided by the client from National Geodetic Benchmark 'F 711", published elevation of 127.95 feet, This elevation note per plat) A J 011 PTL—halOnLot o Is 2820 GIPPER CIRCLE, 0 SANFORD, FL 32773 Area Calculations Total Lot Area= 3,353 sq ft (100%) Impervious Area in Square Feet Total House Foot Print = 1,296 sq ft (39%) Tote Porch and Deck/Lanai = 109 sq ft (03%) Total Driveways = 441 sq ft (13%) Total Walkways - 38 sq ft (01%) Total A/C Pads = 16 sq ft (0.5%) Total Out Buildings = 00 sq ft (00%) Total Pool Deck Surface (Not including Water Surface = 0,000 sq ft (00%) Total Total Pool Water Surface = 0,00012 0,000 sq ft (00%) BOW - Bottom ofWall TOW - Top of Wall Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 1 = Proposed Elevation UE - Utility Easement Field Date: 513/2018 Date Completed: 05/03/18 Drawn BY: G,S. File Number.IS-46890 PP Legend- C Calculated PC -Paint Of CurvatureCooNlineP9, -P1 ConcreteBlockFill . Point of Interseckar CM acrate Manometer F ' O.Q. - Point of Beginningcon. c• Concrete P.Q.L. - Point On Line 0Deiscrit)(10. Pp Power Fide DE Drainage Easement PRM Permanent Reference Ester Easement Monument FZ. 1sil A. Federal Emergency PT Point of Tarigrancy ManagementAgencyR • Radius FFL Finished Hoot Lievation Rad- Radial F nd . Found R&C Rather & Cap IF, 1. Pipe Hoc Recovered L Length (Arc) Rid Roofed M Mass. Set Set I/V Robot & N& D Nail & Disk Robot Cap 'LB 7623" N.R. Non -Radial Typ, Typical ORB Official Records Book LIE utility Easement P Plat WM • water motor P. B. Plat Book a Delta (Central Angle) a- Wood France 0- • Chain Link Fence 2820 GIPPER CIRCLE, SANFORD, FLORIDA 32773 NOTFS- S, aveyo Based upon the Legal rns,ription 5,pplied by Client Atorbrriq Properties Creeds have NOT beenResearched for Gaps, Overlap, and/or Hiatus. S. 1ble, k toany Easements and/or Restrictions of al.of. Baaorig basis shown henolo,,, Assumed and Based open the LineDenoted with a '88`. Building Ties a,, NOT to be used us rerm,sbocI Property Lon,, Fae, e Ownershipis NOT d e—ouned >Real Overhangs, Q ndefgo..d Utilities and/or Fosters have NOT be.. located UNLESS otherwise noted, Sepu, ranks and In, 0,toraield Rican— are ap mir.—I , and MUST be -r1mal by appropriate Vulay L—lon, Camp no. Useo( This Survey for Purposes other than Intended, Without Written verification, Will be at the User's SoleRisk and without Liability to the Surveyor Nothing Hereon shall be Construed to give ANY Rights or Benefitsto Anyone Other than those Certified. PoiNT S OFINTERE STPROPOSED DRIVEWAY & SIDEWALK OVERLAPS NORTH EASEMENT Docusigmed by: PafYU k (Mt#-JAJ is NOT a Boundary Survey Ll S 63'51'02" E 22.15'(P) L 2S 58*05'38" W 40.00'(P) C20 R= 80,00'(P) L= 3016'(P) A= 21'35'51"(P) Chord Bearing= IN 38*42*15" E 29.98'(P) C21 R= 80.00'(P) L= 12.02'(P) A= 08-3675"(P) Chord Bearing= N 5348'22" E 12.01'(P) I Gra hic Scale 15, 36 60, Scale: 1"=30' rtand Goa-1 Is' my UkoCtkirs on the Date Shown, aboard on Information famished to Notod andConformstothisStandardsofPracticoforLandSuryhestate of Fronds in aCoortraliCe with Chapror SJ-1 7,052 Florida trinistrative Codes, PursuanH9,§gptIori 472,Q27 Florida Statutes, r FOR a_s , , THE At FIRMPatrickK. Irelan% 40"'OPW6637 LB 7623 Y I ' This Surveyisintenduseof Said CertifiedParties. this $way NOT VALID UNLMAtrid Effitiossed with Surveyors Seal. Ireland & Assriales Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying. com Office-407. 678.3366 Fax-407.320,8165 Residential Load Demand General Method 2178 square feet X 3VA = 6534 VA Small appliance load = 3000 VA Laundry 1500 VA total 11,034 VA First 3000VA @ 100% .... 3000 VA Remaining 9 35% ................2812 VA total 5812 VA Dryer 5000 VA 4 55 Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,082 VA - 240V= 146 amps= 150 amp service Model 7511 Contractor___ David Weekley Homes Subdivision Reagan's Point CountySeminole CitySanford James Lanier EC 0002989 Office # 407-933-7771 V L o City of Sanford Building and Fire Prevention Product Approval Specifi Permit # # 1 8 - 2 5 5 5 Project Location Address 2-78>Z' CAI RPtSL-- S Form 2,U As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Ca—tegory / —Subcategory Manufacturer Product Florida Approval # Doors Description4— include decimal) 1. Exterior Swinging Plastpro Inc, 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding-- MI Windows and Doors T Sliding Glass Door FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional 1 Amarr Dwg. IRC-6009-120-15,'Thru 497H FL# 5302.3 wide. Amarr Dwg, IRC-6016-120-15, 10'Thru F L# O2 10 Roll Up 16'wide. Automatic Other 2. Windows June 2014 Single Hung I Silver Line by Anderson Extruded Vinyl Single Hung j FL# 19715 Window Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL# 14994 Window w/ Nailing Fin I Casement I Double Fixed 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 Awning Pass Through __ Projected Mullions Wind BreakerBreakerDuaItionOtherCategory / Subcategory Manufacturer Product Florida Approval # Description (including decimal) 3. Panel Walls Siding James Hardie Building HardiePlank, Cemplank fiber- FL# 13192.2 R3 Products, Inc. cement lap siding i Soffits James Hardie Building HardieSoffF 4 1H6it Panels, Cemsoffit 51R-2 Products, Inc.-- Panels; fiber -cement soffit panels Curtain Walls Wall Louver Glass block Membrane house Green E. P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 Roofing A, _Products AsphaltShingles GAF Materials Corp j Fiberglass reinforced 3-tab, 1 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 I Roofing tiles Roofing Insulation Waterproofing June 2014 j Built up roofing System j Modified Bitumen Single Ply Roof Systems j Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems I Roof Tile adhesive Spray Applied Polyurethane Roofing__ E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category l Subcategory i Manufacturer Product Florida Approval # 1 Description include decimal) 5. Shutters Accordion j Bahama Roll up Equipment I Other I 6. Skyliqhts I Skylights Other j 7. Structural j Components j Wood Connectors / I Anchors Truss Plates j MiTek 1 MT20 FL# 2197-R5 i Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railin I 1 Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 1, 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms j Plastics Deck / Roof i June 2014 Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name —Tracy Wiggers Please Print) June 2014 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Customer Accu-Span Truss Company Job Number.• 20678 JobDescription: 7511 A ELEV. OP. TRAY /7511 A ELEV, OP. TRAY -DAVID WEEKLY Address. LOT 26 REAGAN POINT City, State, Zip: Orlando, FL Name, Address and License # of Structural FOR if one exists for the building: Name: ! License #: State. Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC2017RES ( View Version: 17,02.01,1114.21 JRef#: 1Wb04080026 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 43 truss drawings and 8 details. Item Seal # ITruss Item Seal # Truss 1 137.18.0424.56345 IF01 I 2 137.18.0739.16650 iF02 - 3 137.18.0424.56173 F03 4 137.18.0424.56236 F04 5 137,18,0424.56190 F05 6 137,18,0424,56204 F06 fi 137.18.0424.56235 F07 8 1137.18.0424.56188 F08 9 137.18.0739,26957 F09 10 137.18.0424.56250 F10 11 137.18.0424.56017 F11 12 1137.18,0424,56033 IF12 13 137.18.0739,29760 ij F13 14 137.18.0424.56002 A01 15 137,18.0739.52777 Ml A 16 1137.18.0739-55157 A02 17 137.18.0740.01253 A02A 18 1137.18,0740.06890 iA03 19 137.18,0740.12683 A03A 20 1137.18,0424.56048 A04 21 137.18.0740.15153 IA04A 22 137.18.0740.24737 A05 23 137.18.0740.26240 lA05A 24 1137.18.0740.28837 11301 25 137.18.0740A0990 B02 i 26 1137.18.0424,56080 603 27 137.18.0740.46060 C01 28 137,18.0741-0,0 lCO2 29 137.18.0741,04803 D01 30 1137.1&0741.18180 D02 31 137.18,0424.56112 DO3 32 1137.18.0741.22450 FG 1 33 137.18.0741.47860 FG2 34 137.18.0741.52620 JG1 EJ7`r35137,18,0424.55987 EJ7 36 137.18,0741.56827 LATE ONAO p eRaaaa a@& This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be vanBed using the original eWctronicvarsion. Florida Certificate of Product Approval #FL1999 Printed 5/17/2018 11:47:18 AM rrr Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com vra rr rr yr nra ar v•. Customer: Accu-Span Truss Company J Job Number. 20678 Job Description: 7511 A ELEV. OP. TRAY /7511 A ELEV. OP. TRAY -DAVID WEEKLY Address: LOT 26 REAGAN POINT TCrty, State, Zip: Orlando, FL Item Seal # ITruss 37 137.18.0424.56111 1CJ 1 JCJ3T39137.18.0741.59617 41 137.18.0742,22620 CJ5T 43 137.18.0742.25583 HJ7T Item SSeal # - - r_ Truss 38 1137.18.0424-56142 iCJ3 i 40 j137,18,0424,56064 CJ5 42 1 137.18.0424-56126 HJ7 a AT E$a a > TO PqAk- This document has bean electr"r caliy signed and sealed usPng a DEg'W SiJnatwe- Printed copies withoutan oeQmai signature must be 05,17 2018 a'rfied usnq the o"VQ i eiectronic vers+on. Florida Certificate of Product Approval #FL1999 Printed 5/17/2018 11:47:18 AM Job Number: 20678 Ply 1 SEON: 142431 1 T27 I SY42 Cust RR408 JRef 1Wb04O80026 7511 A ELEV OP TRAY 17511 A ELEV OF TRAY -DAVID WEEKLY i Qty 1 !FROM RIF DrNNo 137.18042456345 Truss Label: FOI 1 KM / BAF 051171201814"14 2 4'Y4 F4 " T1 22, 10,16 1'4"2 1'4" TYP) 3X4 =—W= 3X4 3X4 A L T 10' AO _7:> AN AG W iI12X4 3X4 W = 3 X 4 = 3X4 24'1 12 — -------- ---- - — --- --- — ------ - 24'Y4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or '=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NAI PP Deflection in too L/defl U# Loc R U /Rw /Rh /RL 1W — -------- TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,000 B 999 360 AO'87 I - /289 BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 AO Min Brg Width Reg BCDL: 5,00 Category: NA - - HORZ(LL): 0,000 T Bearing AC) is a ngdl surface, Snow Duration: NAEXP: NA Des Ld: 5S_06_ Mean Height: NA it — ----- HORZ(TL): 0. 000 T NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Soffit: 2,00 BCDL: NA PSf 1 Bldg Code: FBC 2017 RES Max TC CSI: 0.089 Load Duration: 1. 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.021 Spacing: 19.1 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0,026 Loc. from endwall: NA FT/RT:0(0)/O(0) 1: NA GCpi: NA Plate Typo(s): Wind Duration: NA WAVE VIEW Ver: 17,02,01 A. 1114.20 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP # 3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except asnoted. 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 dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. M 1 ATE c' 10 278 0 NAk, 05 17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,h dl h , installing and bracing. Refer to and follow the latest edition of BCS1 (Building Componentfety Information, b, TPI anS'B'CnA)nMshippingpriorto performing these functions. Installers shall provide temporary er SM. Unless noted o herwise.top chord shall have properly attached structural sheathing and boffir bracin 3 C horclshallhavvaattach0jid ceilin?, Locations shownforpermanentlateralrestraintofwebsshallhavebracininstalledperCIsections@3,. P.T91 oy as applicable. Apply plater to each face of truss and position as shown above and on the JoinoDetails, unless noted otherwise Refer to drawings 16OA-Z forstandardplatepositions. Alpine, a division of ITW Buildin I A omponents Group Inc. shall not be responsible for any deviation from this drawinwagy failure to build the I truss in conformancewithANSI11, or for handling, shipping, installation and bracing q( trussesA gal on this dr wing or over paja Ihy listing this Prawin, indicatesacceptanceofproession ?ngineeniriresponsibility solely I V desjgn shown. he sui b and use o this drawing for any structure is the responsibility of the Building Designer per ANSIPI I Sac.2. lngr=F." t I R Cw- 6750 ForumDriveSuite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV- OP_ TRAY /7511 A ELEV- OF TRAY -DAVID WEEKLY Truss Label: F02 Ply 1 SEQN 142432 / T30 SY42 Cust R408 JRef lWb04O80026 Qty: 9 FROM: RF DrwNo 137 18.0739 16650 KM / OF 0511712018 9"8F' I 31 f 2'6"12 2,6"12 .....____ 2'6"12 f - 2'6"12 ._ ^I f- 2'6"12 - 2'6"12 --{- 2'6"12 1 W -3X4 3X10 3X6 3X4 3X6 3X10 A B C D E F G H I J K L S R 614X63X0[6) W- 0312 3 3X4 3X10171 r=3X8 Loading Criteria (psf) i Wind Criteria TCLL: 40,00 Wind Std: NA i 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 i MWFRS Parallel Dist: NA Spacing: 19.1 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 02 SP #1 Dense Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 61 W3X10 4,50 L 1.25 [171 W3X10 4,50 R 1,25 Deflection Max JT VERT DEFL: LL: 0.56" DL: 0,47". See detail DEFLCAMB1014for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with 24'212 rk,-10 Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAB PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0567 G 502 360 T 1051 (- / - 1- 7.3 Lu: NA Cs: NA VERT(TL): 0.993 G 365 240 N 1052 / - 5.5 Snow Duration: NA I HORZ(LL): 0.076 N - T Min Brg Width Reg = 1.5 HORZ(TL): 0.105 N 1 N Min Brg Width Reg = 1,5 Code / Misc Criteria Creep Factor: 2,0 Bearings T & N are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.815 Bearing T requires a seat plate. TPI Std: 2014 Max BC CSI: 0,858 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.798RepFactors Maximum Top Chord Forces Per Ply (Ibs) 0) FT/Chords Tens.Comp. Chords Tens. Camp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A_l114.21 B -C 0 -3464 G - H 0 -5052 C - D 0 - 3464 H - 1 0 - 5039 D- E 0- 5033 I- J 0- 3463 E- F 0- 5033 J- K 0- 3463 F - G 0 - 5033 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, T- S 1948 0 Q- P 5052 0 S- R 4460 0 P- O 4460 0 R- Q 4460 0 O- N 1947 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Camp, T-6 0 -2164 P - 1 860 0 t dig7r B- S 1677 0 1-0 0 -1102 o S -D 0 -1101 O-K D- Q 634 0 K- N 1677 0 0- 2163v Q - G 373 - 443 single layer of the appropriate span rated glue -nailed 70, Ipst)040 wood sheathing. fr f Webs are square cut except dbl diagonals or as otherwise shown. sTrussmustbeinstalledasshownwithtopchordup. 0 278 zz°zra7F 0NA r&ittfP @4t44#}A 05,17'2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, byY TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temperarrYYbracingperBGSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 4hord shall have a progenyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or u10, as applicablee., Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise, kefer todrawings160A-Z for standard plate positions. Alpine, a division of ITW buildingg CCompon nts Group Inc. shall not be responsible for any deviation from this drawingq an failure to build thetrussinconformancewithANSIl1, or or handlinct shipping, installation and bracing of tmsesA eal on this dir wing or over pa elistingthisdrawinggindicatesacceptanceofpro-tessionaJ en to %ringg responsibility sole) ?,or the des'gn shewn. he suitebifiandseofthisdrawingforanystructureistheresponsibilityofethetuildingDesignerperyANSIRPI1Seo.2. ry For more information see this lob's general notes page and these web sites: ALPINE www.alpmeaw,wai, 'TPI_ www. ipinstoa. SBCA. w sbc+ndustry-wm: ICC. www.imsaf ALPINEII 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply 1 iSEQN 142433 t T33 / SY42 Cult RR408 JRef: lWb04O80026 7511 A ELEV- OP- TRAY 17511 A ELEV OP TRAY -DAVID WEEKLY Cry 1 !FROM RF DrwNo 13718042456173 Truss Label: F03 - KM f BAF 45/77/2078I _. _.-. ..--------____ 2'10"8 4'3"6 14'9"6 16'2"12 24'2"12 2- 10,;8 1'4': 14 10'6" t 5 6-i8' 2' 6"72 -^^— 2'6"12 --;- 2'6"12 ---''---- 2'6"72 - -t ;.. -_.. 2,6.,12 ----?- -- 2'6"12 W= 3X4 3X4 == 3X4-3X8j101 =3X4 =3X4 =3X8 A B C D E F G H I J K L m 10, 4u F — V U T S R Q P O 3X4= 3X8[91 --W=3X4 3X8[131 =3X8 -3X8 6' 1 1 "t 0 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 I EXP: NA DesLd: 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 Lac. from endwail: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 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 91 W3X8 2.25 L 1,25 [101 W3X8 4.25 L 1,25 131 W3X8 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. 17' 3"2 24' 2"12 Snow Criteria (Pg,Pf to PSF) I Defl/CSI Criteria Maximum Reactions (ibs) Fig: NA Ct NA CAT: NAI PP Deflection in loc L/defl L!# Loc R U ! Rw ! Rh / RL ! W R — - -- --- --- Pf: NA Ce: NA I VERT(LL): 0.214 P 951 360 ! W 335 / 46 / 7.3 Lu: NA Cs: NA VERT(TL): 0,396 P 690 240 IiI T 1524 ! - / 7.3 Snow Duration: NA HORZ(LL): 0.031 N - - N 901 l - / 5.5 HORZ( TL): 0.044 IN W Min Bog Width Req = 1.5 Code t Mise Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES I Max TC CSI: 0.766 N Min Brig Width Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.744 Beanngs W. T, & N are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,661 Bearings W T require a seat plate. FT/ RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): --- ._------ Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 17.0201A.1114.20 i Chords Tens.Comp. Chords Tens. Camp. B - C 276 - 382 G - H 0 - 2324 C- D 950 0 H- 1 0- 2929 D- E 950 0 1- J 0- 2599 E- F 0- 2324 J- K 0- 2599 F - G 0 - 2324 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. W- V 383 - 271 R- Q 2926 0 V- U 382 - 276 Q- P 2929 0 U- T 380 - 282 P- O 2930 0 T- S 1117 0 O-N 1577 0 S - R 1117 0 t441# 0,111#F Maximum Web Forces Per Ply (Ibs) t t Id Webs Tens.Comp, Webs Tens. Comp. W B 301 -426 R- H 0 -865 C T 0 - 974 1-0 75 - 602 T- E 0 -1985 O-K 1130 0 j E-R 1389 0 K-N 0 -1752 Deflection estimate assumes composite action with 0` single layer of the appropriate span rated glue -nailed a s s wood sheathing. ; Webs are square cut except dbldiagonals or as m 1TAE otherwiseShown. * rT s Trussmustbeinstalledasshownwithtopchordup. A+ ** 278 tint tot%, 0- 5 17 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 fabncatinq, handlingA, shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracinper38SI. Unless noted otherwise,top chord shall have properY attached structural sheathing and bottom hord shall have a pro pelryattachudrigidceilingLocationsshownForpermanentlateralrestraintofwebsshallhavetrracin9installedperBCisections63, 67 or 810, asapplicatr-le. Appry pplaces to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings16OA-Z For standard plate positions. Alpine, a division of ITW Buildintt,l Compon4nts Group Inc. shall riot be responsible for any deviation from this drawin .an failure to build the trussinconformancewithANSITPI1, or for handlincL shipping, installation and bracing of.trussesA seal on this dr wiXg or cover page , listin this drawing indicates acceptance of pro) ssiona, een sneering responsibility sole) for th des n hoMFn. The suitabritty anduseofthisdrawingforanystructureistheresponsibility, of the Building Designer peryANSItT 11 S C. . For; nore information see this job`s general notes page and these web sites- ALPINE- www-al ineitw-corn: TPI wwwIpiristorq,SBCA: www_sbcindust .corn; ICC: vrww. iccsaf ALPINE NE6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 1 Ply 1 SEQN 142434 T39 SY42 11 Cust. R R408 JRef 1 Wb04O80026 7511 A ELEV OP TRAY f7511 A ELEV OP TRAY -DAVID WEEKLY Oty 4 IFROM RF DrwNo 137 18,0424 56236 Truss Label: F - 04 _ -- --- ---- — -- ------------- - KM t_BAF 05/1712018 2'10"84' 3" 14'9" 15'9"4 23'9"4 2'10"8 1' 4"8 106" 3" 2'6" 12 - 2'6" 12 2'6"12 2'612 2'6"12 2'6"12 A A_ Ilk 3 X4 3X4 = 3X4 3Xj 10 °=21X4 --3X4 =<3X8i112X4 6 C D F G H I i K L 57 101 6'11 " 4 Loading Criteria (psf) I Wind Criteria TCLL: 40,00 m 1 Wind Sid: NA TCDL: 10.00 j Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NA Des Ld: 55.00MeanHeight: NA ft NCBCLL: 10D0 iTCDL: 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 I L Lumber Top chord4x2 SP 42 Dense But chord 4x2 SP # 2 Dense Webs 4x2 SP #3 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 t 91 W3X8 2. 25 L 1.25 [101 W3X8 4.25 L 125 131 W3X8 3.00 R 1.25 (231 W4X6 2.75 R 1,25 Hangers / Ties J) Hanger Support Required, by others Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. D A 11 ; . I, 16,1011 23'9" 4 Snow Criteria (P9,Pf in PSF) DefI/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA, PP Deflection in loc Lldefl L/# Loc R / U /Rw 1Rh /RIL 1W Pf: NA Ce: NA VERT(LL): 0.199 0 999 360 V 332 /49 1 - 7.3 Lu: NA Cs: NA VERT(TL): 0.368 0 725 240 S 1503 8.0 Snow Duration: NA HORZ( LL): 0.031 M - M 888 HORZ(TL): 0.044 M V Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 S Min Brg Width Req = 1,5 Bldg Code: FBC 2017 RES Max TC CSI: 01764 M Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: O.879 Bearings V S are a rigid surface, Rep Factors Used: Yes Max Web CSI: 0.640 i Bearings V S require a seat plate, FT/RT:0(0)/ 0(0) Members not listed have forces less than 3759 Plate Type(s): — — ---------- — Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17, 02,01A. 1114.20 Chords Tens.Comp, Chords Tens. Comp. B - C 280 -377 G-H 0 -2227 C-D 961 0 H - 1 0- 273 D-E 961 0 1- 1 0 -2493 E - F 0 -2227 J - K 0 -2493 F-G 0 -2227 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. Comp. V- U 378 -276 Q - P 2771 0 U-T 377 -280 P-0 2773 0 S- R 1064 0 O-N 2774 0 R-Q 1064 0 N-M 1523 0 FQ Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp, Webs Tens. Comp. S ppA O V - B 306 -420 O-H 0 -789 L+ I V\ C- S 0 -976 1 - N S- E 0 1935 N - K 120 -539 1072 0 4 E- Q 1343 0 K-M 0 -1695 e ec on es ma e assumes compose e ac ton w single layer of the appropriate span rated glue -nailed 0 70040 wood sheathing. Webs are square cut except dbI diagonals or as 7 otherwise shown, 5 ATE C* Truss must be installedasshownwithtopchordup. t±O 278 11114, 05 17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling h installing and bracing. Refer to and follow the latest edition of BCSI (Building n Component S fetyInformation, b TPI an SBCM)Wrlsailk n iactices prior to performing these functions. Installers shall provide temporary bracinge'r 381,, Unlessnotedoherwise,top chord shall have properly attached structural sheathingand bottom hard shall have a properly attachT n9d ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBC91sections63, B7 or 910, as applicable. A '' to each face oiruss and position as shown above and on the Join Details, unless noted otherwise, efer to 70p yplates drawings 160Azrnclardplatepositions. Alpine, a division of ITW Buildin AComponpnts Group Inc, shallnot be responsible for any deviation from this drawintan u failure to buildthe truss in conformance withANSIPI1 . or or handlinj shippiny, installation and bracing of trussesA teal on this drawing g or cover paglisten g this rawing, indicatesacceftance of )essionA n i respons bill sole) y ort design shown. he sui bility e I 17tehreinguilding Designer pec.2. and use o? thisrawingoranystructureisCoresponsibielt?i o 4 $ Formore informatlon see this oti s eneral Holes a e and these web sites- ALPINE: ...wovwaipne,(wcom.TPI w tp,nst,)Q,SBCA —sbondustlywol,1CC -msaf ALPIN 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply 1 SEON 142435 1 T37 t SY42 1 Cust RR408 JRef 1Wb04080026 7511 A ELEV- OP TRAY /7511 A ELEV OP TRAY -DAVID WEEKLY Qty: 2 FROM: RF DnvNo 137.18.0424-56190 Truss Label: F05 I KM / BAF 0511712018 2'10_8 4'3" 2'10"8- 1A I 14'9" 10'6" 2'6'12 -'t' - 2'6"12--+--_- 2'6"12 _......a..-_.-- 2'6"12 - - 16712 24'2"12 1'5"12 8' 2'6"12 __.4- 2'612 --- j W=3X4 3X4 -3X4-3X8j10] =3X4 =3X4 =.3X8 A B C D E F G H I J K L r 10, k ----------- 6' 1 1 "4 ----------------~ ._.---------------------------------- 17'3"8 247' 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria I Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U 1 Rw / Rh / RL 1 W TCDL: 10.00 Speed: NA mph 1 Pf: NA Ce: NA ! VERT(LL): 0.216 P 946 360 i W 332 150 7 3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA i VERT(TL): 0.399 P 686 240 T 1528 1- / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.031 N - - N 901 / - / 5.5 EXP: NA HORZ TL : 0.044 N W Min Br Width Re 1.5DesLd: 55,00 Mean Height: NA ft { ) g q 9 Code l Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.5NCBCLL: 10.00 PTCDL: NA psf N Min Brg Width Req = 1.5Soffit: 2,00 BCDL; NA sf Bldg Code: FBC 2017 RES Max TC CSI: 0,768 p TPI Std: 2014 Max BC CSi: 0.751 Bearings W, T, & N are a rigid surface_ Load Duration: L00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.664 Bearings W & T require a seat plate. Loc. from endwall: NA FT/RT:0(0)l0(0) IMembers not listed have forces less than 375# 1: 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. Camp._ L._-____-.___—-_____.---_I.....Y__..__._..__--...___..__._.______ __-----__.._J _,._._-_..__.—_.____- Lumber B - C 284 -376 G - H 0 -2318 Top chord 4x2 SP 92 Dense C - D 962 0 H - 1 0 - 2931 But chord 4x2 SP #2 Dense :82 4x2 SP #1 Dense: D - E 962 0 l - J 0 - 2602 Webs 4x2 SP #3 E - F 0 -2318 J - K 0 -2602 Plating Notes F - G 0 -2318 All plates are 1 X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table C_h_ords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord W - V 377 - 279 R - Q 2928 0 No Size Shift Bite No Size Shift Bite V - U 376 - 284 Q - P 2931 0 91 W3X8 2,25 L 1,25 [10] W3X8 4.25 L 1.25 T - S 1105 0 P - O 2932 0 131 W3X8 2,75 R 1,25 S- R 1105 0 O- N 1578 0 Deflection Max JT VERT DEFL: LL: 0.22" DL: 0.22". See detail t rarTr Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W -B 310 -420 R-H 0 -872g+ „**" "*« 2x6 continuous strongback. See detail a «a"s C - T 0 -978 1-0 72 -602 STRBRIBR1014 for bracing and bridging a T - E 0 -1991 O - K 1132 0 E-R 1394 0 K-N 0 -1754 recommendations.( 348 a Deflection estimate assumes composite action with a single layer of the appropriate span rated glue -nailed /f wood sheathing. f a Webs are square Cut except dbl diagonals or as otherwise shown. e Truss must be installed as shown with top chord up_ 4*e*eye 0 278 xzapgr/0NM, A"I 4@tt14t 05(17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shippin installing, and bracin Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation. byY TPI anc7 SBCA) f r safety Or'actices prior to performing these functions, installers shall provide temporary _ bracin per B SI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hard shall have a propertyattachdrigidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqmsTalledperBCIsectionsB3, B7 or t310, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless Hated otherwise, Refer todrawings16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawinanZ failure to build thetrussinconformancewithANSIlIPI1, or for handling, shipping, installation and bracing of trussesA gal on this dr wi g or cover page , , 6750 Forum Dr veIistingthisdrawinggindicatesacceptanceofproessionaentnggrin , responsibilittyv solely oI the desi n hown. The sui ability Suite 305anduseofthisdrawingforanystructureistheresponsibilit?of the Building Designer per ANSIffePi 1 Seca. For more information see thisjob's eneral notes picle and the web sites- ALPINE www.al ineilw.com: TPI: www.t instor . SBCA: ,awwsbclndust -coin: ICC: www.iccsafe-on Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP. TRAY /7511 A ELEV. OP. TRAY -DAVID WEEKLY Truss Label: F06 Ply: 1 I SEQN: 142436 / T29 ( SY42 Cost: RR408 JRef: 1Wb04080026 Qty 1 FROM: RF ! DrwNo: 137.18,0424-56204 KM / BAF 05/17/2018 24'2"12 22'10"2 3X4 = W =3X4 - 3X4 A L T Loading Criteria (psf) TCLL: 40,00 TCDL: 10.00 SCLL: 0.00 BCDL: 5.00 Des Ld 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP 02 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any tongitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 forbracing 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. 24' i "4 247' 12 Snow Criteria (Pg,Pf in PSF) I Def /CSI Criteria Maximum Reactions (ibs), or *=PLF Fig: NA CL NA CAT: NAI PP Deflection in loc L/defi L/# I Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.000 B 999 360 AO"109 /- I- f - f 289 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 AO Min Brg Width Roo = - Snow Duration: NA HORZ(LL): 0.000 T - T Bearing AO is a rigid surface. HORZ(TL): 0.000 T Code f Misc Criteria i Creep Factor 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES i Max TC CSC 0.110 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0,032 FT/RT:0(0)/0(0) Plate Type(s): __ WAVE VIEW Ver: 17.02.01A.1114.20 Is ATE a q gj pq gq gq jgy4. w . A d^ IAA. , 05 17 '2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shi pin , installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation. byY TPI anti SBCA) & safety ractices pnor to performing these functions. Installers shall provide temperarybracinperBGSLUnlessnotedotherwise.top chord shall have properly attached structural sheathing and bottom hord shall hav@ a propertyattachedrigidceiiin9LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, k17 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer todrawings160A-Z for standard plate positions. Alpine, a division of !TW Buildin Compon nts Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build thetrusstoconformancewithANSIl PI 1, or or handling, shipping, installation and bracing of trussesA gal on this drawing or cover pa e , listing this drawing indicates accertance of professrona an ine in re ponsibility solely fort design shown. The sui bdttyanduseofthisdrawingforanystructureistheresponsibilit?of the Building Designer per ANSI PI 1 S$c.2. I.............. — ,.".... e.,,,,«,,..,-1140a -'..".",......,... 10, ALPINE u+rrw wunwr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply 1 SEQN 142437 1 T23 I SY42 Cost: RR408 JRef: 1Wb04080026 7511 A ELEV OP TRAY /7511 A ELEV OP TRAY DAVID WEEKLY Dry I FROM RF I DrwNo 137 18 0424 56235 Truss Label: F07 KM / BAF 051'17/2018 54"13 7'3"4- 2(Y3"4 78211O ___ 2Y 1 0'8 5' 1'10" 12 13, 17'4' 81 ------- 2'6" 12 2'6"12 2'6"12 2'6"12 2.6-12 2'6"12 2'6" 12 2'6" 12 W=3X,t 3X6 4X6 3XIO 3X4 --- 3X4 3X8 A B C D E F H I i K L M N 4 Y x W 3X4 3X6 12'5"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00EXP.NAMeanHeight: NA ftNCBCLL: 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 42 SP #2 Dense Bot chord 4x2 SP #2 Dense :132 4x2 SP #1 Dense: Webs 4x2 SP #3 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 111 W3X10 4.00 L 1.25 [161 W3X8 2,75 R 1.25 Deflection Max JT VERT DEFL: LL * 0.22" DL * 0.24". See detail DEFLCAMB 10 14 for camber recommendations. U T S R 0 P W=3X4 - 3X8(161 = 3X8 17*5" 29'10"8 Snow Criteria (F`g,Pf,o PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAI PP Deflection in loc; L/deff L/# LocRl U /Rw I ' Rh -_ IRL W Pf: NA Ce: NA VERT(LL): 0.220 R 935 360 Y 622 1 73 Lu: NA Cs: NA VERT(TL): 0,424 R 673 240 V 1843 1 - 8.5 Snow Duration: NA HORZ(LL): 0,034 P P 894 1 - i - 17.3 HORZ( TL): 0.050 P Y Min Brig Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.851 P Min Brg Width Reg = 1.5 TPI Std: 2014 Max BC CSI: 0.813 Bearings Y, V, & P are a rigid surface, Rep Factors Used: Yes Max Web CSI: 0.709 Bearings Y & P require a seat plate, FT/ RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.0201A.1114.20 Chords Tens.Comp. Chords Tens. Comp, B- C 56 -1363 H - 1 0 -2214 C- D 60 -1371 1 - 1 0 -2214 D- E 68 - 1 X7 J - K 0 -2883 E - F 1470 0 K - L 0 -2579 F- G 1470 0 L- M 0 -2579 G- H 1470 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Cornp.__ Y_ X 1007 0 T-S 2880 0 X_ W 1371 -60 S - R 2883 0 W_ V 656 -541 R-Q 2885 0 V' U 956 - 81 Q_P 1566 0 U T 956 -81 Additional Notes \,,P. Maximum Web Forces Per Ply (Ibs} 40S2x6 continuous strongback. See detail Webs ... Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging Y-B 0 -1120 H-T 1488 0 recommendations. B_X 3% - 1 47T - J 0 -1002 Deflection estimate assumes composite action with W-E 1010 0 K-Q 163 -578 single layer of the appropriate span rated glue -nailed 648 E-V 0 -1486 Q - M 1120 0 wood sheathing. V-H 0 -2064 M-P 0 -1740 Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. ff 2 7 OSi 17,2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqtgre extreme care In fa eating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponenteletyInformation, lri,'Yol an, SBCA) r safety practices prior to performing these functions. Installers shall provide tempera bracinperBSI, Unless noted o herwise.top chord shall have properly attached structural sheathingand bottom V Ioordshallhaveapropertyrigiriceiliny. Locations shown for ermanent lateral restraint it webs shall have bracing insta lledlleclperBCIsections B3 87 or 10 J Applyasapplicable. py plates to each face ortruss and position as shown above and on the JoinpDetails, unless noted otherwise. keferto' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin failure to build the truss Inc, A omponents Group Inc. shall not be responsible for any deviation from this drpwing,an Tnformance withANSI11, or for handling, shippiny, installation and bracing of trussesA seal on this drawt g or cover pa 0 listing thePrawing, indicates acceptance of )essionq engineering responsibilitysolely for the despri shown. The suAbility 0 anduseothisrawingforanystructureis9. responsibility of the Building Desiger per ANSI/TPI I .. 2. For more infon"rialton see this pins goneral notes page and those web sites. ALPINE ww alpnieitwrofn TPI w pin$torq.SBCA wwwsthundus try coin. [CC wwwiccsab NAE Atp- 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply I SEQN: 142438 1 T34 SY42 11 Cust: RR408 JRe( lWb04O80026 7511 A ELEV OP TRAY 17511 A ELEV OP TRAY -DAVID WEEKLY Oty 1 FROM RF I DrwNo 137 18 0424 56188 Truss Label: F08 KM I BAF 05/1712018 20'3"4 12j 29'10"8 20'3'4 117W 2'6" 12 27" 76"12 - 2'6" 12 2'6"12 2'6"12 2r12 2'6" 12 2'6" 12 W= 3X4 3X4 = 3X8 ,,tXlo 3X6 =3X4 3X8 A B C D E F G H I i K L M N x! W 33X4X8Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Sid: NA TCDL: 10,00 Speed: NA mph BCLL: 0,00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA DesLd: Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 SCOL: NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA Spacing: 24,0 C&C Dist a: NA ft i Loc. from endwall: NA 1: NA GCpi: NA Wind Duration; NA Lumber Top chord 4x2 SP #1 Dense T2 4x2 SP #2 Dense: Sot chord 4x2 SP #2 Dense :82 4x2 SP #1 Dense: Webs 4x2 SP #3 Plating Notes All plates are I X3except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 91 W4X10 4.00 L 1.25 [141 W3X10 3.25 R 1,25 Deflection Max JT VERT DEFL: LL: 0.25" DL: 0,33". See detail DEFLCAMB 1014 for camber recommendations, Additional Notes 2x6 continuous strongback. See detail STRBRI BR 10 14 for bracing and bridging recommendations. Maximum panel length exceeds 30". TPI allows non - bearing partition walls to be supported at any V U T S R Q 4X10[ 91 3X10(141 3X4 =3X8= 3X6 W= 3x4 1951, 29' l 0"8 Snow Criteria (P9,Pfm PSF) Deft/CSI Criteria A, Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R U 1Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.254 R 905 360 X 464 120 /73 Lu: NA Cs: NA VERT(TL): 0.483 R 648 240 V 2081 18,5 Snow Duration: NA HORZ(LL): 0.025 P - - j P 920 /7,3 HORZ( TL) ' 0,034 P 1 X Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Req = 1.5 Bldg Code: FSC 2C RES Max TC CSI: 0,770 P Min Brg Width Reg = 1,5 TPI Sid: 2014 Max BC CSC 0749 Bearings X, V, & P are a rigid surface, Rep Factors Used: Yes Max Web CSI: 0,896 Bearings X & P require a seat plate. FT/ RT:0(0)/O(0) Plate Type(s) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) WAVE VIEW Ver- 17,02.01A.1114.20 Chords Tens.Comp. Chords Tens. CQUIP. B - C 804 -773 H - 1 0 -1608 C- D 804 -773 1 - 1 0 -3057 D- E 2464 0 J - K 0 -3067 E - F 2464 0 K- L 0 -2685 F- G 0 -1608 L-M 0 -2685 G- H 0 -1608 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens,Comp. Chords Tens. Gump. X_ W 679 -339 S - R 3067 0 W- V 223 -1506 R-0 3068 0 T- S 2633 0 Q_P 1620 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp, Webs Tens. Comp. 001102i - - ---------- 00 \,Ns X,B 376 -755 T - 1 0 -1167 B_ W 104 -515 I-S 726 0 W- D 1064 0 K- Q 38 -649 41 D-V 0 -1625 Q-M 1177 0 V- F 0 -2438 M-P 0 -1800 0 F - T 1881 0 point when panels are 30" or less.gi Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. E Webs are square cut except dbldiagonals or as otherwise shown, OR\V Trussmustbeinstalledasshownwithtopchordup. NAk, 4027805 1 7i2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h di shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building andaning, s gping CComponentSeletyInformation, lb TPI SBCA) r safety practices prior to performing these functions. Installers shall provide tepora bracingperBSI., Unless noted o herwise.top chord shall have properly attached structural sheathing and bottom Nord shall havt7a properly 1orToyattachnaiciceiliny. Locations shown forpermanent lateral restraint f webs shall have bracin BC I sections B3, ru, y ssinstalled per as applicable. Apply plates to each face o 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 le for any deviation from this drawin.Un, failureto build the tress inconformancewithANSIPI1, or for handlinj shippiny, instpilation and bracing of trussesA ealonthisdr I gor ANSI GroupInc. shall not be responsible listing this prawin, indicates acceftance of pro) essiona enginegiing responsibility sole) y Aor the des 'In 1hoWn. Th'."slid'bility anduseothisdrawingoranystructureistheresponsibilityoftheBuildingDesigrierperANSIrTPIIc . For mo, e.nfo"atloll see this job's general ,otes pace and these wet) sees ALPINE w alp or, co,,. TPI w tj),W 01q. SBCA w sba.dust com, ICC w ,cosafi ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 ! Ply: 1 7511 A ELEV- OP. TRAY /7511 A ELEV- OP. TRAY -DAVID WEEKLY Qty: 7 Truss Label: F09 16'4"4 16'4"4 8-i t- 2'6"12 - ^ 2'6"12 2'6"12 --- 2'6"12 — *' 2'6"12 2'6"12 3X4 =3X4 4X10 = W=3X4 =-3X6 A B C D E F G H SEQN 142439 1 T21 SY42 1 Cust: R408 JRef: lWb04O80026 FROM RF I DrwNo: 137.18.0739.26957 KM / OF 05/1712018 1 25'8"12 8,--- 2'6"12 2' 6"12 - JI 3X4 = 3X 10 I J K L M W =3X4 =4X10 T= 3X10[ 121 -3XQ4 = 3X8[ 201 W =3X4 5' 9"8 Loading Criteria (psf) I Wind Criteria TCLL: 40.00 I Wind Std: NA TCDL: 10,00 Speed: NA mph BCLL 0 00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 65-00 I EXP: NA Mean Height: NA it NCBCLL: 10. 00 TCRL: NA psf Soffit: 2.00 { BCDL_ NA psfLoadDuration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loa from endwall: NA I: NA GCpi: NA Wind Duration: NA L Lumber Top chord 42 SP 41 Dense : T2 4x2 SP #2 Dense: Bet chord 42 SP #2 Dense : 62 4x2 SP #1 Dense: Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site 1121 W3X10 4.75 L 1. 25 [201 W3X8 3,75 R 125 231 W 3X6 1.25 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. 19'l1"4 10' Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in loc L/deft L(# Loc R U / Rw / Rh / RL W PE NA Ce: NA VERT(LL): 0.352 I 663 360 1 U 1819 t - 1- 6.A Lu: NA Cs: NA VERT(TL): 0.691 1 447 240 O 1056 (- 1- l 7.3 Snow Duration: NA HORZ(LL): 0, 049 E - U Min Erg Width Reg = 1-5 HORZ(TL): 0.073 E O Min Brg Width Reg = 1.5 Cade I Misc Criteria (Creep Factor: Bearin 2.0 U S O areas rigid surface. f 9 9Bldg Code: FBC2017RESMax TC CSI: 0.980 I Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.812 Rep Factors Used: Yes Max Web CSI: 0.836 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply ( ibs) FT/RT:0(0)/0(0) 1 Chords Tens.Como. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A. 1114.21 A - B 391 0 G - H 239 -3066 B - C 401 0 H - 1 0 - 4026 C- D 1541 0 1- J 0- 4031 D- E 1541 0 J- K 0- 3229 E - F 239 - 3066 K - L 0 - 3229 F - G 239 - 3066 Maximum Bet Chord Forces Per Ply ( Ibs) Chords Tens.Comp, Chords Tens, Camp, V- U 0- 401 R- O 4031 0 U- T 1625 - 840 Q- P 4027 0 T- S 1625 - 840 P- O 1898 0 S - R 3869 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ Webs Tens. Comp t r7r, 41, A- V 0 -430 H- R C- U 0 -1282 J- P 814 21 71 - 883 Of 4 U - E 0 - 2367 P - L E - S 1755 0 L - O 1471 0 0 - 2109 e( S - H 0 - 1060 Truss must be installed as shown with top chord up. is .SAT R\ *a 0 278 x` rQk r4taa srttasttttatata t'` 0- 17(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, sh,ppin installing and bracing. Refer to Ind fellow the latest edition of BCSI (Building Component gg fety Information, byv TPIandSBCA) fbr safety jLctices prior to performing theseunctions. Installers shall provide temporannrr bracin er ReSI., Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom phord shall have a properly attach d rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicab-le. Apply plates to eachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinccl1Compan nts Group Inc. shall not be responsible for any deviation from this drawing anV failure to build the truss in cpnf rmance with ANSIft PI 1, or for handling shipping, installation and bracing of,trussesA teal on this drhwitig or cover page , listing this rowing indicates acceptance of pro"fessionatengineedresponsibilitysolelyorthedesignshown. ThesuiCabrifty and use o this drawing for any structureisaresponsibilityoftheuildingDesignerperANSItTPI1S'ec.2. For more infgnnation see this job's general notes page and these websitesALPINE. ww,,. agiinetlw win: TPI. www. tpinst_om; SBCA: www.sbondusyycram: ICC. www.iccsaf, P ALPINE w rrw.4ui.Flµr 6750 Forum DriveSuite 305Orlando FL, 32821 Job Number: 20678 7511 A ELEV OP- TRAY 17511 A ELEV OP- TRAY -DAVID WEEKLY Truss Label: F10 1'2"8 1'2"8 11 12+— "+ 1'4" TYP ) Ply 1 1 SEON 142440 i T35 / SY42 ; Gust: RR408 JRef: lWb04O80026 City: 1 1 FROM: RF DrwNo: 137-18-0424.56250 KM / BAF 05/17/2018 10'6"8 g,4„ 3X4 = 3X4 A i S Lf T / re` / ;K R L 3X4 =3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0,00 Enclosure: NA BCDL: 5-00 I Category: NA EXP: NADesLd: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2,00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwalL NA I: NA GCpi: NA 11 Wind Duration: NA Lumber Top chord 4x2 SP 42 Dense Sot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes 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 dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 10'5" 10'6"8 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct. NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT; RT:0(0)/0(0 ) Plate Type(s): WAVE DeFl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0,000 B 999 240 HORZ(LL):0.000 1 - - HORZ(TL): 0,000 1 Creep Factor: 2-0 Max TC CSI: 0,090 Max BC CSI: 0.021 Max Web CSI: 0,032 VIEW Ver. 17.02.01A.1114,20 R d j f} ${ (q e 0 278 7A op WARNING"" READ AND FOLLOW ALL NOTES IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRA require extreme care in fabricating, handling shipping, installing an( nent S fety Information, bVV TPI ana SBCA) handling, safety practices prior 1per38SI., Unless noted otherwise,top chord shall have properly atta, d rigid ceii n9 Locations shown for ermanent lateral restraint of weticable. Apply plates to each face ofptruss and position as shown ab( is 160A-Z for standard plate positions. a division of ITW BuildinaComponrnts Group Inc. shall not be respo cpnformance with ANSI/l PI 1, or or handling, shippin, installation this drawing4t indicates ec p anca of professions en tall n ie of this c4Pawing for any structure is the responsibility of the t 05 17 2018 Maximum Reactions (lbs), or'=PLF Loc R U / Rw / Rh / RL / W S" 110 1- 1- 1- 1123 S Min Brg Width Req = Bearing S is a rigid surface. Members not listed have forces less than 375# 1N THIS DRAWING! TORS INCLUDING THE INSTALLERS xacing. Refer to and follow the latest edition of SCSI (Buildingperformingthesefunctions. installers shall provide temporaryedstructuralsheathingandbottclmNordshallhaveaprogeny shall have bracinq installed per C i sections B3, 67 or 10, e and on the Join Details, unless noted otherwise, Refer to fible for any deviation from this drawing any failure to build the „ Hm uYidbracingqof,truss sA seal on this drawing or cover pa e , , 6750 Forum Driveresporebill% so ely for the des'ggn shown. The suitability Suite 305lldingesigerperANSUTPI1Sac.2. eaw.com TPI rw.t inst-or SBCA: m sbandustr .tarn CC - w ,cesafe.orc Orlando FL, 32821 Job Number: 20678 7511 A ELEV OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: Fl 1 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0,00 BCDL: 5.00 Des Ld: 55_06_ NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Ply. I SEQN 142441 / T32 t SY42 I Cust: RR408 JRef lWb04O8OO26 Dry 2 ;FROM RF DrwNo, 137 18 0424 56017 KM I DF 05/17/2018 5'4"8 7'8"___ 10'6"8 5*4"8 2'X8 2'10"8 2-13" ---- -- 2-612 - --__— 2'6" 111X3 ill 1 X3 13 3X41418 Ill 1 X3 3X4[81D1X3 A C E 10' H G3XI4MIX31X3IAJ 3X4 3X4[10] Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA it Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Be( chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W3X4 2,25 L 1.25 [ 8] W3X4 1,25 L 1.25 10) W3X4 1.25 R 1.25 Additional Notes See detail STRIBRI BIR 10 14 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' 6"8 Snow Criteria (Pg,Pf,n PSF) i Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PIP Deflection in loc L/defl L/# Lac _ R/ Y - - I Rw -1 11Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,172 C 699 3601 1 566 1- T3 Lu: NA Cs: NA VERT(TL): 0.348 C 462 240 G 566 /7,3 Snow Duration: NA HORZ(LL): 0.039 8 - J Min Brg Width Req = 1_5 HORZ( TL): 0,060 B G Min Brg Width Req = 1,5 Code / Misc Criteria i Creep Factor 2.0 Bearings J & G are a rigid surface, Bldg Code: FBC 2017 RES Max TC CSI: 0,823 1 Bearings J & G require a seat plate. TPI Sid: 2014 Max BC CSI: 0,86 Members not listed have forces less than 375# RepFactorsUsed: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): T- 6WAVEV--e-r-;—1 i-01A.1-14.2-1-11 B - C 0 - 101Z C - D 0 -1060 TATE k. 2 7 8NAIL. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp.---------- - - ------------ i - 1 887 0 H-G 1055 0 1 - H 1060 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i - 6 0 -986 D-G 0 -1172 05 17 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 fabricatin h di h , installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, b ir,'SgC'A)ngr sa'eptyinoractices phor to performing these unctions. Installers shall provide tempera , TPI , bracinperBCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a prpgoW attach0jidceiliny. Locations shown foyermanent lateral restraint (webs shall have bracinginstalled per BCSI sections 6317 o 1 oy asapplicable. Apply Oates to each face o truss and position as shown above and on the JoinDetarls, unless noted otherwise', Refer to drawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin his Group Inc. shall not be responsible for any deviation from this drawing,ag, failure to build the LACompon? Awl g or r pa trussinwnformancewithANSIPI1. or or handlinj shippiny, installation and bracing of trussesA gioal on this dr s listingthis Irawlng, indicates acceptance of pro) ession engineeri responsibility solely for the design shown. The ?ability anduseothisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI1TPIISc. . Cnr4 -_-- 11--_- Aaklik, ALPINE 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 20678 7511 A ELEV. OP TRAY /7511 A ELEV, OP TRAY -DAVID WEEKLY Truss Label: F12 3X4 1 X3 A Ply 1 SEQN: 142442 1 T28 I SY42 Gust RR408 JRef lWb04O80026 Oty 4 :FROM RF DrwNo 137 18 0424 56033 1 KM I BAF 0511712018 112X4 B 4" ---------- - - 4" - ------------- 10, D! Loading Criteria (psf) I Wind CriteriaTCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NADesLd-55-66- Mean Height: NA ft NCBCLL: 10,00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA I NA GCpi' NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be Installed as shown with top chord up. 1X3 1111X3 27'4 Snow Criteria (Pg.Pf,n PSF) Pq: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/R'T:0(0)/0(0) Plate Type(s): WAVE DefI/CSI Criteria PP Deflection in Inc L/de(I L/# VERT(LL): 0.000 6 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0,000 B Creep Factor 2.0 Max TC CSI: 0.330 Max BC CSI: 0,076 Max Web CSI: 0,027 VIEW Ver: 17.02.01A,l 114.21 oop:' S4"Y ...*A 10 0 frO 278 ONAk, A Maximum Reactions (Ibs) Loc R / U /Rw (Rh IRL /W D 128 / - / - / - / - /7.3 C 144 1- / - / - / - / - D Min Brg Width Req = 1.5 C Min Brg Width Req = - Bearing D is a rigid surface, Bearing D requires a seat plate. Members not listed have forces less than 375# 05 17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in abricatiniq, handling, shipping , installing,and bracing. Refer to cd follow the latest edition of BCSI (BuildingISfetyInformation, b TPI an SBCA) r safety ractices prior to performing these unctions. Installers shall provide temporary 88SI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall havta proge y iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled perBC I sections B3, 7 or 10, i e, Apply ,.Iates to each face oiruss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to60A-Z for standard plate positions. sion of I Hi I . or ror r acceftance ranystructure from this drawin,an failure to build the4sealonthisdrwigorcove , tAR clesgan shown. The P' r Il suitabilityASPIIc,2. 11%.3M 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20678 ply I SEQN, 142443 / T22 SY42 Cust: R408 JRef- 1Wb04O80026 7511 A ELEV OP TRAY /7511 A ELEV. OP. TRAY -DAVID WEEKLY Oty I FROM: RF DrwNo 137 18,073929760 Truss Label: F13 j KM / OF 05/1712018 Loading Criteria (psf} TCLL: 40.00 TCDL: 10,00 8CLL: 0.00 BCDL: 5.00 Des Ld - :_ 55. 0-0 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 SCOL: NA psf MWFRS Parallel Dist: NA CSC Dist a: NA it Loc. from endwall- NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense But chord 42 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=l .00 / Plate Dur,Fac.=1,00) TC: From 235 pit at 0.00 to 235pff at 2.48 BC: From 10 pif at 0,00 to 10 plf at 2A8 TC: 827 lb Conc. Load at 1.88 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=2'4"4 y=10' uses the following support conditions: 2'4"4 Bearing D (2'4`4, 10') HHUS46 Supporting Member: (3)2x6 SP SS 14) 0.148"x3" nails into supporting member, 6) 0.148"x3" nails into supported member. 4' 3" Yl 2, 1191. , :;=j III I X3 1 X3 --4X6!11 1X3 A B C 1X3 )0 1 A6 11_ 3X4 2'74 Snow Criteria (Pg.Pfin PSFI Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in locL/defl L/# VERT(LL): 0.003B 999 360 VERT(TL): 0,010 B 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0,001 D - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSC 0,462 TPI Sid: 2014 Max BCCSI: 0,199 Rep Factors Used: Yes 1; Max Web GSI: 0,229 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02,01A.1 114,21 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square out except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 84. o.P6646 5,AT OR\) #,. 0 :Av 05 17"018 10, A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W F 532 1 - I - 7.3 D 902 /- /- - F Min Brg Width Req = 1,5 D Min Brg Width lReq = - Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. F- E 445 0 E - D 445 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Com F- B 0 -543 B-D 0 -996 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 dl shipping installing and bracing. Refer to and follow the latest edition of SCSI (Buildingtn9'S9CA)n&1a1repmI ractices prior to performing these functions. Installers shall provide temporarySfetyInformation, b, TPI anIBM. Unless noted o herwise.top chord shall have properlypetrly attached structural sheathin and bottom hord shall have a, grope a,n c toy5! ,lid ceiiin,?,, Locations shown for permanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7lie. App y plates to each face o truss and position as shown above and on the JoinplDetails, unless noted otherwise. Refer to60A-Z for standard plate positions. a division of iH i,ortorn acceptance ranystructure TPr from this drawinq.any failure to build theealonthisdrawingorcoverpagepaa? 9Ethe shown. The suipability K.?W 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 ply: I SEQN 142386 / T5 I COMNI Cust RR408 JRef 1Wb04080026 7511 A ELEV OP TRAY /7511 A ELEV OF TRAY -DAVID WEEKLY Qty 4 FROM RF DrwNo 137 18 0424 56002 Truss Label: A01 KM / BAF 05/11/2018 7'5" 13 15, 22'6"3 10' 14X6D 1—,' 4 - 10, 1111111 In, Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Sid: ASCE 7-10 TCDL: 7,00 1 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL:--10.00 Risk Category: 11 EXP: B Des Ld: 37.00 i Mean Height: 24,10 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit: 2.00 BCOL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 30' 10' 20' 10, 1'4" 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in Inc L/defl L/# Loc R I U /Rw /Rh /RL /W Pf: NA Ce: NA I VERT(LL): 0.098 H 999 240 B 1306 / 143 t 636 /180 14,0 Lu: NA Cs: NA VERT(TL): 0,246 H 999 180 F 1307 1143 / 636 / - / - /4,0 Snow Duration: NA HORZ(LL): 0.036 H - Wind reactions based on MWFRS HORZ(TL): 0,063 H B Min Brig Width Reg = 1,5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = 1,5 Bearings B & F are a rigid surface, Bldg Code: FBC 2017 RES Max TC CSI: 0.476 TPI Std: 2014 Max BC CSI: 0,955 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,287 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02D1A.11114,21 B-C 456 -2187 0 - E 466 -1%8 C,D 466 -19136 E-F 457 -2188 ME ATE 0 0 R\V IONZ V` t10 278 05 17r 2018 Maximum Bot Chord Forces Per Ply (,: Comp. Ibs) Chords Tens.Comp. Chords Tell B-1 1883 -301 H - F 1884 -322 1 - H 1259 -139 Maximum Web Forces Per Ply (Ibs) Webs Tens.Cornp. Webs Tens. Comp. I - D 752 -144 D-H 754 -144 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in bricatiahan in , pin , installingan bracing , Refer to and follow the latest edition of BCSI (Building Component fety Information, b, TP I ) sa ety actices prior to performing these functions, Installers shall provide teApler" bracin per 8 SI. Unless noted o he se chard shallhave properlyattached structural sheathingand bottom hord shall have a pro 2y attach rigid ceiling . Locations she covermanentlateral restraint f webs shall have bracing installed per C lsections B1.137 or910, asapplicae. Apply plates to each face o truss and position as shown above and on the Joinif"Details, unless noted otherwise Refer to drawings160A-Z foe standard plate positions. Alpine, a division of ITW Building ComponentsGroup Inc. shall not be responsible for any deviation from this drawina,any failure to build the trussinconformancewithANSIPi1, or for handlinj shippiny, installation and bracing of trussesA gal on this dr wing or over page IIIlipistingthisrawing, Indicates acceptance of pro) less ona Tn 4 t? ionfetereingufla!$ solely r the esg%n ahoviln. he sui ability Incgponsibili _P? anduseofthisrawingforanystructureIstheresponsibngDesigerperANc 1_-'_'_" _ "'. — o ---- .1 —l". ".-- '- I-- ."-. n' D- ,,, TPI . -- — ALPINE 2400 Lake Orange Dr. Suite 150 Oriando FL. 32837 Job Number: 20678 7511 A ELEV. OP TRAY /7511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: A01A Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCOL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 71-i-q-9 rigg Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: 6 Mean Height: 24.10 ft TCDL: 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 If Loc. from endwall: not in 9.00 It GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 74 2x6 SP SS: Bat chord 2x4 SP #2 Dense :B2 2x4 SP 91 Dense: Webs 2x4 SP #3 Tray Scab(s) 2) 2x6x8-5-7 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0. 1 28"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: (2). Wind Wind loads based on MWFRS with additional C&C member design. Ply 1 SEQN 142387 / T25 COMNI Cust: R 408 JRef: IWb04080026 Oty 2 FROM RF Drw4o 137 18,0739 52777 KM I DF 0511712018 4X D Ul 2X430' 1-I5" ------- --- ------ 2 1'4" 23'kl"9 Snow Criteria (Pg, Phn PSF) I Defl/CSI Criteria Fig: NA CL NA CAT: NA I PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.234 1 999 240 Lu: NA Cs: NA VERT(TL): 0.645 1 806 180 Snow Duration: NA HORZ(LL): 0,060 D - HORZ(TL): 0. 112 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.506 TPI Std: 2014 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: 0.930 FT/RT:0( 0)/0(0) Plate Type(s): j------ - -------- - --------------- WAVE VIEWVer: 17, 02.01A.1114,21 A Maximum Reactions ( Ibs) Loc R 1, Rh / RL /W 6 1207 1143 / 633 /176 /4.0 H 1139 /123 / 588 /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H Min Brq Width I'Req = 1.7Bearings 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 450 - 1%1 E - F 545 -2240 C-D 415 - 150 F-G 510 -2245 D-E 424 - 1542 G-H 151 -498 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 1677 - 326 J - 1 2123 -396 L - J 2133 - 3.06 1 - G2142 -401 Maximum Web Forces Per Ply (Ibs) Webs---- Tens. -Comp.- Webs Tens. Comp. C - L 159 - 3199 L - D 953 -200 N - L 1651 - 320 L - E 254 -918 7 0, ATE Of/ Al 00) 0 278 05 17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reire extreme care in fa catinj, handling, h,pp,n , installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentS fety Information, bj`vol an SBCA) f r safety ractices prior to performing these functions. Installers shall provide tempora bracin er 38SI. Unless noted o herwise,top chord shall have property attached structural sheathingand bottom hord shall have a pro attach2friwd ceiliny. LocationsshownforpermanentlateralrestraintofwebsshallhavebracininsalledperBCIsectionsB367orI" 0 as applicable. AppyplatertoeachfaceoftrussandpositionasshownaboveandontheJoinplDetails, unless noted otherwise. Refer to drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Buildi!'[Components Group Inc. shall not be responsible for any deviation from this drawing an u failure tobuild the truss in nfwithANSIPI1, or for handling, shipping, installation and bracing of trussesA eat on this dr wi 9 or cover pa u g c . rm. c The suitability listing this rvv.,.!'.i,'indicates acceptance of , essiona Tqglneeri g re§ solely for the design shown. rt 0 . ponsibili sanduseo this drawing for any structure is responsibility of the Building Desig er per ANSI1TPI 1 Oc . 0 F V. "h,= 6750Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 j Ply: 1 ; SEQN: 142388 / T4 HIPS ! Gust: R408 JRef: 1 Wb04O80026 7511 A ELEV OP TRAY 17511 A ELEV- OPTRAYDAVID WEEKLY Qty: 1 ;FROM RF DrwNo: 137-18-0739-55157 Truss Label: A02 KM 1 DF 05/17/2018 3' 17' 6' 1"7 4' llA4X6 #/ 4X6 D E 30, 23' 1"7 30' L..........----------------- 61" 7 6' l 0"91'4" 6'9"4 --- -- - - 6'2 1 ° 4' 6 2 12 i'-.-------- -----"I'- .-------- 6'9"4 1'4" i t 3' 7; 23'2"12-------^}-.._ 30, Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) 0efl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20. 00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L(# Loc R ! U (Rw (Rh ( RL 1 W TCDL_ 7. 00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.108 J 999 240 B 1215 1146 / 640 (- / 160 l 4.0 BCLL: 0. 00 Enclosure: Closed I Lu: NA Cs: NA VERT(TL): 0,422 J 999 180 G 1215 / 146 1640 l - 14,0 BCOL: 10. 00 Risk Category: II Snow Duration: NA HORZ(LL): 0.041 D - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ(TL): 0.100 D - B Min Br i gWidthReq - - 1,5 NGBCLL: 10. 00 Mean Height: 23.60 ft TCDL: Code / Misc Criteria CreepFactor: 2A G Min Brg Width Req = 1.5 Soffit: 2. 00 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,506 Bearings B & G are a rigid surface. Load Duration: 1.25 BCDL: 5. 0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 1 Rep Factors Used: Yes Max BC CSC 0,671 Max Web CSI: 0,606 Members not listed have forces less than 375# Spacing: 24. 0 C&C Dist a: 3.00 ft i Maximum Top Chord Forces Per Ply (Ibs) Loc, fromendwall: not in 9.00 ft FT/RT:0(0)10(0) Chords Tens.Comp. Chords Tens, Comp. GCpr 0. 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 503 -2018 E - F 446 •1497 C - D 446 -1497 F - G 503 - 2018 Lumber D - E 430 -1265 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. is Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Gomp. Chords Tens. Comp. B - L 1737 - 347 J - 1 1734 - 371 L - K 1734 - 347 1 - G 1737 - 371 K - J 1265 - 207 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp, Webs Tens. Comp. C - K 189 - 610 E - J 392 - 73 D-K 392 -73 J -F 188 -610 a 10 278 05i 17' 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabncatinq, handlingq shipping installing and bracing. Refer to and follow the latest edition of (SCSI (Building nent Safety Information, byY TPI and SBCA) fbi safety r'actices priorto perfo ing these functions. Installers shall provide temporary per BGSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and Whir hord shall have a properly d ngqidceilingLocationsshownforrmanentlateralrestraintofwebsshallhavebracininstalledperBCIsections63, 67 or t310, icabie. ApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Build ingComponcts Group Inc. shall not be responsible for any deviation from this drawing anY failure to build the conformance withANSI //TTPI 1, or ffor handlinct, shipping, installation and bracingg of trussesA teal on this dr3wirtgg or cover page , this drawingindicatesacceptanceofpproTesstonarengmeeringreponsibiiittyvsolelyorthedes'gn hoN The suitability to ofthisc4iawingforanystructureismeresponsibilityoftheBuildingDesigtSerperANSIITPItSeca. nfnm.f, nn cnn I— in nano nn n ..an,i ihaea wrh c,f AI PiNF ,snow _.In,nnil. ....... TPI- wvnu fnincf ,irn CRCwunu chrvnrL rc fni ....... I'(' wwwi, —h 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV OP TRAY 17511 A ELEV OR TRAY -DAVID WEEKLY Truss Label: A02A T J_ __4D Ply: I SEQN: 142389 1 T36 HIPS Cusl R408 JRef: lWb04O80026 Qty I FROM: RE Drw14o 137.18.074001253 KM t DF 05117/2018 611019 IT 1T 22'2"4 wi—o —,) 1"7 4 52"4 4X4 0 E 30' 27'7" -- -------- 30* 5' 5"4 2' 4'8 1'4" 6111" (3' 4"8 318"8 54" 5*3"B 2'4"8 22'4" '10, U11- 2'4"8Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7,00 j Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL:10.00 Risk Category: 11 EXP: B Des Ld: _ 17-60MeanHeight: 2160 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 C& C Dist a: 3.00 ft i Loc, from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense 74 2x6 SP SS: Bot chord 2x4 SP # 2 Dense Webs 2x4 SP #3 Plating Notes All plates are 5X6 except as noted. Tray Scab(s) 2) 2x6x10-1-1 5 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0. 1 28"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG,: (3). heel: (4), 1st panel point: (2). 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. Snow Criteria ( P9,Pf sn PSF) Defl/CSI Criteria 1 A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R /_U Rw / Rh / RL I W i---------- - Pf: NA Ce: NA j VERT(LL): 0.192 F 999 240 B 1210 / 145 / 638 /155 /4.0 Lu: NA Cs: NA VERT(TL): 0.529 F 982 180 H 1140 /126 /592 / - / 4.0 Snow Duration: NA HORZ( LL): 0.055 D - Wind reactions based on MWFRS HORZ(TL): 0.103 D B Min Brg Width Req = 1,5 Code f Misc; Criteria Creep Factor, 2.0 H Min Brig Width Req = 1.7 Bldg Code: FBC 2017 RES Max TC CSI: 0.361 Bearings 8 & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0,566 Members not listed have forces less than 375# Rep Factors Used: YesMaxWebCSI: 0.650 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)10(0) Chords Tens.Comp, Chords Tens. Comp, Plate Type(s): WAVE VIEW Ver: 17, 02.0 1 A 1114,21 B - C 505 -2004 E - F 500 -1741 C-D 494 -1767 F-G 607 -2410 D-E 491 -1524 G-H 159 -498 Maximum Bot Chord Forces Per Ply "IS) Chords Tens.Comp. Chords Tens, Comp. B - N 1724 -384 J - 1 2288 -498 L_j 1479 -262 (- G 2292 -498 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp. N-L 1707 -379 E - J 465 -103 D - L 488 -97 J - F 268 -916 fATE ol) 11N 278 0 A_ 14" Ow"Usn"Wo two it05172018WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 require extreme care in fabricating, handl I t fling and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bjTPIanSBCA;'A'r'sa"Pp"'),r'a'cnticaes priortoperformingthese functions. Installers shall provide tempera e.r 38SI. Unlessnotedoherwise,top chord shall h ve properIx attached structural sheathingand bottom ghord shall have a proge5y n d I LocationsshownforpermanentlateralrestraintfwebsshallhavebracinginliedperBCIsections53B7or10icadec. coil plates toeachfaceoftrussandpositionasshownaboveandontheJointlDestlaas, unless noted otherwis6. Refer to 3s 16OA-Z for standard plate positions, a division of ITW Buildingfrom any failure to build the conformance with ANSI Pi1, or for handling, shipping, installation and bracing of trussesA seal on this dralwing or cover p ANSI Group Inc. shallnot be responsible for any deviation om this drowin a this Prawing, indicates acceptance of o essiona I driresponsibill solely for t design shown. The sufflatility ie o this rawing or any s acceptance is Kle responsibi'lint?73N. Building Designer perANSI I S, c.2. 1- - ------- ____ _111 --.- -- - .-. ...1.1 11---, -- I., --, 1-1.1 - — PINE A 6750 Forum Dnve Suite305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV OP TRAY /7511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: A03 6' 1 "4 6'1 "4 11' 4'l0"12 Ply 1 Qty: 1 15' 19' 4' 4' o5X6 =3X4 =5X6 D E F SEQN: 142390 / T3 HIPS Cust R408 JReE lWb04O80026 FROM RF DtwNo: 137.18.0740.06890 KM 1 OF 0511712018 23'10"12 30' 4'10"12 1 C- 30' --_-_---__._ 1 `4" 10, 10 10' 1'4" 30, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeNICSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NAj PP Deflection in loc Lldefl Ll# j Loc R U Rw l Rh 1 RL / W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA j VERT(LL): 0.087 E 999 240 g 1215 l 148 ! 641 1 - 139 14.0 BCLL: 0.00 i Enclosure: Closed Lu: NA Gs: NA + VERT(TL): 0.237E 999 180 ; H 1215 1 148 / 641 / - / 4.0 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.036 J i Wind reactions based on MWFRS Des Ld: 37.00 EXP: B i HORZ(TL}: 0.06$ J B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 23,10 It Coda / Misc Criteria Creep Factor 2-0Code Min Br Width Reg = 1.59 Soffit: 2.00 TCDL: 4.2 psf iBldgCode: FBC 2017 RES Max TC CSI: 0.288 Bearings B & H are a rigid surface. Load Duration: 115 BCDL 5,0 psf TPI Sid: 2014 I Max BC CSI: 0,947MWFRSParallelDist: h/2 to h 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: 0,196 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 9.00 it i FT/RT:0(0)t0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0,18 i Plate Type(s): ------------------------- Wind Duration: 1.60 WAVE i VIEW Ver: 17.02-01A-1114.21 i B - C 538 -1%9 E - F 462 - 1392 C - D 491 -1725 F - G 491 -1725 Lumber D - E 462 -1392 G - H 538 - 1999 Top chord 2x4 SP 92 Dense Bet chord 2x4 SP #2 Dense Maximum Bat Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Purlins B - K 1730 -382 J - H 1730 -406 In lieu of structural panels use pudins to brace all flat K - J 1485 - 295 TC @ 24" oc. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs To Comp. Wind loads based on MWFRS with additional C&C member design. K - D 516 -102 F - J 516 - 102 Mv a q d."(} 44( p,Py{yaF { ju p[s,., `ygd• 0 278 4e rV i pAti3 }t1 9 05 17:2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fapricatingg, handlingg shipping- installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSfetyInformation, by TPI and SBCA) fbF safety practices prior to performing these functions. Installers shall provide temperatrYYperBGSt._ Unless noted oytherwise,top chord shall have properIxV attached structural sheathing and bottom y-hord shall have a proggenydrqqidceiling. Locations shown for rmanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or BtO, icable. Apply plates to each face, oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer toIs160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build theconformancewithANSI11, or for handling, shipping, installation and bracing of trussesA gal on this dr wving or cover page this drawing indicates acceptance of protassiionaff engineering responsibility solely r the dgsign shown. The sui£abtlityceokhisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANS1fTPl1Sec. . infomiation see this lab's amoral notes page and these weU sites. ALPINE. rvw4v alp neitw.com: TRI. mvw.(pinst orq: SBCA. wvmrwsbcintlustry.<om: ICC. www.icasal. K-IM—M 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV- OP- TRAY t7511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: A03A 5'9"4 e 11' 5'2" 12 Ply 1 Qty: 1 1410"12 3'10"12 4'V4 4X6 1112X4=5X6 D E F 1112x4 30' SEON 142391 1 T17 HIPS Gust: R408 JReE 1W1b04080026 FROM: RF DrwNo 137-18,0740-12683 KM t DF 05/1712018 23'4" 27' 7"8 30' 4'4" 4' 3"8 2'4"8 1'4" . 111 12 4'2"4 - 3`8" 8'4" .3,'8 111 12 15' 4"2T7"82,48 30' T—----... -------- `----- ------- ---------- Loading Criteria ( psn Wind Criteria Snow Criteria (Pg Pf in PSF) Def /CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/dell L!# Loc R ! U Rw / Rh 1 RL ! W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.188 G 999 240 B 1210 ! 148 / 639 ! - 1135 ! 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.518 G 999 180 1 1140 ! 128 ! 593 1- ! - ! 4.0 Risk Category: 11 BCOL: 10.00SnowDuration: NA HORZ(LL): 0,052 0 - Wind reactions based on MWFRS EXP:B Des Ld: 37. 00 ? --`- ---- HORZ(TL): 0.098 D - - , B Min Brg Width Reg = 1.5 Mean Height: 23- 10 ft Code t Misc Criteria Creep Factor: 2.0 1 Min Brg Width Reg = 1.7 NCBCLL: 10.00TCDL: 4.2 psE p Bearings B & I are a rigid surface. Soffit: 2,00BCDL: 5-0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.320 Load Duration: 1. 25 MW FRS Parallel Dist: h!2 to h TPI Sod: 2014 Max BC CSI: 0,935 r Spacing: 24-0 " C&C Dist a: 3.00 11 Rep Factors Used: Yes I Max Web CSI: 0,550 Members not listed have forces less than 37# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9,00 ft FT1RT:0(0)!0(0) Chords Tens.Comp. Chords Tens. Comp, GCpi: 0.18 Plate Type(s): Wind Duration: 1. 60 WAVE VIEW Ver. 17.02.01A-111421 j B-C 552 -1986 F-G 554 -1994 Lumber Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: Sot chord 20 SP #1 Dense :132 2x4 SP 92 Dense: Webs 2x4 SP # 3 Tray Scab(s) 2) 2x6x8-10- 9 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: ( 3), heel: (5), 1st pane( point: (2). 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. ee /+ 4 TE 0 e*$• C CAR\;?•' e°'' e t0 278 x4` 4Jt 0° rtta crtti>`ta` 05 17;2018 C - D 477 - 1649 G - H 718 - 2640 D - E 573 - 1868 H - 1 162 - 498 E - F 575 - 1876 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 1725 - 433 J - H 2546 - 623 L - J 1729 - 343 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - L 692 - 184 F - J 498 - 80 N - L 1443 - 289 J - G 314 - 913 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS R91SR49@@ffl treme care in fabricating, handlingq shipping, instaiiing,and bracing. Refertoand followteatesteditionof SCSI(Building Information, byY TPI and SBCA) fdi safety practices poor to performing these functions. Installers shall provide temporarynless noted otherwise topchordshallhaveproperlyattachedstructuralsheathingandboot4mhordshallhaveaprogenyg. Locations shownfarermanentlateralrestraintofwebsshallhavebracinginstalledperliClsectionsB3, 87 or 810, ly places toeachface, otptruss and position as shown above and on the Joinf Details, unless noted otherwise.Refer to r standard platepositrons. a division of ITW BuildiiiAgCComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the t nermance with ANSI TPI 1, or for handling, shipping, installation and bracing of,trussesA cal on this dAwini or cover pa e t s drawing, indicates acceptance of professional engineering responsrbihry solely_tQI th deslgn §hovtrn. The suilTbility A PINE 6750 ForumDrive Suite 305 Orlando FL. 32821 Job Number: 20678 7511 A ELEV OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: A04 fl 4'9"4 4'9"4 1'4" 9. 47'12 Ply 1 i SEQN 142392 1 T2 / HIPS Cust RR408 JRef 1Wb04O80026 Qty 2 IFROM RF DrwNo 137180424%048 KM I BAF 05i17t2018 21' 25'2"111 30, 6' --- 6' 47-12 4'9"4 5X6 III 2X4 - 5X6 D E F 30' 21 91 1 1'4" 30' Loading Criteria fpsf) Wind Criteria Snow Criteria (Pg,Pf n Psi, Defl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/dell L1# Loc R /U - Rw --- /Rh /RL W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.102 E 999 240 B 1215 1287 638 1119 /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.278 E 999 180 H 1215 / 287 638 1 - /4.0 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.038 J Wind reactions based on MWFRS Des Ld: V'o 0EXP: 6 Mean Height: 22.60 ft 1 HORZ(TL): 0.070 J B Min Br Width Re = 1,5 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Re = 1 .5 Soffit: 2.00 BCDL: 5.0 pst Bldg Code: FBC 2017 RES Max TC CSI: 0,397 Bearings B & H are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.750 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes I Max Web CSI: 0148 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwalL not in 9.00 ft FT/RT:O) l Chords Tens.Comp. Chords Tens. Comp, GCpi: 0. 18 Wind Duration: 1.6C Plate Type(s): WAVE VIEWVer 1702.01A.1114.21 1 1 - -_ - - I B - C 570 -2039 E - F 577 -1865 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purfins to brace all flat TC @ 24" oc, Wind Wind loads based on MWFRS with additional C&C member design. C- D 516 -1800 F-G 516 -1800 D- E 577 -1865 G-H 569 -2039 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1774 -420 K - J 1W -333 L- K 1566 - 309 J - H 1774 -444 0 5,TATE0R\ V 00 278 "'11, iNNA'IL, nj 17 2()I8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricatinghandling h i , installing and bracing- Refer to and follow the latest edition of BCSI (Building SletyInformation, b, TPI n'S'9'CA)ng'sai eptyin iactices prior to performing these functions. Installers shall provide temporary BeSI. Unless noted o herwise.top chord shall have properIx attached structural sheathin and bottom hord shall have a progPy dceilin,?,, Locations shown for Permanent lateral restraint I webs shall have bracinginstalled per BC I sections 83 B7 or 10 AA_ App y plates to each face o1russ and position as shown above and on the JoinDetails, unless noted otherwise. kefer to Z for standard plate positions, 6of ITW Buildin Cornponents Group Inc. shall not be responsible for any deviation from this drowing,any failure to build the visionwith ANSI P1 1, or for handlinj shipping, installation and bracinj of trussesA seat on this drawinj or cover p' teprawing, indicates acceptance of o essiona engineerinresponsibility solely for h dIsfin j1ho n. The suifflbillity this rawingforanystructureisprocessionalresponsibility ofthe Building Desig%er per ANSI MP11 C. . 1— -- --- -- -- _-. 1-.. — a,ma I Pl.p __ " ..... . . . . ..... TPI — --1 — 1RrA — 1-111-11- 1111TI lr(' — -11f 011 ICI l 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20678 Ply. 1 SEQN: 142393 / T31 HIPS Ccst: R408 JRef 1 Wb04080026 7511 A ELEV OP_ TRAY 17511 A ELEV_ OP- TRAY -DAVID WEEKLY Qly: 1 FROM: RF DrwNo: 137-18-0740-'15153 Truss Label: A04A KM l DF 05/17/2018 4'9"4 9' A'10'12 21' 239"15. 2T7"8 30' 4'9"4 - 4'2"12 i------- 5'10-12 6'1"4 2.9"15 T9"9 2.4..8 4X6 g12X4 5X6 D E F ir2x4 30' _____.---------- --------- — --------__.____..._ - 1'4" 9'1"12 62 4 5'6"4 211"11 3'9119 24"8 9'1"12 15'4" 20'10"4 23'9"15 2_7 30' 2,4"8 .--a Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. BDesLd: 37.00 i Mean Height: 22.60 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 ft Loc. from endwali: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 92 Dense 33 2x6 SP SS: But chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: Webs 2x4 SP #3 Tray Scab(s) 2) 2x6x8-3-14 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: (2). 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. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NAi PP Deflection in loc L/deft L/# Pf: NA Ce: NA VERT(LL): 0,266 J 999 240 Lu: NA Cs: NA VERT(TL): 0.732 J 709 180 Snow Duration: NA HORZ(LL): 0.059 D - - HORZ(TL): 0,110 D Code / Misc Criteria i Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSC 0.559 TPI Sid: 2014 Max BC CSI: 0,779 Rep Factors Used: Yes Max Web CSI: 0.578 FT/RT:0(0)/0(0) j Plate Type(s): WAVE 1 VIEW Ver: 17.02.01A.1114.21 mt iE ti` " rfo 27 ( ` ` t?NAIL Maximum Reactions (Ibs) Loc R l U / Rw / Rh / RL / W B 1210 l 286 1636 ! - / 115 / 4.0 1 1140 l 256 1590 l - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 1 Min Brg Width Req = 1.7 Bearings B & I 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 575 - 2027 F - G 618 - 2181 C -D 519 -1785 G-H 575 -2181 D - E 721 - 2430 H - 1 165 - 498 E - F 726 - 2447 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens -Camp. Chords Tens. Comp. B - O 1763 - 460 K - J 2056 - 465 M - K 2066 -466 J - H 2O77 - 472 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. D-M 1013 -274 M -F 501 -130 Q - M 1516 - 335 05 t7'2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating h ndllq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnenSafetyInformation, byy TPI and S CA t safety practices prior to performing these functions. Installers shall provide temporaryerBSt. Unless noted o[herwise,top chord shall have properly attached structural sheathing and bottom Ghord shall hav a grope ly cl ri id ceflin9 Locations shown for Aermanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, 7 or E110, scab e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer tos160A-Z for standard plate positions. a division of ITW Build inlComponents Group Inc. shall not be responsible for any deviation from this drawin.any failure to build the conformance with ANSI PIPI 1, or for handling, shipping, installation and bracing of trussesA teal on this dr wing or cover page , this drawing indicates acceptance of pproTessione engineering responsibifit r solelyor the desigqn sho n. The suitabilityeofthisdrawingforanystructureisfl1eresponsibiQtyoftheBuildingDesignerperANSI(t PI 1 Sao 2. AL...PINE 6750 Forum Ddve Suite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP FRAY /7511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: A05 7' 7' 10'9"4 3'9"4 Ply 1 SEON 142414 / T 18 HIPS I Cust R408 JReF lWb0408O026 Oty I FROM RE i DrwNo 13718074024737 KM / OF 05117/2018 23' 3( 8*3* 12 T 6X6 III 2X4 -Iu` 3X4 =5X6 C D T2 E F 30' 6' 10" 4 3*11" 87-4 3'9"4 6'10"4 1'4" 4- 10' 9" 4 19'4"8 231"12 30' Loading Criteria ( psf) Wind Criteria j Snow Criteria (Pg,Pf,n PSF) Defl/CSI Criteria 1 AMaximum Reactions (Ibs) TCLL: 20. 00 Wind Sid: ASCE 7-10 i Pg: NA C(: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R U _/Rw (Rh IRL I _ 1WTCDL: 7, 00 Speed: 139 mph I Pf: NA Ce: NA 1 VERT(LL): 0.250 D 999 240 6 2658 1 654 4,0 BCLL: 0. 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.678 D 767 1801 G 1871 460 4,0 BCDL: 10. 00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,068 Wind reactions based on MWFRS 37.00 Des Ld: EXP: 6 HORZ(TL): 0.125 I 6 Min Brg Width Req = 3.1 NCBCLL: 10. 00 Mean Height: 22.10 It TCDL: 4. 2 psf I Code / Misc Criteria 1 Creep Factor: 2.0 i GMin Br g WidthRe = 2,2 Bearings B & G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf i Bldg Code: FBC 2017 RES I Max TC CSI: 0.884 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 I TPI Std: 2014 Max BC CSI: 0.963 Members not listed have forces less than 375# Spacing: 24. 0 CB Dist a: 3,00 ft I Rep Factors Used: Yes Max Web CSI: 0,694 Maximum Top Chord Forces Per Ply (Ibs) I Loc. from endwall: not in 4,50 ft FT/RT:0(0)10(0) Chord," Tens.Comp. Chords Tens, Comp. GCpi- 0. 18 Plate Type(sf: Wind Duration: 1.60 i WAVE VIEW Ver: 17,02.01 A. 1114.21 1 8 - C 1281 -5264 E - F 1025 -4335 C - D 1434 -5975 F-G 848 -3504 Lumber D- E 1433 -5973 Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: 33 2x4 SP #2 Dense: Sot chord 2x6 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp, Chords Tens. Comp. 6 - L 4650 -1114 J - 1 3070 -727 Special LoadsL - K 4625 -1112 1 - G 3074 -726 Lumber Dur. Fac.ml.25 / Plate Dur,Fac,=1.25) K - J 4424 -1055 TC: From 56 pit at -1.33 to 56 pit at 7.00 TC: From 28 pit at 7.00 to 28 plf at 10.77 TC: From 56 plf at 10,77 to 56 plf at 31,33 Maximum Web Forces Per Ply (Ibs) BC: From 4 pif at -1 .33 to 4 plf at 0,00 Webs Tens.Comp, Webs Tens, P, I - — — ---------- Comp. BC: From 20 pit at 0.00 to 20 pif at 7.04 BC: From 10 plf at 7,04 to 10 pit at 10.77 L-C 593 -33 K - E 1673 _409 BC: From 20 plf at 10,77 to 20 pif at 30,00 C-K 1821 -434 E-J 347 1048 BC: From 4 elf at 30,00 to 4 pif at 31,33 D-K 205 -420 J - F 1738 -409 TC: 237 lb Conc. Load at 7.04 41111"Iftgo,14, TC: 169 lb Conc. Load at 9,09 SC: 458 lb Conc. Load at 7.04 BC: 127 lb Conc. Load at 9.09 BC: 1250 lb Conc. Load at 10.77 Purlins In lieu of structural panels use purlins to brace all flat 648 TC @ 24" oc. 2 Wind Wind loads and reactions based on MWFRS. §47TE OR\V to 278 05/ 17 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling hi , installing and bracint Refer to and follow the latest edition of BCSI (Building an inXacticespriortoperformingthesefunctions. Installers shall provide tempora Component SafetyInformation, b, TPI anSSCA;"& Isnalrepty , n bracin per 38SI, Unless noted o herwise.top chord shall have properly attached structural sheathing and bottom ghord shall havta progPy attached ceilin?, Locations shown for permanent lateral restraint f webs shall have bracin insRalled per BC I sections B3 7 or 10 as applicable. Apply plates to each face of truss and position as shown above and on the JoinplDetails, unless noted otherwis6, Refer to drawings 160A-Z for standard plate positions, ALPINE Alpine, a division of ITW Buildin+Cornponents Group Inc. shall not be responsible for any deviation from this drawing an a failureto build the truss Incnf unance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA gal on this dr wi g or cover pa 6750 Forum Drive listing thsdrawma, indicates acceptance of ) essiona ,,,n ieori g regons bili solely or the desA%n shown, The sui bility r 0 , t? or 4 c. 2 and useofthisrawingoranystructureisKeresponsiboftheuIldngDesigerperANSI/TPI I Suite 305 For more ,, Ifonnalboll see this job's general notes page and these web i.tes ALPINE —,,Ip eitw.conr. TPL wvrNtpnstoof.SSCA wwwsba,,dust wn ICC www.:ccsafeoq Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP. TRAY 17511 A ELEV. OP. TRAY -DAVID WEEKLY Truss Label: A05A 2 Complete Trusses Required 7` 112" 14"0"12 7' 4 2" 't 3 8"12 4X6 =3X4 1112X4 C a E 12 ----------------- _ p- a rs i t"=3X6(A1) 4I2X4 --3X8101 -5XX8II12X4 30' Ply: 2 SEON: 142478 / T40 HIPS { Cust R408 JRef lWb04O80026 Qty 1 FROM. RE DrwNo: 137.18-0740-26240 KM 1 DF 05/1712018 18 10"8 23' 25'0"9, 27 7"8 30' 3'11"12 4'1„8 2:0"9 27' 2:4"8'i 3X4 =5X6 F G i M2X4 -T.. H T3 3X4 62 J12X4 112X4=4X8(Bl0R) __W4- f. 1'4" 71"12 Tl 1"4 4'3" 3'10" 3'8"4 1 2'2"5 , 2'3"8 2'4"8 7'1"12 11'1" t5'4" 19'2" 22'10"4 250 9' 2T4" 4 8 30' r _. - - --- ---- _ Loading Criteria (psf Wind Criteria Snow Criteria (Pg,Pf jn PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7.10 Pg: NA Ct: NA CAT: NA' PP Deflection in loc Lldefl L/# Loc R l U t Rw l Rh l RL l W TCDL: 7.00 Speed: 139 mph j Pf: NA Ce: NA VERT(LL): 0.311 N 999 240' g 2344 1505 l 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.867 N 601 180 J 2288 / 475 (- (- (- 14.0 IIRiskCategory: BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 C - - Wind reactions based on MWFRS EXP: B IHORZ TL : 9 q = Des Ld: 37.00 Mean Height: 22.10 ft ( } 0.141 C B Min Br Width Re L5 q Code t Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.7NCBCLL: 0.00 TCDL: 4.2 psf i Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES j Max TC CSI: 0.599 Load Duration: 1.25 TPI Sid: 2014 Max BC CSI: 0.772MWFRSParallelDist0toh(2 Members not listed nave forces less than 375# Spacing: 24.0 " G&C Dist a: 3,00 it Rep Factors Used: No Max Web CSI: 0.604 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)!0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): - -- Wind Duration: 1,60 WAVE VIEW Ver: 17.02 01A.1114 21 B - C 465 -2204 F -G 694 -3380 C - D 509 -2474 G - H 613 - 2943 Lumber D - E 800 -3851 H - I 589 - 2817 Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: E - F 807 - 3886 I - J 105 - 506 Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Naiinote Chords Tens.Comp. Chords Tens. Comp, Nail Schedule:0.128"x3", min. nails B - R 1930 -398 M - L 2785 -577 Top Chard: 1 Row @12,00" o.e. R - Q 1942 - 398 L - K 2759 - 573 Bot Chord: 1 Row @12,00" o.c. O - M 3433 - 712 K - 1 2808 - 585 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Chord JT Plate Chord C - Q 708 -147 F - M 162 -457 Q - D 292 -1103 M - G 708 -139NoSizeShiftBiteNoSizeShiftBitetlttttttSpg{ Q - O 2534 - 524 L - G 445 -56101W3X81.50 L 1.25 {„$" r° r7r D - O 1585 - 333 K - H 102 - 425 Tray Scab(s) p i r,' O - F 533 -113 2) 2x6x6-11-9 x SP SS scabs at right end- Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (3), heel: (6). 1st panel point: (3). f f It Loading 8 1 hip supports 7-0-0 jacks with no webs. JPurlinsiA; E lk InlieuofstructuralpanelsusepuriinstobraceallflatTC @ 24" oC, Mao* Wind 0 278 , d A WindloadsandreactionsbasedonMWFRS. 78 Q s00 05117 2018 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rewire extreme care in fabricatingg. handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentrevfetyInformation, byv TPI and SBCA) fdr safety practices prior to performing these functions. Installers shall provide temperaNN _ bractnper38SI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shall hav a properly attachdngqidceilingLocationsshownforPermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 7 or 810, asapplicab-ie. Apply plates to each face or truss and position as shown above and on the Join f Details, unless noted otherwise- Refer to drawings16OA-Z far standard plate positions. ALPINE Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the wrrx. v r truss in wriformance with ANSI TPI 1, or for handlin shippin , installation and bracing of trussesA gal on thls drawing or over pagg, 6750 Forum Drve listingthisdrawingindicatesacceptanceofpprdessionaiengingerinresponsibilitysolelyorthpedesignshown, swt9ability Suite For and use of this drawing for any structure is the responsibility of thewilding Designer per ANSI PI 1 Sec.2.305 For more information see this job's general notes pag and these web sites. ALPINE: www.al ineitw-com. TPI. www.t stor ; SBCA. www.sbandust .coin: Icc maw.iCcsafe-an Orlando FL, 32821 Job Number: 20678 7511 A ELEV- OR TRAY /7511 A ELEV- OR TRAY -DAVID WEEKLY Truss Label: B01 12 9' z__.. ___---_____4 Ply 1 SEON 142394 t T16 GABL Cust R408 JRef lW404080026 Dry 1 FROM: RF DrwNo: 137.18.0740.28837 I KM t DF 05/17/2018 1g.2.. 9:7:: f-------------- rT—.__._...._ 4--- 2' —I TYP) 4X4E T i 420.4" l 5'4" _ F,. i•4•• _—.___—..._____------------- 4-.-.-...V7 R'H"9 t0'S'7_._—. ______.___. __ 5 1•g^ _...i5... 13.„_.—.—....___---_--___._..,-. Loading Criteria (psf) j Wind Criteria Snow Criteria (Pg,Pf In PSF) ! Defl/CSI Criteria Maximum Reactions (ibs), or *=PLF TCLL: 20,00 Wind Sid: ASCE 7-10 i Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/defl L/# Loc R U / Rw 1 Rh / RL t W TCDL 7.00 Speed: 139 mph Pf: NA Ce: NA VERT LL : 0.016 0 999 2401f ) B 531 1124 l291 (- /129 14.0 BCLL: 0.00 Enclosure: Closed Risk Category: II Lu: NA Cs: NA VERT(TL): 0.046 D 999 1801 N 344 142 / 256 / - / 4.0 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.005 D - N* 91 / 26 / 49 1- / - / 102 Des Ld: 37.00 EXP: 6 HORZ(TL): 0.010 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 22,66 fi Code / Misc Criteria Creep Factor: 2.0 B Min Br Width R9eq = 1.5 Soffit, 2.00 TCDL: 4.2 psf BCDL: 5.0 sfp Bldg Code: FBC 2017 RES Max TC CSI: 0.243 N Min Brg Width Req = 1.5 N Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 I TPI Std: 2014 Max BC CSI: 0,246 Bearings B, N, & N are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.241p Lae. from endwall: Any FTIRT:0(0)l0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Types): ,_.----- —- ___.__._.______..__-4 Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02 01A.1114.21 Chords Tens.Comp. Lumber B - C 294 - 615 Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense Webs 20 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Plating Notes B - 0 499 - 145 O - N 495 - 145 All plates are 2X4 except as noted. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind loads based on MWFRS with additional C&C member design. C - N 275 -448 Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. ix 4 • A { ^r fE 40 278$'rWiff Sit O 05+ 17 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 fabricating9, hand!inq shipping installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSaafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temperaryIer6GS(., Unless noted o herwise,top chord shall have properly attached structural sheathing and bottgm herd shall have a pro4eanydrSidcerhnd. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections 63. b7 or t310, ica5e. Apply plates to each face olpiruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINEas160A-Z for standard plate positions, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing1anY failure to build the wr wca Pu r1conformancewithANSI/TPI 1, or for handlin shipping, installation and bracing of -truss sA seal on this dr3wirtg or over page , , 6750 Forum Drivethisdrawingindicatesacceptanceofpro) esswnaf ngineering re ponsibili so, ely far the des n hewn. Che suit-abthty Suite 305seofthis &awing for any structure is the responsibility of the 6uitd ng Designer per ANSIITPI 1 S a . information see this lob's general notes page and these wets sites. ALPINE. wwv+. alMeitw.com, TPI. www. (post SBCA: wwwsbcindustrY.wm, ICC. w ,ccsafe ora Orlando FL, 32821 Job Number: 20678 i Ply 1 i SEQN: 142395 1 T1 COMW Cust R408 JRef lWb04O80026 7511 A ELEV- OP_ TRAY /7511 A ELEV- OP TRAY -DAVID WEEKLY Qty 1 FROM RF DrwNo 137-18-0740.40990 Truss Label: B02 KM / DF 05/17/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0,00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 5'3" 12 97' 1T l0"4 5'3"12 4,3"4 4'3"4 5'3"12 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: It EXP:B Mean Height: 22,66 it TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 ft Loc. from endwall: Any GCpr 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C$C member design. 4X4D 197' 4.7,. 97' 197' Snow Criteria (Pg,Pf In PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0,031 H 999 240 Lu: NA Cs: NA VERT(TL): 0,083 H 999 180 Snow Duration: NA HORZ(LL): 0.013 H - - HORZ(TL): 0.025 H Code ! Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.352 TPI Std: 2014 1 Max BC CSI: 0.813 Rep Factors Used: Yes Max Web CSI: 0.203 FT/RT:0(0)/0(0) Plate Type(s): WAVE i VIEW Vec 17.02.01A,1114.21 W. y /* AT NRSR M4< V iyF 027s._fN_, 1'3" -- A Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL l W B 803 / 189 / 430 / - / 129 / 4.0 F 827 J 198 / 445 (- / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - C 556 -1145 D - E 459 - 870 C - D 467 - 871 E - F 552 -1140 Maximum Bot Chord Forces Per Ply (Ibs) Chords Te_ns.Comp. Chords Tens, Comp. B - H 977 - 373 — H F LL -_ 971 - 390 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - H 534 - 198 05'1 7'2018 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 BCSI (BuildingcentSfety. Information, bVV TPI an SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporarypoi38SI.-Unless noted otherwise top chord shall have properly attached structural sheathing and bottom hord shall have a progedydrigideelhnqLocationsshownforPermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, B7 or B 10. cable. Apply pfates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer toas16OA-Z for standard plate positions, a division of ITW Building Compon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build thectanformancewithANSITPI1, or rpor handling, shippin?, installation and bracing of.trussesA eal on this dr wing or cover page, this drawing indicates acceptance of pro essiona en ineerin responsrbihty solely ipr khe desr n shown. The sui9abilitywofthisdrawingforanystructureistheresponsibilitofthewildingDesignerperANSI/TRI 1 S c.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20678 ! Ply 1 i SEON: 142396 1 T14 / COMN Cust: RR408 JRef lWb04O8OQ26 7511 A ELEV. OP TRAY 17511 A ELEV- OP_ TRAY -DAVID WEEKLY I Oty: 3 FROM RF DrwNo: 13 7 18 0424 56080 Truss Label: B03 KM / BAF 05/17/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0,00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 53"12 , 97" 1X10114 197' 53"12 4.3"4 4.3"4 ` 5'3"12 F- 1.4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP;B Mean Height: 22,74 ft TCDL: 4.2 psf BCDL: 5,0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 4,2U*4` i 19,2" 9.7.. g.7.. g.7,. t9.2.. Snow Criteria (Pg,Ff in PSF) NOICSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc --R —/ U / Rw / Rh / RL / W -... Pf: NA Ce: NA VERT(LL): 0.030 G 999 240 B 809 / 193 / 430 ! - / 114 / 4.0 Lu: NA Cs: NA VERT(TL): 0.083 G 999 180 F 721 / 160 / 371 / - / - / - Snow Duration: NA HORZ(LL): 0.014 G - - Wind reactions based on MWFRS HORZ(TL): 0,025 G B Min Brg Width Reg = 15 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = - Bldg Code: FBC 2017 RES I Max TC CSI: 0280 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0,823 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0206 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) i Chords Tens.Comp, Chards Tens- Comp. Plate Type(s): WAVE VIEW Ver:17.02.01A.1114.21 1 B-C 311 -1159 D-E 268 -887 C - D 252 -886 E - F 328 -1170 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp. B - G 990 - 230 G - F 1005 - 231 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D-G 541 -121 Is a es AE 00 278 ®Rr`'7daP ._ N A _ wta 05,` 17r201 8 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, handlincctt shippping installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSaafetyInformation. byY TPI and SBCA) fd? satety practices prior to performing these functions. installers shall provide temporarybracingper01.. Unless noted 0 herwise.top chord shall have properly attached structural sheathing and bottom hord shall have a properyattach&d rigid ceiling Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BC I sections B3, 67 or 910, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer todrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc, shall not be responsible for any deviation from this drawinqq anV failure to build thetrussinconformancewithANSII, or for handlin shi ping, installation and bracing of trussesA gal on this dr, wirV or cover pagefistingthisdrawingindicatesacceptanceofgfro'essgone engineering responsibility solely r the Ms ggn shovdn. The suitabilityanduseofthisdrawingoranystructureisaresponsibilityoftheBuildingDesigrterperANSI/TP 1 Sec.2. n!rw rcnwar 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 20678 7511 A ELEV, OR TRAY 17511 A ELEV, OP TRAY -DAVID WEEKLY Truss Label: C01 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. BDesLd: 37.00 1 Mean Height: 21.60 ftNCBCLL: 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 If Loc, from endwall: Any GCpt: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bet chord 2x4 SP 42 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. 54" 54" 2' TYP) Ply 1 SEON 142397 / T6 GABIL Cust R408 JRef 1Wb04080026 Qty I !FROM RF DrwNo 137 1&0740 46060 i KM / OF 05/1712018 1018" 54" 3' 4- 4X4 D 10, 81, 1 0_' 8 ------------- ------ 10,81, Snow Criteria ( Pg,Phn PSF) i Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PIP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): 0.001 J 999 240 Lu: NA Cs: NA VERT(TL): 0.002 J 999 180 Snow Duration: NA HORZ(LL): -0,001 H - - HORZ(TL): 0.001 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TCCSI: 0.294 TPI Std: 2014 Max BC CSI: 0,060 Rep Factors Used: Yes Max Web CSI: 0,062 FT/RT: 0(0)/0(0) Plate Type( s): WAVE VIEW Ver: 17.02.01A.1 114,21 ATE O( F 4 z 1 0 278 0 17 2018 O 20' 4" 141 1, 8" --- a A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W B* 94 / 22 /41 /- /8 /128 Wind reactions based on MWFRS B 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 fabricatin handli shipping inqtalfing,and bracinp. Refer to and follow the latest edition of SCSI (Building S fetyInformation, b 31 W 's, E ractices prior I r , r ,i TPIanSBCA) o perfo ming these functions. Installers shall provide tempora,, B8SL Unlessnotedoherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a properly y installedperBCIsectionsB3B7or10aidceilinaLocationsshownforpermanentlateralrestraintofwebsshallhavebracin19e, Aoo v plates to each face of truss and position as shown above and on the JoinpOetails, unless noted otherwise. Refer to Alpine, a division of ITW Buildin;+Components Group Inc, shall not be responsible for any deviation from this drawing,an u failureto build the truss inconformancewithANSIPI1, or for handlinj shipping, installation and bracing of trussesA teal on this drawl g or cover pa listing thisdrawing, Indicates acceptance of pro) ess (on engineeninig responsibility lixt . pons bilitysolelyorthsdesanThesuiifityAb nhown. and useofthisrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/T I I 1 0N", 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: CO2 Loading Criteria (psf} TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 ,8" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.60 ft TCDL * 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design, 5'4" 54" Ply: 1 SECIN 142398 T 12 Oty 1 FROM RE L__—L --- --------------- 10,81, 5'4" 4X4 C 10 '8" 5'4" 5'4" Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Mise Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 5*4" 10,81, Defl/CSI Criteria PP Deflection in lac L/defl L/# VERT(LL): 0.007 F 999 240 VERT(TL): 0.018 F 999 180 HORZ(LL): 0.003 F - HORZ(TL): 0.005 F Creep Factor: 2.0 Max TCCSI: 0.310 Max BC CSI: 0.247 Max Web CSI: 0,086 VIEW Ver: 17.02.01A.1114.21 FEZ ATE 0 r10 278 0 17 2018 Cust R408 JRef lWb04O80026 DrwNri 137.18 0741 02070 KM / DF 05/17f2018 I ih 1-, 20'4" A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W B 504 1116 1284 /- 189 14.0 D 504 / 116 / 284 1 - I - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brg Width Reg = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens, Comp. 6 - C 307 -501 C-D 307 -501 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens, ConniR, 6 - F 3% -109 F-D 396 -109 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 di hipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building P, S fety Information, b TPI nSIEN)"Msafety practices prior I performing these functions. Installers shall provide temporary) 68SI, Unless noted o herwise,top chord shall have properIx attached structural sheathing and bottom ghord shall have a proper yjidcei'm. Locations shown forpermanent lateral restraint (webs shall have bracinp installed per C I sections B3, 67 or 10, ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A,Zfar s standard platepositions. a division of iI-i j,orrorn acceFtance any structure his dr wmj,an failure to build the on thisdr, g wi gorcover poa L4L0qsAqn Rhown. The suitability ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply: 1 j SEQN: 142399 / T45 EJAC Cust R408 JRef: 1 Wb04080026 7511 A ELEV Op TRAY 17511 A ELEV. OP. TRAY •DAVID WEEKLY Oty: 5 FROM: RE DrwNo: 137.1&0741.04803 Truss Label: DO1 KM / DF 05/17/2018 5:'S"" 12 5'2"4 5'•4 5'2"4 '2' ll\ 3X4 5-5-12 5'0"& Pi''8 5'12 Loading Criteria (psf) Wind Criteria Snow Criteria — (P9,Pf fn PSF) OefI/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 i Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L/# Loe R U l Rw l Rh / RL 1 W TCDL: 7,00 Speed: 139 mph i Pf NA Ce: NA VERT(LL): NA i B 307 / 46 / 110 t - / 63 / 3.5 BCLL: 0,00 I Enclosure: Closed i Lu: NA Cs: NA VERT(TL): NA D 187 / 43 / 40 / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 F - Wind reactions based on MWFRS Des Ld: 37,00 HORZ(TL): 0,006 F B Min Brg Width Req = 1.5 Mean Height: 15.00 If9NCBCLL10.00 Code I Misc Criteria CreepFactor: 2.0 D Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2,00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.218 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 I Max BC CSI: 0,216 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: 0,104 Maximum Web Forces Per Ply (Ibs) Loc- from endwall: AnY FT/RT:0(0)/O(0) Webs Tens.Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE t eVIEWV02.01A.111421 C - D 729 -478 Lumber Top chord 2x4 SP 92 Dense Sot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Rt Bearing Leg 20 SP #3: Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. MV R q N hxP d C1Q; ,* e<, yµ'wy }gq Akt 0 278 i'(eTY t NA'I_ 05117 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, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building vent 5 fety Information, bV TPI and SBCA) tb safety practices prior to performing these functions. Installers shall provide temperasperBGSt. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hard shall hav a properlydrigqidceiiinLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginstalledperBCIsections63, 7 or 810, Icable. Applgy fates to each face _oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEis160A-Z for standard plate positions. a division of ITW BStildingCompon tits Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w„.,. Q"MlycpnformancewithANSIPI1, or or handlinshippin, Installation and bracin9 of trussesA teal on this dr8wirnig or over paga 6750 Forum Drive thisdrawinggindicatesacceptanceofpro'essional engineerin responsibility solely for the dest n hewn. he suif3bibty Suite 305 aofthisdawingforanystructureistheresponsibilityoftheluildingDesignerperANSIITPI1Sc.l. nfnrmat van the h e nenaral r _c n;nn anti ihnsw wah sitHs ALPINE www aioineitw rain TPt. mvw.tmst ore: SBCA. www.sbeindustry coin- ICC: wY .(:csafe ora Orlando FL, 32821 Job Number: 20678 7511 A ELEV. On TRAY t7511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: D02 Loading Criteria (psf) TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: - —3-766 - NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Ply 1 SEQN 142400 / Tl 9 EJAG Cust: R408 JRef lWb04O80026 Oty 2 FROM: RF DrwNo 137 18,0741 18180 KM / DF 0511712018 5'112 3'4" 4524 5' 3' 4" l'1 0"4 '2' 3X4 D12 i112X4 B E eYs --- - ------- A ----------- I -------- A- 0* H F it 2X4 3XG6 2X4( A 1 111 2X4 5' 5 12 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 15,00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. 3' 4 - - 3' 4" Snow Criteria (Pg,Pf,n PSF) Pq: NA Ct: NA CAT: NA Pf' NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT: 0(0)10(0) Plate Type(s): WAVE 1' 8"8- __ .4 578 1 ' 11278i i$ l 2 C) efI1CSI Criteria PIP Deflection in Inc Lldefl L/# VERT( LL): 0.022 H 999 240 VERT( TL): 0.057 H 999 180 HORZ( LL): 0,010 C - - HORZ( TL): 0.017 C Creep Factor: 2,0 Max TC CSI: 0.211 Max BCCSI: 0.190 Max Web CSI: 0,088 VIEW Ver: 17,02,01A.1114.21 TAB' OW- fO27805; 1 7`2018 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W B 307 l 46 /110 /63 /3,5 E 187 43 140 /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = 1.5 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D- E 577 -490 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGi IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in lfabricatin8, handling, shipping, installing and bracing. Refer to Tnd follow the latest edition of SCSI (Building EComponentSafetyInformation, b, TPI on SBCA) r safety Oractices prior to performing these unctions. Installers shall provide tempera bractn2fer01. Unless noted o herwtse.top chord shall have properly attached structural sheathingand bottom hord shall hav property attachadceiliny, Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sectionsB3, 7Ror 10, 3 1, asapplicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildii 4Components Group Inc. shall not be responsible for any deviation from this dravviotan failure to build the trussinconformancewithANSIPI1, or for handling, shipping, installation and bracmi of trussesA seal on this dr wi 9 or cover page listingthisPrawing, indicates acceptance (?f professional engineering respore bility solely for thsdesPn 0 The suitability anduseothisrawingforanystructureisIveresponsibilityoftherloulldingesignerperANSI/T 11 enh shown. ALPINE w. QW_' 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 Ply 1 1 SEQN: 142401 1 T20 I EJAC Cust RR408 JRef 1Wb04O80026 7511 A ELEV OP, TRAY 17511 A ELEV OP TRAY -DAVID WEEKLY Oty 6 FROM: RF DrwNo: 137.18.0424 56112 Truss Label; D03 KM I BAF 05/17/2018i 2'4" 12 28" 4--- 2'4"12 Y4 1112X4 , 1211 4 10 M 01 F EA1112X4Z2X,t(Al) V 1-2- 2' - 4' - "I - 2 2'4"12 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NF 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 ---- 7_0_0 EXP: n Height: 15,00 ftMeaB 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: h to 2h 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 1 FT/RT:0(0)/0(0) GCpi: 0. 18 Plate Type(s): i Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 92 Dense But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 0efllCSl Criteria I A Maximum Reactions (lbs) PP Deflection in loc L/defl L/# I Loc R / U I Rw /_Rh_ / RL / W VERT( LL): NA B 203 / 3 /135 /42 /8.O VERT( TL): NA E 76 /8 f52 11,5 HORZ( LL): 0,000 C Wind reactions based on MWFRS HORZ( TL): 0.001 C B Min Brg Width Req = 1,5 Creep Factor: 2.0 E Min Brg Width Req = - Max TC CSI: 0,105 Bearing 6 is a rigid surface. Bearing 6 requires a seat plate. MaxBCCSI: 0.056 Max Web CSI: 0,025 1 Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1 114.21 M-. c TE b# 4 x, t, O 278 N A 05i 17r2018WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re? extreme care in fabricating, handling, shippin, istalling and bracing. Refer to and follow the latest edition of BCSi (Building InigreexrerTornponen efety Information, b PI SBCA) r safety ractices prior to performing these functions. Installers shall provide temper bracinperBSI, Unless noted 0 herwiSe.top chord shall have properly attached structural sheathingand bottom hord shall have a properly attachg5idceiling. Locations shown for permanent lateral restraint f webs shall have bracinginstalled per BC I sections 83, B7 or 10, asapplicabe. Apply plates to each face of truss and position as shown above and on the JoinDetails. unless noted otherwise. Peter to drawings16OA-Z For standard plate positions. Alpine. a division of ITW Buildin nts Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the truss in conXrmaric with ANSI 1 1, or or handling, shipping, installation and bracing of truss?sA val th;drawing or er p w ni,, of K), on 18tility listingthisindicatesaccelanceoessionaengineeringresponsibilitysoelyrthen.shown. We su str ucture I a anduseothisrawingoranysructureiseresponsibilityofthebuildingDesig%er per ANSIITPI ec 2. For nore information see this ions general notes Page and these web sites ALPINE www,Ilpne,twcony ,TPI —tp.nSt0rq.SBCA —5bondustrycoot ICC w Gcsaf, ALPIN 1.49& 11 . E 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20678 Ply 3 7511 A ELEV OR TRAY /7511 A ELEV OR TRAY -DAVID WEEKLY Oty 1 Truss Label; FG1 3 Complete Trusses Required T- 2'610 4'9"8 7'0"2 9'1 "4 10'8'A 2'6"10 2714 2210 2'11 "2 117" 4X6[11 3X6[51 - 3X6[71 III 2X4 A 8 C D E F T SEQN: 142451 / T24 FLAT Cust: R408 JRef: lWb04O8OO26 FROM DrwNo 137 18 0741 22450 KM / DF 05/1712018 1211 "2 152" 17'4"10 1911"4 27' 14 2* 2"14 2'2"10 2*6"10 3X6[221 4X6[ 241 G H I T2 i 10' 4X6t4] _— 3X6[ 6] - 3Xb[8] = H0912 = 3X(5[1 7] _— 3X612 1 j = 4X6[231 19'11 "4 2-2.10 22"14 2'1"10 2,6"2 1,10-8 2'4"6 2'1"10 2'2"14 2'2"10 2'2'* 10 4'5"8 6 T2 9'1"4 110"1 Vl$ 13'4"2 15'5"12 17'8"10 119"11 "4 Loading Criteria (psf) Wind Criteria TCLL: 40D0 Wind Std: NA TCDL: 10.00 S ipeed, NA mphBCLL: 0,00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NA Des Ld: 55. 00 Mean Height: NA ft NCBCLL: 10,00 TCOL: NA psf Soffit: 2D0 BCDL: NA psf Load Duration: 1. 00 MWFRS Parallel Dist: NA Spacing: 24,0 C&C Dist a: NA it Loc, from endwall: NA 1: NA GCpr NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense 72 2x4 SP #2 Dense: Bot chord 2x6 SP SS Webs 2x4 SP # 3:W2, W4, W16, W18 2x4 SP #2 Dense: Nailnote Nail Schedule: 0. 128"x3", min. nails Top Chord: 1 Row @ 4.25" o,c. Bat Chord: 1 Row @ 12,00" o,c. Webs : 1 Row @ 4" o.c, Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting, Special Loads Lumber Dur.Fac.= 1.00 / Plate Our,Fac.=1.00) TC: From 185pifat 0.00 to 185 pif at 11.06 TC: From 50 pit at 11,06 to 50 pff at 19.94 BC: From 5 pit at 0.00 to 5 pit at 19.94 TC: 201 In Conc. Load at 1,02 TC: 222 lb Conc, Load at 3.05 TC: 288 lb Conc. Load at 5.00 TC: 360 lb Conc. Load at 7.14, 9.05 TC: 1372 lb Conc, Load at 10,88 TC: 144 lb Conc. Load at 12,92,14.92,16,92,18.92 BC: 76 lb Conc. Load at 0,00, 2.00, 4.00, 6.00 8.00,10, 00 BC: 902 lb Conc. Load at 10,92 BC: 144 lb Conc. Load at 112,92.14.92,16.9218,92 Plating Notes All plates are 3X4 except as noted, Snow Criteria (P9. Pf,n PSF) ' Defl/CSI Criteria Pq: NA Ct: NA CAT: NA) PP Deflection in loc L/defl U# Pf: NA Ce, NA 1 VERT(LL): 0,403 E 593 360 Lu: NA Cs: NA VtKI(IL)' 1.180 E 302 240 Snow Duration: NA HORZ(LL), 0,054 A - - HORZ(TL): 0. 107 A Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.964 TPI Sid: 2014 j Max BC CSI: 0.941 Rep Factors Used: Yes Max Web CSI: 0.850 FT/RT:0( 0)/0(0) Plate Type(s): WAVE, HS VIEW Ver. 17.02.01A.1 114.21 Plate Shift Table J T Plate ChordJT Plate Chord No Size Shift Site No Size Shift Bite 11 W4X6 2. 75 L 1.25 41 W4X6 2.75 R 1,25 51 W3X6 235 L 1,25 61 W3X6 2.75 R 1,25 71 W3X6 2, 75 L 1.25 81 W3X6 1.50 R 1,25 171 W3X6 4, 50 R 1,25 211 W3X6 2.75 L 1,25 221 W3X6 2. 75 R 1.25 231 W4X6 2.75 L 1.25 24] W4X6 2, 75 R 1,25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed AT E 40 278 % 441rrtvj toktl 05/ 1 T2018 A Maximum Reactions (lbs) Loc R / U /Rw / Rh /RL /W T 4257 1 - /7. 2 U 3652 / - / 6.0 T Min Brq Width Req = 1.7 U Min Erg Width Req = 1.5 Bearings T & U are a rigid surface. Bearing T requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. A-B 0 -2769 F-G 0- 7985 B-C 0 -5116 G-H 0 -6586 C-D 0 -6791 H - 1 0 -4718 D-E 0 -7797 I-j 0 -2470 E-F 0 -7797 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. Uornp. S - R 3140 0 O-N 6802 0 R-Q 5395 0 N-M 4984 0 Q_P 6991 0 M-L 2789 0 P-0 8090 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens, Comp. A-T 0 -1297 O-G 1319 0 A- S 2993 0 G-N 0 742 S - B 0 -1275 N - H 1785 0 B - R 2203 0 H-M 0 915 R - C 0 -958 M - 1 2149 0 C_Q 1556 0 I-L 0 1096 O-D 0 -685 L- J 2672 0 D - P 887 0 J - K 0 1111 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revire extreme care in fabricating, t dl h istalling and bracing. Refer to and follow the latest edition of SCSI (Building fety Information, b TPIan198A)"& I ' " 'r Component S S sa Ny actices prior to perfo ing these functions. Installers shall provide tempera bracing per 38SI, Unlessnotedoherwise,top chord shall have properl attached structural sheathingand bottom hord shall have a properly naid ceiliny, Locations shown for earianent lateral restraint I webs shall have bracin attach installed per BCI sections B3, B7 or 10, as applicable. Apply platestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Refer to drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Suildin ,jComponents Group Inc. shallnot be responsible for any deviation from this drawrng,an, failure to build the truss in conformance withANSIP11, or for handling, shipping, installation and bracing of truss,?,s,A eal on thisdrawl q or cover page I bill ? 4 listingthisdrawing , indicaesacceptanceofpro) essionak engineering Eaq t Pons i i soayorthedespnshoWn. The suitability and use o thisgrawingioranysacceptanceistheresponsibility of the, Building Designer per A ec.2. For more infpmiatipn see thistr`s eneral notes a e end these web sites. ALPINE. www.al inaitw.corn TPI: vww.t insLo : SeGA. w,w.sbcmdust ,,, ICC -Gcsal ALPINICE 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20678 7511 A ELEV OP TRAY f7511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: FG2 2 Complete Trusses Required Ply. 2 SEON 142454 / T26 FLAT Gust: R408 JRef lWb04O8OO26 Qty I FROM RF DrwNo 137 18 0741,47860 KM / OF 05117/2018 3'1 "4 6'0" 12 9'2" 3'11 "4 2'11 "8 3'11 "4 3X6(11 :iI 2X4 1112X4 3X6% A B C W2 4 10, 4- EHGF 3X6141 = 3X6171 1112X4 III 2X4 2'10"4 2'10"4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0,00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0,00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24L0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCOL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpr NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Dense Bat chord 2x6 SP SS Webs 2x4 SP #3:W2, W5 2x4 SP #2 Dense: Nailnote Nail Schedule:0,128"x3", min, nails Top Chord: 1 Row @12.00" o.c. Bat Chord: 2 Rows @ 6.00"o,c, (Each Row) Webs : I Row @ 4"o,c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur,Fac.=1.00 / Plate Dur,Fac.=1,00) TC: From 100 pff at 0.00 to 100 pif at 9.17 BC: From 10 pif at 0.00to loplfat 9,17 BC: 888 IbConc. Load at 1.42,3.42,5.42,7.42 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W3X6 2.25 L 1.25 41 W3X6 1,75 R 1.50 71 W3X6 4,25 R 1.50 81 W3X6 2.25 R 125 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 9'2" 3'5"8 6'X 12 210"4 97' Snow Criteria (Pg,Pf.n PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL), 0.076 6 999 360 Lu: NA Cs: NA VERT(TL)- 0.139 6 999 240 Snow Duration: NA HORZ(LL): 0.015 A - - HORZ(TL): 0.022 A Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.631 TPI Std: 2014 Max BC CSI: 0A70 Rep Factors Used: No Max Web CSI: 0,674 FT1RT:0(0)/0(0) Plate Type(s): 1_V1EWVer-: WAVE 17.02.01A. 1-114- 2-1 ATE 0 278 'NNA- 05 17 2M A Maximum Reactions (lbs) Loc R I U /Rw /Rh IRL 1W H 2345 1 - 14.0 E 2216 /- /4.0 H Min Brg Width Req = 1,5 E Min Brg Width Req = 1.5 Bearings H & E 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. A-B 0 -2550 C-D 0 -2W B-C 0 -2571 Maximum Bat Chord Forces Per Ply (Ilas) Chords Tens.Comp. G - F 2571 0 Maximum Web Forces Per Ply (lbs) Webs Tens,Comp, Webs Tens. Comp. A-H 0 -%7 F-D 2655 0 A-G 2655 0 D-E 0 -905 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,haodk&shipping, installing and bracing. Refer to and follow the latest edition of SCSI (building Component Safety Information, b, TPI nSBCA) safety iactices prior to performing these functions. Installers shall provide temporary bracingper 38SI. Unless noted a herwise.top chord shall have properIx attached structural sheathin and bottom horcl shall have a properlyattachedrigidLocationsshownforpermanentlateralrestraintfwebsshallhavebracinginstalledperBCIsectionsB3B7orlWasapplicable. Apply plates to each face otruss and position as shown above and on the Join Details, unless noted otherwis6, keferto drawings16OA-Z for standard plate positions, any I i" from this drawingany failure to build the ksealonthii drwing or cover pa f%t t Pedesshown. he suilrbility P, an ANIc. 2 . ANE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 ; Ply 1 SEON: 142411 1 T11 MONO{ Cust R408 JReE tWb040$0026 751I A ELEV- OR TRAY 17511 AELEV- ORTRAY-DAVID WEEKLY ' Oty 1 FROM: RF DrwNo: 137 18 0741 52620 Truss Label JGi Page 1 of 2 KM / DF 05/1712018 Loading Criteria (pelt I Wind Criteria TCLL_ 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL 10,00 Risk Category: II i EXP: B Des Ld: 37.00MeanHeight: 22.43 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " CkC Dist a: 3,00 if I Loc. from endwall: not in 4,50 ft j GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur. Fac.=1, 25 Plate Dur,Fac-=1.25) TC: From 56 plf at 0,00 to 56 plf at 7,00 BC: From 10 pit at 0,00 to 10 plf at 7,00 BC: 721 Ib Conc. Load at 1.40, 3.40, 5.40 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite t 61 W 3X6 1.25 R1.50 t 8j W 3X6 S 3,25 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 6" 15 7' 7' 3'11"5 3' 11"5 ' Snow Criteria (Pg.Pf, n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE A 3'0" 11 j--------'( Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in Inc L/defl L/# Loc R / U / Rw 1-Rh / RL / W VERT(LL): 0.025 D 999 2401 A 1372 l 335 1- 14,0 VERT(TL): 0.065 D 999 180 1 C 1250 / 306 (- 1- 1- HORZ(LL): 0.011 D - Wind reactions based on MWFRS HORZ(TL): 0.021 D A Min Brg Width Req = 1.6 Creep Factor 2.0 C Min Brg Width Req = - Max TC CSI: 0. 682 Bearing A is a rigid surface. Max BC CSI: 0, 545 1 Members not listed have forces less than 3754 Max Web CSI: 0.775 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver 17.02, 01A.1114.21 1 A - B 388 -1603 M' a 1p * q,$ 4 tt0 278 NAk e8 trrat ttaatl 05i 17r2018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1362 - 309 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2034 - 459 B - C 267 - 1008 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building t S fery Information, byY TPI and SBCA) fb sa ety practices prior to performing these functions. Installers shall provide to porary BeSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathingg and bottpm hord shall have a pro erlly did ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperE3G1sectionsB3, B7 or 10. le. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to 60A-Z for standardplatepositions, a division of rri 1,orrorn acce tance any s ructure failure to build the I or cover pa e n. The sui bilityALPINENE6750Forum DriveSuite 305 Orlando FL. 32821 Job Number: 20678 7511 A ELEV OP TRAY 17511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: JGI 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 mayexist 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=6'9" uses the following support conditions: 6'9" Bearing C (6'9", 20'4") HUS26 Supporting Member: (1)2x6 SP #2 14) 0,148"x3" nails into supporting member, 4) 0.148"x3" nails into supported member. Ply I SEQN: 142411 1 T 11 MONOI Cust: R408 JRef: lWb04O80026 Qty 1 1FROM RF DrwNo. 137 18 0741 52620 Page 2 of 2 KM / OF 0511712018 is AT ES/ ONZ00 278 05r 17 2018WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses repire extreme care in fabricatin h dl h , installing and bracing. Refer to and follow the latest edition of SCSI gilding In& ' I , ping priortoperforningthesefunctions. Installers shall provide te pora Componen fety Information, b, TPI anhgCA) safety bracing per Bin. Unlessnotedoherwise,top chord shall have properly attached structural sheathingand bottom ghord shall hav%a progel attachUn id h LocationsshownforpermanentlateralrestraintfwebsshallhavebracinginsalledperBCIsectionsB3, 7 or 10, as applicable. CelillplrplYy platestoeachfaceoftrussandpositionasshownaboveandontheJoinOetails, unless noted otherwise, Refer drawings 16OA-Z far standard plate positions. Alpine, a division of ITW Build IiAComponpnts Group Inc, shall not be responsible for any deviation from this drawinq,any failure to build the truss in ra withANIPI1, or or handlinj shipping, installation and bracing of trussesA seal on this draw! or ?,,, p, h, p flity listingc n awcOilatistinth9ts111ni, indicatesacceptanceof )esslonA engme,%" solely for the desr sho n. a sui a I 0 g responsibill % anduseothisrawingtoranystructureis9. responsibility of the Building Desig erper ANSI[TP1 1 2. KOM= 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: E.17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37,00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24,0 " 7' 1'4" — ----- I— 7' Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bet chord 2x4 SP Q Dense Wind Wind loads based on MWFRS with additional C&C member design, Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CATi N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code t Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord. Provide (2) 160 common(0.162"x3,5") toe -nails at bottom chord. Ply: 1 ISEQN: 142402 / TIO fEJAC Gust: RR408 JRe( 1Wb04O8OO26 Qty 8 FROM: TH DrwNo 137 18 0424.55987 KM I DF 05/17/2018 Le 2310"11 20'4" Defl/CSI Criteria I A Maximum Reactions (Ibs) PP Deflection in toe L/defl L1# l LocI—_ R U f Rw / Rh /_RL I W VERT(LL): NA B 360 61 /220 /124 14,0 VERT(TL): NA D 127 l - /84 /1.5 HORZ(LL): 0.013 D C 169 l 81 167 11.5 HORZ(TL): 0.023 D Wind reactions based on MWFRS Creep Factor: 2.0 1 8 Min Brg Width Reg = 1.5 Max TC CSI: 0,598 i D Min Brg Width Reg = - Max BC CSI: 0,455 C Min Brg Width Reg = - Max Web CSI: 0,000 Bearing B is a rigid surface. VIEW Ver: 17.02,01A,l 114,21 M_ 0. 70040 ATE C_F k" J o0 278 7NA tt 05 17 2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatin h ndl higyyi ng , installing and bracing, Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation. bj TPI 0'30)% ssa practices prior to perfooq these functions. Installers shall provide temperaiTer38SI. Unless noted o herwise,top chord shall have properix attached structural sheathing and bottom hord shall hav progPVrigidceiling. Locations shown for Permanent lateral restraint f webs shall have bracing installed per BC I sections B3, 7 or 10icabe. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer toas160A-Z for standard plate positions. a division of ITW Buildin ,;+Componrnts Group Inc, shall not be responsible for any deviation from this drawingany failure to build the cconformancewithANSIPI1, or for handling, shipping, installation and braciniol'trussesAgal onthis dr-lwingor aver this erawing, indicates acceftance 9f oessiona engineering responsbill solely rthe des rishown. h sp.2.1bilityieothisrawingoranystructureisKeresponsibilityoftheuildingDesig%er per ANSI/TPI I design 0.` 11 Z2'`M 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 20678 7511 A ELEV. QP. TRAY /7511 A ELEV. OP. TRAY -DAVID WEEKLY Truss Label: EJ7T T 1 4 2,4„ 2 4„ Loading Criteria (psf) I Wind Criteria j Snow Criteria (Pg.Pfm PSF) TCLL: 20.00 1 Wind Std: ASCE 7-10 1 Pg: NA CL NA CAT: NF TCDL: 7.00 1 Speed: 139 mph I Pf: NA Ce: NA BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10,00 j Risk Category: 11 Snow Duration: NA Des Ld: 37.00 MeanH eight: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Code t Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: ht2 to h 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)10(0) GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 92 Dense Sot chord 2x4 SP #2 Dense Webs 20 SP #3 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 cornmon(0.162"x3.5") toe -nails at bottom chord. is Ply 1 SEQN: 142457 1 T42 EJAC ( Cust: R408 JRef 1 Wb04O80026 Qty: 4 I FROM: RE DrwNo. 137.18.0741-56827 KM t DF 05/17/2018 C 1 _ 23' 10" 1 1 T_ i fV I 21' 4" r> 20'4" 4' 8„ 7' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Lldefl Ll# Loc R l U Rw 1 Rh 1 RL 1 W VERT(LL): 0. 184 G 446 240 1 S 360 128 1 220 1 - 192 14.0 VERT(TL): 0. 490 G 243 180F 103 / - 168 / - 11.5 HORZ(LL): 0.091 F E 188 l 53 / 83 1- l 1,5 HORZ(TL): 0.167 F Wind reactions based on MWFRS Creep Factor 2.0 B Min Brg Width Req = 1-5 Max TC CSI: 0, 801 F Min Brg Width Req = - Max BC CSI: 0, 286 E Min Brg Width Req = - Max Web CSI: 0. 074 Bearing B is a rigid surface. VIEW Ver: 17.02. 01A.1114.21 in t P.4 J 4Pdp a 5 00 278 `IONAk 05 172018 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, handlingq shi, ping installing and bracing. Refer to and follow the latest edition of BCSI T ilding t ggafety Information, byYTPIanSBCA) fb sa ety Ppractices prior to performing these functions. Installers shall provide to i porarrYY B( SI. Unless notedotherwise,top chord shall have properlyY attached structural sheathing and bottom 4hord shall have a pro9pe 1y iid ceilingq- Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsections63, B7 or 810, A Apply plater toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to 60A-Z for standardplatepositions. a division of any his drawin any failure to build the on this drawing orcoverpage , Le des_gn shovVn. The sw bility 4LPINE r rw:::;wvn 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20678 1! Ply 1 SEON 142404 / T9 / JACK i Cost_RR408 JRef 1Wb04O80026 7511 A ELEV- OP TRAY (7511 A ELEV- OPTRAY-DAVID WEEKLY Oty: 6 ;FROM RF i DrwNo: 137-18.0424-56111 Truss Label: CJt KM / BAF 05117/201812 6 4"3E 1r^ tr tt Loading Criteria ( psf) i Wind Criteria TCLL: 20.00 I Wind Std: ASCE 7-10 TCDL: 7.00 i Speed: 139 mph BCLL: 0.00 i Enclosure: Closed BCDL: 10,00 C Risk Category: 11 EXP:B Des Ld: 37. 00 MeanHeight: 20.60 If NCBCLL: 10.00 j TCDL: 4.2 psf Soffit 2.00 BCDL: 5. 0 psf Load Duration: 1.25 1 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 Q Locfrom endwall: Any GCpi: 0. 18 Wind Duration: 1. 60 Lumber Top chord 2x4 SP 42 Dense Bet chord 2x4 SP #2 Dense C A j 20' 10"11 LO 20' 4" 1' Snow Criteria Criteria ( Pg,Pf , n PSr) ( Defl/CSI Criteria Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl Ll# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL):-0. 000 D HORZ(TL): 0.000 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.198 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s):-_-_____ WAVE VIEW Ver: 17.02.01A. 1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common( 0.162" x3.5") toe -nails at top chord. Provide (2) 16d common(0.162" x3.5") toe -nails at bottom chord. IT ATEQ 0 278` ` NA. Maximum Reactions ( lbs) Loc R / U 1 Rw / Rh / RL / W B 201 / 56 / 137 / - / 32 / 4. 0 D 9 /10 115 /- /1.5 C -36 / 36 / 24 (- / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1. 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# 05 17r20I8 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer toand follow the latest edition of SCSI (Building Component S fety. Information, byY TPI anaSBCA) fbr safety practices prior to performinc these functions. Installers shall provide temperarvry bracin per l38SI. Unless noted otherwise,topchordshallhaveproperlyattachedstructuFaisheathingandbottom4hordshallhaveaproperlyattachcfrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicabl Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise- f efer to drawings 16(A-Z Foe standard platepositions. Alpine, a division of ITW Bt!ilding Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI T'PI1, or for handlinq, shipping, installationand bracinq of truss sA seal on this drbwirig or ver pagge . listing this drawing indicates acceptance of professionalengineeringreponsibilitysoe(ely for the des i n shown. 'Y a swtabtity anduse of this drawing for any structure is the responsibility of the uiid ng Designer per ANSItTPI 1 Sac.2. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20678 7511 A ELEV. OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: CJ3 Loading Criteria (psn TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld., 37'00 NC8CLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24.0 " 1 1 'k, I I I 1'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP, B Mean Height: 21,10 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 endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense 3' 3' Snow Criteria (P9.Phn PSP) Pg: NA Ct: NA CAT: NA PE 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 Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (2) 16d comrnon(0,162"x3.5") toe -nails at top chord, Provide (2) 16d common(O. 162"x3.5") toe -nails at bottom chord. Ply 1 SEON 142405 1 T8 / JACK Cust. RR408 JRef 1 Wb04O8OO26 Qty. 6 IFROM: RF DrwNo 137 18 0424 56142 KM / BAF 05117120182 1'10" 11 LO 20 '4" Deft/ CSI Criteria A, Maximum Reactions (Ibs) PP Deflection in Inc L/defl L1# Loc_R - / U / Rw R - h I RLI W VERT(LL): NA B 222 / 45 1141 /62 14.0 VERT(TL): NA D 50 1- /36 1.5 HORZ(LL): 0. 001 D C 59 /28 /20 1,5 HORZ(TL): 0. 001 D Wind reactions based on MWFRS Creep Factor: 2. 0 i S Min Erg Width Req = 1,5 Max TC CSC 0,225 1 D Min Brg Width Reg = - Max BC CSI: 0.068 C Min Brg Width Reg = - Bearing B is a rigid surface. Max Web CSI : 0.000 VIEW Ver: 17, 02.01A.1114.21 N -. ATE dO 27N 8 11111Z - Membersnotlisted have forces less than 3759 05 17,2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa eating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Sefety Information, bj`VRI an, SBCA) r safety practices prior to performing these functions. Installers shall provide tempera 3 bract werBS!. Unlessnoted o herwile.top chord shall have properly attached structural sheathingand bottom horcl shall have. pro Pry attach act ceiling. locations shown or permanent lateral restraint of webs shall have bracinginsialledper-13C Isections B3 7 or 910. asapplicabe. Apply Wes toeachfaceorussandpositionasshownabovearidontheJoinDetails, unless noted otherwise. keferto drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildi omponents Group Inc, shall not be responsible for any deviation from this drawing,an t drawing failure tobuildthe truss in conformance withANSTAl1, or for handling, shipping, installation and bracing of trussesA eal on this drawi g or I engmee 'Th.rspilifflbilityistingthis drawing indicatesacceptanceofprofessional ( nA Ill ny gibilitysolely lorthe de n shown. this rellpol signer perANSI/TPI 1sa and use o tisrawingforanystructureistheresponsibilityoftheuildngec.2. For rnore inEomiation see thisiob's oeneral notes Bane and these web sites. ALPINE wwwall)lneitwcovi`FPI wwwtrjinstore ,SBCA w sbandustrycom,ICC -ccsat ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20678 Ply 1 SEON 142406 t T43 JACK Cust. R408 JRef: lWb04O80026 7511 A ELEV- OP- TRAY 17511 A ELEV. OP. TRAY -DAVID WEEKLY Qty. 2 i FROM: RE DrwNa: 137-18.0741-59617 Truss Label; CJ3T KM ! DF 0511712018 E 2X4 12 [} d 21'10"11 Ii2X4 C 21'4" r0 F L . B - i 4'3 20'4" A H G 1112X4 2X4(A1)--- 2'4„ 3„ 14n — - 2'4" 3' Loading Criteria (psn Wind Criteria Snow Criteria (Pq PPin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std ASCE 7-10 Pg: NA Ct NA CAT: NAI PP Deflection in Inc L/defl L(# t_oc R / U / Rw / Rh / RL / W TCDL: 7,04 i Speed: 139 mph 1 Pf: NA Ce: NA ; VERT(LL): 0.007 G 999 240 (B 222 l 45 141 l - 62 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.022 G 999 180 i F 18 / 12 / - / 1.5 BCDL: 10.00 I Risk Category: II Snow Duration: NA HORZ(LL): 0.003 F i E 74 25 38 / - 1.5 EXP. B Des Ld 37.00 HORZ TL : 0.005 F Wind reactions based on MWFRS I Mean Height: 21,10 ft NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0 B Min Br Width Re - 194 - .5 TGDL: 4.2 sfRSoffit: 2.00 gCDL: 5.0 sfp Bldg Code: FBC 2017 RES 1 Max TC CSI: 0.198 F Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 E Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.033 Loc. from endwall: An Y FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi_ 0.18 Plate Type(s): _ Wind Duration: 1,60 WAVE VIEW Ver 17.02,01A.1114,21 Lumber Top chord 2x4 SP 92 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(0.162"0.5") toe -nails at top chard. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. hm r e TAT A f k Re "T 4F { *O 4 NAk- 05 17 2018 11111 -------- WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rewire extreme care in fabricating, handlingq shi in installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byY TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporary _ bracing per B SI. Unless noted otherwlseLop chord shall have properlyY attached structural sheathm9 and bottom hord shall have a propperlyattachedr ,aid ceiling Locations shown for Aermanent lateral restraint of webs shall have bracing installed per BC sections B3. 87 or 810, as applicable. Apply places to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise, f2efer todrawings160A-Z for standard plate positions. LRI N Alpine, a division of ITW Buildingg Gonlpan ms Group Inc. shall not be responsible for any deviation from this drowint army failure to build the w;:wcnee rvrtrussinconformancewithANSITPI1, or or handling, shippin, Instaliatian and bracing of.trussesA eal on this dr wi g or cover pa e , , 6750 Forum Drivelistingthisdrawinindicatesacceptanceofppro7essronatgengineennreponsrbiirtysolelyorthedes'ggn shown. The .m obility Suite For and use of this awing for any structure is the responsibility of the uifdd ng Designer per ANSItTPI 1 Sec.2.305 Far more intormawn see this lob's general notes page and these web sires. ALPINE. — alpmetw. can: TPI. w tp.stc+rg- SBCA. — sbcindustry coin- (CC. vvww. iccsafe '. Orlando FL 32821 Job Number: 20678 7511 A ELEV..OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: C-15 Ply I SEQN 142407 1 T7 / JACK Cust R R408 JRef 1Wb04O8OO26 City. 6 FROM RF DrwNo 137 18 0424 56064 KM / BAF 05/1712018 12 22'10" 11 cam 20'4" A D 2X4(A 1 51 5' Loading Criteria (, pso Wind Criteria Snow Criteria (Pg.PI`,n PSF) Defi1/CSI Criteria A Maximum Reactions (lbs) TCLL: 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA! PIP Deflection in loc L/defi L/# Loc R / U /Rw /Rh /RL 1W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA I VERT(LL): NA B 288 t 51 /179 1- t 92 4.0 BCLL: 0.00 1 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA 1 D 89 /58 BCDL: 10,00 i Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 D iC 116 /54 145 Des I-d-7ii- 66- 1 EXP: BHORZ(TL): 0.007 D i Wind reactions based on MWFRS NCBCLL: 10,00 Mean Height: 21,60 ft TCDL: 4.2 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: Z00 I psf BCDL: 5. 0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.264 D Min Erg Width Reg = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,223 C Min Brg Width Reg = Bearing 6 is a rigid surface. Spacing: 24.0 C& C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0,000 Loc. from endwall: not in 4,50 ft FT/RT:0(0)10(0) I Members not listed have forces less than 375# GCpr 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02,01A.1 114.21 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( O, 162"0.5") toe -nails at top chord, Provide (2) 16d common( 0.162"x3.5") toe -nails at bottom chord, M-. 4 N opOx* 00 27NISNAk- 17 2()Iii WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI uilding Component fety Information, bcIJ TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide to pora bracing per Bin. Unlessnotedoherwise.top chord shall have properIx attached structural sheathin and bottom Chord shall havy progeWy attacheii R wd ceiling. Locations shownfarlateralrestraintfwebsshallhavebracinpinsailedperBCIsections B3 7 or 10 as applicab e. Apply ,,Iates 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 Buildi ACornponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in c fIPI1, or for handlinj shipping, inst?Ilation and bracing of trussesA Val on this drawing or aver pa I ormapce with ANSI %a a ud bfl,ty listing this Prawing, indicatesacceptance9fprofessionalanInresponsibilitysolelyrthsdesanshown. and use o thisrawingloranystructureistheresponsibotheDesigrierperANSI/T I I c.2. w - _QW., 2400 Lake Orange Dr. Suite 150 Orlando FL_ 32837 Job Number: 20678 7511 A ELEV OF TRAY 17511 A ELEV OP TRAY -DAVID WEEKLY Truss Label: CJ5T I 2'4" 1'4" -4 — ----------------- - ---------- 2'4" Ply. 1 SEQN 142408 1 T38 JACK Cust R408 JRet 1Wb04080026 Qty 2 FROM RF DrwNo 137 1&0742 22620 KM / DF 05117120182'8" 5' 11 4 1 22' 10" 1121 '4" J_ ea 20'4" A_ Loading Criteria (psf) Wind Criteria Snow Criteria (Pq,Pf in PSF) 1 DefI1CSI Criteria ' A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg- NA Ct: NA CAT: NAI PIP Deflection in Inc L/defl L/# LocR t U 1Rw /Rh /RL 1W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.060 G 966 240 B 288 51 /179 f- /92 4.0 6CLL: 0,00 Enclosure: Closed 1 Lu: NA Cs: NA VERT(TL): 0,158 G 534 180' F 61 - /40 1- 1,5 BCDL: 10.00 Risk Category: 11 1 Snow Duration: NA HORZ(LL): 0.029 F I E 134 /55 162 1- 11,5 Des Ld: 37.04 EXP: B HORZ(TL): 0.053 F Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 21.60 ft TCDL: 4,2 Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1,5 Soffit: 2.00 psf BCDL: 5,0 psf 1 Bldg Code: FBC 2017RESMaxTCCSI: 0.380 F Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 1 Max BC CSI: 0, 092 E Min Brg Width Reg = - Bearing 6 is a rigid surface. Spacing: 24.0 C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,053 Loc. from endwall: not in 4,50 ft j FT/RT:0(0)/0(0) Members not listed have forces less than 375# 0. 18 Plate Types}: GCpi: Wind Duration: 1.60 1 WAVE VIEW Ver: 17,02,0 1 A. 1114.21 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d comvnon( 0.162"x3.5") toe -nails at top chord. Provide (2) 16d common( 0.162"x35') toe -nails at bottom chord. M -. MATEoz, 4 0 RVD.. 10 278 05 17 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, handlirg shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building uS fety Information, b TPI an SBCA) f r sa ely practices prior to performing these functions. Installers shall provide lempora 38SI, Unless noted o herwise,top chord shall have properly attached structural sheathin and bottgn hord shallhavy progery aid I Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperCIsectionsB37or1iie, ceiling I ,p? platestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A-Z for standard platepositions. a division of I ii, i I,ofrorr accep tance any structure failure tobuild the o or Yhe"`suP'd9.' bI I i nty IW6750ForumDriveSuite 305Orlando FL, 32821 Job Number: 20678 7511 A ELEV. OP TRAY 17511 A ELEV. OP TRAY -DAVID WEEKLY Truss Label: HJ7 N Loading Criteria (psf) TCLL: 20.00 TCDL: TOO BCLL: 0.00 SCOL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 1,10-10 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22.09 It 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 4.50 ft GCpi: 0.18 Wind Duration: 1,60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SIP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=l .25 / Plate Dur.Fac.=1,25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC, From 2 pit 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 pit at 0.00 to 2 pif at 9.84 TC: -22 lb Conc. Load at lAl TC: 118 lb Conc. Load at 4.24 TC, 232 lb Conc. Load at 7.07 BC: 17 lb Conic. Load at 1.41 BC: 100 lb Conc. Load at 4,24 BC: 177 lb Conc. Load at 7,07 Wind Wind loads and reactions based on MWFRS. 4- 5'Y5 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sod: 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 (3) 16d common(O. 162"x3,5") toe -nails at bottom chord, Ply 1 SEQN 142412 / T15 I HIP Cust RR408 JRef 1Wb04080026 City 3 C FROM RF DrwNo, 137 18 0424 56126 KM / BAF 0507/2018 910,11 4'4" 15 4713 9*6"2 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(L): 0,017 G 999 240 VERT(TL)i 0,046 G 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2.0 Max TC CSI: 0.450 Max BC CSI: 0.537 Max Web CSI: 0.333 VIEW Ver: 17.02,01A.1 114,21 MV ATE (YF S to 218 NA 05r 17 10[Y Im A Maximum Reactions (Ibs) Loc R /U I Rw f Rh I RL / W 6 318 /143 /- /- 14.9 E 331 164 1 - /1,5 0 68 /22 1 - /- /1,5 Wind reactions based on MWFRS 5 Min Brg Width Reg = 1,5 E Min Brg Width Reg = - D Min Erg Width Reg = - Bearing 8 is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 187 -685 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tans, Comp. B-G 646 -160 G-F 634 -160 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp._ C - F 176 -695 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin h of shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Buildingt n '%'salAptynoractices prior to performing these functions. Installers shall provide temporarySfetyInformation. b, TPI png'39CA) BeSI. Unless noted a herwise,top chord shall have =1 attached structural sheathin and bottom ghord shall have, pro PyIailedperBCIsectionsB3, 7 0iied. ceilin?. Locations shown forpermanentlateral re webs shall have bracing Ins? 910 I, AR I, plate, to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A.Ziloprys standardplate positions. ALRINE of ITW Buddin . - i 11r1`1 omponentsGroupInc, shall not be responsible for any deviation from this drawing,an ufailure to build the vision11, or for handling, shipping, installation and bracing of trussesA gal on this drawing or cover pa idrawing, indicates acceptance of oessiona, 7nigmeed responsibility solely I the desyn The su I page2400 Lake Orange Dr. f this rawing or any structure is Kle responsibi ity of thelouilding Designer per ANSIITPI I anhown. Suite 150 th- or, ; --.l not- na- and these -b sins ALPINE — almneft wal. TPI — tnnst om, SBCA WNM1Vsbondusftv. wni, ICC — ccsak) om Orlando FL, 32837 Job Number: 20678 Ply i SEQN 142468 1 T41 7511 A ELEV OP TRAY /7511 A ELEV OR TRAY -DAVID WEEKLY Oty: 1 FROM RE Truss Label HJ7T 4" 12 6'9"9 9110"9 712 6'4" 13 3'0"8 F Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " Lumber 2X4(A1) "`" i4 12 2'10 2 - --a- —-3'4"15 - --{-- 2,8"2 .6" 24"12 3714 6713 9715 9110"1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II 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 tt Loc. from endwali: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT1RT:0(0)/0(0) Plate Type(s): WAVE Top chord 2x6 SP SS Bot chord 2x4 SP #2 Dense Webs 2x4 SP 93 Loading Hipjack supports 6-11.8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. Defi/CSI Criteria PP Deflection in loc Lidefl L/# VERT(LL): 0,362 J 325 240 VERT(TL): 0,410 J 305 180 HORZ(LL): 0,141 H - - HORZ(TL):0.151 H Creep Factor: 2,0 Max TC CSI: 0.502 Max BC CSI: 0,478 Max Web CSC 0.100 VIEW Ver 17,02,01A-1114,21 vIt1TE 0 x O ram. *'C 00 27Y O517; 2018 HIP_ CustR408 JRef 1Wb04080026 DrwNo: 137.18-0742-25583 KM / DF 05117/201823' 10"621'4" 4v 20'4" Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W A 472 ( 63 1- 14. 9 G 437 l 58 / 1. 5 F 144 (69 1- /1. 5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.6 G Min Brg Width Reg = - F Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp- D - E 200 -949 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. D - 1 964 -200 1 - H 963 - 202 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. E - H 223 -1062 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 hsaandlingg shlpping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S a fety Information, byY TPI3CA) f to these functions. Installers temporan and'S s safety practicespriorperformingshallprovidebracinperBGSI. Unless noteda[herwise,top chord shall have properly attached structural sheathing and bottom hont shall hav a proge y attachq rigid ceifutq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 7 or 810. as applicable. Apply pfates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITWBuildingqompanentsGroupinc. shall not be responsible for any deviation from this drawinany failure to build the Whig kiwn truss In conformancewith ANSI T' 1 1, or for handrn shipping, installation and bracing of,trussesA teal on this dr or cover page , - listin this drawint indicates acceptancefproessionaJenineenngresnsibilltvsolelyortdelinhown. The suitabill use Rs Desigder ANSI I1Sc.,305 6760 Forum Drive Suite For and of this e7 awingor any structurethe responsibility of the Building per For mare information see this tob' s general notes oage and these web sites. ALPINE: www.aloineiiw.com, TPI: www-ioinstorg: S6CA_ www.sbomdustry corn, ICC. www. m afe om Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dri 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Dr- 120 mph Wire! Speed, 3W Mean Height, Enclosed, Exposure B, Kzt = L00 Br+ 100 mh wind screed. 30' Mean Helaht. Partlaliv E.n el-d. Exoas+are n. Kzt = UM a Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Braces 1) 2.4 'L' Brace s 2) 2x4 'L' Brace w 1) 2x6 'L' Brace s 2) 2x6 'L' Brace we Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12, 10, 13' 4' 14' 0' 14' 0' US i- F 3 3' 10, 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' W U FStud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' l0' 0' 12, e' 13, 2' 14' 0' 14, (' Standard 3' 10' S' 3' S' T T 0' T 6' 9' 6' 10, 0' Ill 0' Ill 10, 14' 0' 14' 0' S P 1 4' 2' 1 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10, 3' 13' 0' 13, 6' 14' 0' 14' 0' 2 4' 1' 6' 11' 7' 2' 1 8' 2' e' 6' 9' 9' 10, 2' 12' 10' 1 13' 4' 14' 0' 1 14' 0' 3 4' 0' 5' 7' 5' ill 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 1 12' 5' 14' 0' 14' 0' D F L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' d Standard 3' 9' 4' 11' 5' 13, 6' 6' 7' 0' 8' 10, 9' 6' 10, 3' Ill 0' 13, ill 14' 0' U pSi- F 1 / #2 4' 8' 7' 11' 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' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' S H F Stud 4' S' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' la' 0' i4' 0' 14' 0' O Standard 6' 5' 6' l0' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P 1 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 1]' 9' 14' 0' 14' 0' 14' 0' 14' 0' 2 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' DFL 3 E4171 6' 10, 7' 3' 9'1'9'8'11' 1' 11, 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 6' 10, 7' 3' 9' 1' 9' 8' 11' i' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard6' 0' 6' 5' 8' 0'8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Q 1 / #2 8' 9' 9' 1' 10' 4' 10, 9' ill 2' 12, 9' 14' 0' 14' 0' 14' 0' 14' 0' C C`J U S fF LJ F 3 4' 10' 8' 7' 8' ill 10, 2' 10' 7' 12, 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 7' 8' ill 10, 2' 10' 7' 12, 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' O i 1 Standard 4' 7' 5' 7' ill 9' it, 10' 7' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' 8' 10, 9'2'10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' N S DFL 2 5' 8' 9' 9'1'10' 4' 10, 9' 12, 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12, 8' 14' 0' 14' 0'14' 0' 14' 0' Stud 5' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' II' 7' 4' 9' 3' 1 9' 10' 1 12' 2' 1 12, 8' 14' 0' 14' 0' 1 14' 0' 14' 0' bte Truss Diagonal brace option, Tverticallengthmaybe doubled when diagonal el 8' A brace Is used Connect Ldiagonalbracefor52511L' at each end Max web Br ce total length is 14', 2x6 DF-L #2 or better diagonal Vertical length shown brace) single B, in table above. 45' or double cut I cos shown) at L 1 upper end correct at midpoint of vertical web. 141L, Refer to chart Qi0V swvANpSgw NEAR Am FUA W ALL w ff= am TM SIM1IHo warmtmir f omm THIS =Av#Ili TD ALL coamcmis Drum= 7HE HhsTALLE= Trwws Ovreq,txirwne care In fabricating, handia, shsppbnp. and Wac'N Refsfoaosthelatest "Won of XM Lidding Coupon-t Safety Inn-16om by TPI and SiCI1) fs rf practicdg m espriortoperforrsesafurctlana istallers shall preNde tvn; a lrod Per ik+lees notes odor.", top chord shot( haw properly attach" structural s+ 7t vd ch sh" have a p, up. attach d cMYt p Locsibrs st- for prrYarant b.terdresMabt uct6sL. P y sacra lave Ystoaed per iK1, 77 or NO, as applicable. Apply pates to each d K trot and slam abow and on tls Joint Details, ursew noted oth-bo. a Refer to Ora 16OA'2 for stonderd plate poCdors. AN Ra y Alpine, a d Won of Iri b= Coponents fro yInc. shad not be resparsllo for any drAalkn I this dyeing; any failure to gild U. %roes in canforwonca d h MIS]/TPI 1, - for honWq, lhhPYip, A wet on this sing or corer pW acting this *4upt , idntes aceeptwce of protesalwnsl 13723REve1DrweSuite 2o0 fsnpisMp sr parr4tysolwlyidspsydesign01- Taw sd Wpktty end uw of this draeave armystrvcWxMtailHWipDesbnsprANsi/7P3 I Seck Ma, y1an0 Height, MID 13043 For nore information sea 'Ups JaW. gerwroi notes pope and thwst -b sites ALPB( E+ wswallssNwcm TPI, sw.tpiatore) SRC& wssbcY+dwiryArW BM a Jocsafoorg a ` AT i r A aad im sr5 wa y ppf7 A 6{ 3n 10NA m El Bracing Group Species and Grades Group An S e-Pbe-Fir Hen -Fir I / 02 tandard i2 Stud 3 Stud #3 Standard Doualas Fir -Larch Southern Pbem 3 # 3 Stud Stud Standard IStandard Group B+ Hen - Fir 1 6 Btr 7 n FM -Larch Southern Pi ewww 7 # 7 2 # 2 lx4 Braces shalt be SRB (Stress -Rated Hoard). wwFar lx4 So. Pine use only Industrial 55 or Industrial 43 Stress -Rated Hoards. Croup 311 valuesmQbeusedwiththesedes. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. ProAle uplift connections for 100 pif over continuous bearing (5 psf TC Bead Load). Gable end supports load from W 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 1' braces with 10d (0328'x3.V mtil naffs. 3# For (1) 'L' brace+ space nags at 2' oc. In Ur end zones and 4' ac, between zones. 31i316or ( 2) 'L' bracts space na#s at 3' oc. In IW end zones and 6' o.c. between zones. L' bracing must be a rk&A m of BOX of web renber length, Gable Vertical Plate Sizes Vertical Lentith hkiSplice Less than 4' 0' 2x4 Greater than 4' 01, but less than 11' W 3X4 Greater than 11' 6' 4X4 Refer to cornon truss design for peak, splice, and heel plates. Refer to the "ding Designer for conditions not addressed by this detail. TOT. LD, 60 PSF SPACING 24,0' REF ASCE7-10-GABI4030 DATE 10/01/14 DRWG A14030ENC101014' CLR Reinf orcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint {CLR) or T-Reinf. altoIsspecifiedonatrussdesignbutanalternative web L-Reinforcementi or reinforcement method Is desired. L-Relnf. ILNMOM This detail Is only applicable for changing the specified CLR shown on single ply seated designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OV T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 000 Center scab on wide face of web. Apply (1) scab to each face of web, Apply to either side of web narrow face, Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement, Apply scabs) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, MWANDOW KO 00 FMUW ALL IO= LU IM LMWM e Dru t7ANi r1wi W 7M 7 KWM to ALL m1TwAcn= VxxUO IG IIpkordTaairwcsussutiwsnLotooeFsste e.dsttiroenamofcaiknSlintA#tedbrnlpuCtoemfpp.onMenntdY3+GnfetynppLfpo, nIrstaW. psyan7CdrNtpir toerfbsdwtl -ifttnporatetlbI 'MCiwdfwinaripropeMytiOwdst—tvawMper boHRw i ehsY 3ww n property attotlrd r41d CdlYip, WcaVl s/wn for psrnennt lateral =tmkft of 907777 {{7 / shw /+ sri bro.*g estalled per DW sectAbrw 73. 37 w• Bf0. os oppUcabb. Appr Water to eKb AC 1l—+ of truss and pmltkn as dww sbovs ane on Mw JoY t Letoss, u#ess noted oihw Nse. 11UUii IIL= iyfar to drosbys Max for stwffird Wsts padMwr. Aipk., a division of ITV P.aiV Ca,ponentsEroupb- sh.4 mot be respo oft" fd.AAkn f AN FTWC NM W oo dneap, am fasun to wu vwt truss in coaarnw= mm Aw/m L or for nnndwlD, M#iptp, erteltatlon t brocbp or trusses. A ssd an Vas d^asbq sr cv+ar p= uethp *Ms dreMtp, b 0mtes eccvptww of professtwwl 937231Trverpon L' rrve fora ' Y Y d = "1 of CZ delbp Swte R > > Rs+' ANSl/'IP! 7 f * Maylan4 Hajnis. A,9C03943 for more Mormotlon see Yds job's penesal notes {{wwqq wW t/wse esb sets. ALj7fE sse.elpkwfts.carU TAL sss.tpewt.orpl aCN sss.sR4iduatrY"W IM _jc mfearp Scab No T-Relnf, L- Relnf. PSF REF CLR Subst, ATE 4/ a fC DLE PSF DATE 10/01/14 DRWG BRCLBSUB1014 a. PSF e O\ V fe PSF r + ae eaeaedde . LD, PSF DUR. FAC. 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 tow -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + Design Dead Load Deflection) Notes ThV45 °E "-, Le considerably less than M Ma MUN Au mum am Im nMWM r sj / ar REF DEFLEC/CAMENVVNamMOM7MBAAWWMALLCgffWCT= Bt.1 Pti THE XPA IEW Tr regA o txtren. — h fWX*-U, , hw ak p, e pYp, Yutoakp and brp rap Mitt^ t } ha.. th. t~ "*b. of X= MAdN Co.yaw,ent Saf.ty kdor.stlora, by TfT .rrd 4lCA fer DATE 10/01/14 cM prkr to perfarniap tixs. fvctto.r. bstaMra sh.tt p.orM. f or y bradnp per m noted ovrreW, tap chord rnaa how properly attoanrd strueirol 4>tr. eAy a.d DRWG DEFLCAMB1014ah.0 hove . propoty attact.0 NpW c.Amo Locatlom A — hr p.rsi 1—i ioi.nl »-tram of ahW how rutauW p.r 7fS1 ..ctwro s+, n ar na as app cogt Appi -alas to SoCh d of traa ondb n os shwas .bore ud on the Joi,t D. W., a Misr to dr. 160A-2 far stalfd.rd pint. p-nions. +A dt eA4*., . drW- of RW C.,V—ta CI.W k- a W1 not b. respon.61 far o.+. +i.rftvw .. t +y, AN 11WaDN%W this ,A•.aat,p, ww faAw* to Wld Cr tr,as 1. c.If— ce M MWIM 11 or far 1h.t.4.Um t bra of iru.us. ha•+ditw. ` aete aa.oAt$ A s.W on this Map ar — peps Ystblp this d a t0 taiwttt aRe"Prl f of proftnbeA ' A„ J f 1 i'4 13723 RivatPnn d , Drne 1h. a*y al.ri p tty 9= fw' 1hR show. The sWtaWty and of 'YYs dra.MV "fd A L7 J' , Suite 3I reepwfWYty d tiN L+YV V" w' AIiRI/iPI I Str2. Mm y4 d wyaes, W) 631143 for wore saforn.tJon m wa ,pb' penwot notes poq ..d thm eeb SKMALPBIGmeipt+ett..cvo TPb mtpbtary SICM ewsbct,duftryarpi ICfi mXrxhoy ., IT ReinfoMemd Go Tr Galcile Detail For Let -in Verticals Gable Truss Plate Sizes apropriate 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 apped plates to span the web. 2* 2X4 2X8 rrovaaw cvro ctihwaa t•ur h.surs specrr rru axh uhr wr>iprnrrrr+a x.rt.ro> harsagn. Attach each 'T' reinforcing member with End Driven Nailsh iDd Common (0,148'x 3,',PA n) Nags at 4' o.c. plus 4) nails in the top and bottom chords. Toenalled Nails+ 10d Common (0.148'x3',mI n) Toenails at 4' ac. plus 4) toenalls 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, A1003D051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A2001SEND101010Q1 4, A2 A11530ENC1010i4, A1203DENC101014, A14030ENC101014, A18030ENC101014, A20030ENC101014, 01 S11515ENC100815, 512015ENC1i5, 514015ENC1 1 , SI$ 015ENC100615, S20015ENC100$15, SM S11530ENC100815, S12030ENC100815, S1 e S18030ENC100815, S20030ENC100815, S ND1 See appropriate Alpine gable detail for 91 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing MemberMemberToe- nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply ' T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material roast match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 % 2x6 20 % Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00Gable 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 Gable Vertical Length 1, 30 x 8' 7' = 11' 2' SwVARI &&= REA/ An raLaw ALL M ICS al IMIS WAWDQ SwarwTAWAS rumm Tilt aawlw To ALL ranRucTaes alelaaIMS TIE unlit ;• Tm+ sses rewFe extreme care eh foLrYca#g, handep, YVta end Refwr am J s° e o REF LET -IN VERT REFDATE 10/Ol/14 fall** the latest edition of W31 adidYq corywwnt SnF i arwaiJon Y T+i°a d c.,> far to these fv tlons. Lstaiiare a 4:;,, - t' sn DRWG GBLLETIN1014 p WI.- pa+'f he shoo pr'ovld* per UnlraeueiinotadailsrwW, top ctwrd snail hove p'*P'rlY attached str++ct rd aarvnVnp and 4o-- w aae ahaa hav* a aoPernY attached X tp Locations shown for p.r„anent lateral raatiw,s of shoo haw br'I stalledper HC'Siactbn 3% D) Or M, as oppocame. Apply platas to aodh of truss and as for ahova pl to ozl lonst Detolls, uMsss rated *tihera , Refertoba760A-2 far stordord pta#a posttbrw. p IA&HN o(„ y a dea Alpbw, a Melon of ITv AA components Group u,e whoa not bw responsble f*r arry deviation ANii1No3DilNfAtiYthkdrawshe, any failure to bJJ the truss In coniarwanu aFdh ANS1/TGI L or far tondlap sl hpip Asa* aa Pp , MAX. TOT. LD. 6D PSF eutnaatkr+ t brocinp of trusses. Asawonthisonowweporeeruwftythis drew6w. Mcatwo oaptft v of pofesskwhM oway ... T,. sJtebMll.a.,w h.. of ihs dr..q re# 1372 RN Wr,©me +ee,. s 2 c R+ a Wne* Per A161/TPI I Seca n0 278 05, 17.2018 DUR. FAC. ANY MAX. SPACING 24.0' ite a a ai9agN"MOb3u3 rot more Info lllon sea thrs job's gerwvA notes pope and these web sttm ALpeE. www. Oholtw.cav 7" evctphst w SDCM wevabcYdhatr aev IM wwexcaafeAre STRONGBACK BRIDGING RECOMMENDATIONS BUTTSTRONGBACK BRIDGING TOGETHER 4' 0 ATTACH SCAB WITH 10d BOX/GUN 4' - 0' 2x6 (0128'xaW) MILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRlNGRACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE; Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (31 10d CIIMMIII----___,N 0.148'x3') NAILS OR 4) 10d BOX/GUN tA128' x30') NAILS 2) 10d COMMON (0.148'x30'> OR BOX/ GUN (0.128'x3.0') ITS AT TOP AND BOTTOM OF 2x4 SCAB - ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR ( 4)10d BOX/GUN (0.128'x3.0') NAILS. GBACK BRIDGING REQUIREMENTS re ed Irw (at arftr ofroes aatead, In roes at W oc All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 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). A I STRONGBACKBRIDGINGATTACHMENTALTERNATIVESt). W" " ate M.LM "u ii = a$ TMa amvm T rL! PSF REF STRONGBACK 0VWMT— FUMM '00 = WBr16 M ALL COURA M DCUMMi 7W BWM.LEM $ Tr rewa e exirene core a1 fahrlcoLV. handep. s1,q Yp,t+sSe1thp !vW 0rnOp WN s Faux *. atest .dtlon of lt5] cs<ssp co,po.»ns safety L,Forwotb4 by M and S7CV for a 'C D PSF DATE 10/01/14 x d °""^ d,.-d ".,.''' prop"'y att'crn' °'t` pOr"° re°rsa °ots4" )i! R PSF DRWG STRBRIBR1014 seho37MoeaprapMyottaclvdrfpid LocaVt sho+n far p.rwnn.nt I terra r..iraM W # sha! h.ve srtolMs Der lCS1 23, D7 ar NO, os apP a a, MWy WaM to wU * ,p 40Oofsass4" 1" as shwa e . end an av joint Detoss, udess +oted oVrra.e. o PSF ReF.r m da ua-z for :w,mra pate p6ao»aporo. " a . LD. PSF d 0 at' )*/dro ~^t' cmFa rc..slallroes be .for wty o * 4y '4* .* t F' ,w, ANI1wthAaT, i o,y fof IT to Vw ti au, ANst1TP1 L ar fo hon.Y +fie o lAgd A ssW an Vi droj* or rnvsr ikY,p Vss aios p, ae loabawptanw o prvfessknN g a g sns N , -, o,v for *+g s .+ t ret+ r `t i. r. f— of shoo. n. sin euty ana ua. o L t.rawy 'ts*/ °T i DUR, FAC. 1A0 bAftwrwawmtsecssinezxrFornonlAornotas•, se. thb pYs p.nrrst notes pope orA these eee stt" df f # auwiAA R9aryttiergnts. MO 63043 Kpprt w,apyTPL sw.tpertary S7CM e...><cld,str'y.arp7 IC6 eeeJccsoFeay SPACING Gable Stud Reinforcement Detail ASCE 7-10i 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 120 mph Wind Speed, 15' Mean Heft, Partially Enclosed, Exposure C, Kzt = L00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 roh Wild Speed, 15' Mean Height, Partlatbv Enclosed, Exposure D. Kzt - 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) ix4 'L' Brace 1) 2x4 'L' Brace w 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 US O P F H F1 1 / #2 4' 3' T 3' 7' 7' 8' 7' 8' 11' 10' 31 IV $' 13, 6' 14' 0' 14' o' 14' 0' 3 4' 1' 6' 7' 7' V e' 6' 8' 10, 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' IO' 1' 10' 6' 11' 10' 12, $' 14' W 14' 0' 1 4' 6' 7' 4' 7' 8' 8' 9' 0' 10' 4' I0' 9' 13, 8' 14' 0' 14' 0' 14' W S P D F L 2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 1 10, 3' 10' 8' 1 13' 6' 14' 0' 1 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' le 5' 13' 4' 14' 0' 14' 0' Stud 4' a 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' IO' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6- 10, 2' 11' 0' 11' 10' 14' 0' 14' 0' U U U S P F F 1 / #2 4' 11' 8' 4' a, 9' 10' 10' 3' 11' 8' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' 1' e' $' 9' 8' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' le 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L 1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 11' 8' 4' 8' a, 9' 10, 10' 3' 1 11, 8' 12' 2' 14' 0' 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' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' $' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' S P F 1 / #2 5' 5' 9' 2' 9' 6' 10, 10, IV 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 1' 9' 0' 9' 4' 10' s' 11' 1' 12, 9' 13, 3' 14' ' 14' 0' 14' 0' 14' 0' Lj 1) O HF Stud 5' 1' 9' 01 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 8' 0' 8' 6' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 8' 9' 3' 9' $' 10, 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' d 1 S P 2 5' 5' 9' 2' 9' 6' 10' SD' 11' 3' 12, 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' t 7 D F L1 Stud 5' 3' 8' 5' 9' 0' 10, 9' 11' 2' 12, 10' 13' 4' 14' D' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group An cri'kx-FYHer+-Pt 01 / # 2 Standard 42 Stud i3 1 Stud #3 illstandard Douatas Fir -Larch Southern Pinewss 3 e3 Stud Stud Standard Standard Group Bo Hen - Fir 1 L Btr 1 as Fr -Larch Southern Pies" it # i 2 i2 lx4 Braces shall be SRB (Stress -Rated Boartp. for 1x4 So. Pine use only Industrial 33 or Indatrpl 45 Stress -Rated Boards. Crap B valuesfnaDeusedwiththesegrades, Uable truss Detail Notest Wind Load deflection criterion is L./240, Provide uplift connections for 55 ptf over continuous bearing (5 psf TC Dead Load), Gable erns supports load from 4' ty outlookers with 2' 0' overhang, or 12' plywood overhang. mot Attach 'L' braces with 10d (0J28'x3.VPAn) naas. able Truss )IE For (1) 'L' brace, space naps at 2' oc. In 18' end zones and 4' ox. between zones. Dkgorai brace option )K)Wcr (2i 'L' braces, space yaks at 3' o.c. vertical brace pt ibe T in Ur end zones and 6' o between zones, doubted when diagonal $' X 'L' bracing roast be a P**n of 80X of web bract is used Correct L f fnenber tergtft dingonat brace for 450# at each end Max' web Br ce Gable Vertical Plate Sizes total length is 14', tit )IE / Verbal Len th I No ice 2x4 EF-L #2 or Liss than 4' 0' 1X4 or 2X3 better diagonal T- "" f , Greater than 4' 0' 1 3X4 Vertical length shown brace/ single In table above.or donate cut K45*(as shown) at L 1 ww s Refer to conno, truss design for upper end. ptrak, spice, and heel plates. Connect dla at e d Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart a ve felt! a tF not addressed by this detail. wAl# aa. eui AND fIDLLOI ALL NOTES m thBs I WnYYIO e ° REF ASCE7-10-GAB14015 w-a!(RTAMY- FIXOMH TIa #MVM TO ALL LarllaMM Bcl.u#mta THE B1s NlEwi s "^ Trusses rwo*v extrete cart h fwwicat u handmo and ew w a p fraraaaccat.Y,stss,R ,a+e.s waan saf. shoo), Tfs°rrnd#nr$>#cUAafar w j, DATE 10/01/14 llrsea rat per other Up Chord ~ property attach" tt rU Shft ty ud Syr t"'i huh.- . property .ttaewd W cries L-Vl- tI,a.R, far pe n-i (.taw rntr.pt a a R1JG A14015ENC101014 lt'' ltanal haw ewtawtl per ctiorw w 7fD, as AONY gates to each s y Q O of taws d'Q 1 n as sham a witr ,ud an thr ans. Des.es, noted otMrwM. ,f^'; t+p ^ ,p^ T pee eefer 'ho ar. 160A-Z for st.ndord plate and<fons. ,w i t [p (" {R i "u Alpine, . divWon of ITV cattpona,ts inc shod not be resparwble far ay tlevl.vo n a, • '^ V *'V s*t 11N ffwcoht~ b gl*-1, any ff w* to Usti the truss in cmforrwfcs aM AMU/TPl L or for n.nwe shppenb} P"w aw mre oa 1 ( g j daA TOT, LD, 60 PSF A seat - thr lssi3O w txrrwr pope (write ants d'ssvv. indicates .ccepta,ce of profesabrai /B /O r7 a'9 13723 R on Dore f-0 sL^uCbre % q r/tltyihe mod, Sawa = sr=Mad w a *" dr"wv a4fif ' a1 Svne 2W •r#' tltr &A*m Bws4,a' per AMSI/iPl 1 Seca +f Maryien H ynts. MO a33a3 far n hforn.tfon see thw jaws oe,wvt nat.s pp..pprr and these web sf ew, d iitib MAX. SPACING z4,0' ALPINE, w-OhRnecara TPH -tons-L., SO ww.sbO,dwtr 4 IM s..L'a.frare 1 RelnfoMewl GO Tr Gable Detail For Let -in Verticals proprlate Alpine gable detail for e sties for vertical studs. Engineered 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. 2X4 2X4 *2X8 rrovroie connecTions tor upiirT specifies on The engmneerea Truss aeswu Attach each 'T' reinforcing member with End Driven Nails, 10d Common (Q148'x 3.',mM) NQKs at 4' o.c. plus 4) nails In the top and bottom chords. Toenafted Nails+ 10d Common (0.148'x3',mirt) Toenails at 4' o.c. plus 4) toenails in the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENCI00118, A20015ENCIOM18, A20015END100118, A2001 A11530ENCiW118, A12030ENC100118, A14030E1C10R118, #A A18030ENC100118, A20030ENC100118, A2003DEND100 0 + S11515ENC100118, S12015ENC100118, S14015ENC10 S18015ENC100118, S20015ENCIOMIS, S2001 e SI1530ENC1001i8, S12030ENC100118, S14 S18030ENC100118, S20030ENC100118, S D1 i8 I See appropriate Alpine gable detail for As T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nas - or, - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gape detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' ReInf. Mbr. Size IT. Increase 2x4 30 % 2x6 20Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24o.c. SP M3 T' Reinforcing Member Size = 2x4 T' Brace increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' MWAMD03M HEAD AM F'IL.LW ALL HHU ON TM SPAVM / awmaliTm Fmm THE Hawn Ta ALL cD/TRACIOis ala.emm Tt£ =TALwix 'a .}try^1'" REF LET -IN VERT laces a extrr¢stun a care ti fAdnii tft,Ccap h a• .mlGww. hstWlhq d S .r ; WWrty F` a Pi tfoliosticlatesteatsbnofDCSIIDuturaca+vo++ent sofety Y farrwtkn, Dy TPI ai+d SDCAt far exy 3 DATE 01/02/2018 ties prior to perfatw drse functions. Lutaa..rs Tuba provide per ' q notes othereise, top awrd shau have properly atsached slrucwa shwa e '+ DRWG GBLLETIN0118sshallhaveaproperlyattachadrpmcan+c I.o=V-s shoen forpppieircnonsnt lateral rwsiraht ofytoeach gy plat. palift- d:EP IJ 19FR9fttos.,16Med DCSA-Z for tobavaardlctems, aviinroteA ap Mu + 1eme f;"" Mpiie, a dvbbn of ITV m,qaarw Conpornnta raw Inc. shall not re responsbic for dedetlm sue+ i1M IJ1N(3DMWtiNY this ,raarllationp tin. tr.as ,nfor„an. slth AKSl/TPI L ar far nana°"e el prio °ti7 ' ' , MAX. TOT. LD. 60 PSF A seal an thb drawn or cover wt ng tt4 drasinD, rdcates occwptencw of profewab-1 1ise,_ 3723 Rwe p n Drive M+eMN'!p sdsty for iM despn slosh The NtaO y anA uw of Mis A^ :: w S(11 9.1i1 DUR. FAC. ANYforanys3rsswisresporpAoenqoft1r *AAV Desp,er per MavrP1 I Sa8 #0 27gSuiteToo 0$, ]/20 i g Maiyia+,a He3hts, rho ssinas for more rnfarmation see si>ta ,toes SJOCA,.slnot.: Pogo and these eseatsite:' MAX. SPACING 24.0' AtPDE sss.aipMits.conJ TPL ses.tptnstoryi SDCh sesiocr.orprWssryIC4 ssslccsafexy 7 Rei nfaMent Go Tr reo - MHe MWON For Let -in Verticals pproprtate Alpine gable detail for e sizes for vertical shuts. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of Lapped plates to span the web. e, 2* 2X4 2X8 rrovmw connections for uputt specittea on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nauss 10d Common (0.148'x 3,',min) Naffs at 4' oc. plus 4) nails in the top and bottom chords. Toenaued Nails, 10d Common (0.148'x3',mW Toenails at 4' ac. 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, A13030D51014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Goble Detail Drawings A11515ENCI00118, A12015ENC100118, A1401`.5M100118, A16015ENCI00118, A18015ENCI00118, A20015ENCIDMIB, A200WE d A11530ENC100118, A12030ENC100118, A140A18030ENC100118, A20030ENC100118, AS11515ENC100118, S12015ENC100118, S1401S18015ENC100118, S20015ENCID0118, S2M S11530ENCI00118, S12030ENC100118, S14 S18030ENC100118, S20030ENCI00118, S2Q See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing member Member IVToenail - or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detaH>. Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must notch size, specie, and grade of the 'L' reinforcing member. Veb Length Increase w/ 'T' Brace T' Relnf. T' Mbr. Size Increase 2x4 30 X 2x6 20 % Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 03 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' Up^^ ei vA . READ Al® MARV Au NOTES Dw TM UAVDi9 S — es010OUAlffew fi bW THIS M?AVHia TO ALL CDNTRACTMS DICUOM 7h£ DWAU.ERS. Trusses requt^e extreme twee h faLrkatwnD, hondhe, pY p instaltep ornd rocYp Rffer #o foaoe ttw tat st edtwm of scSI caaarp cempenert swfsty°iminrmw#lm, by TPI°orN S7cA1 far aw prxtlaht p`br^ to pwrfCrsiip these fumctl n Instaaers shad prwvwte Umparwr'y ar'wrhD PerUrn4emratedotherwise, toP dwrti shall have property attached strwtwM i shewur'V and aottam sh" Nava a properly attwehed ! Locatloro shom for permanent iaterat restraint of shall haw br hsiaaad par SCSI slctbru 23,17 or 310, as appDcaate. Apply plates to each fwce"p truss wn0 as slvan Wx" a d on tine .loin# Details, unlssa rated oweRefera160A-Zy for stondarCPlate w 7 P' w y^ q@ Erye Fw ' e ad ,$\ ` ofs wxowoREF LET -IN VERT DATE Ol/02/2018 DRWG GBLLETIN0118 AN « wcm~ 3723 Riverppr: r ve Suite2nro Maryland Helgns, Mo63C,43 a shwU no# be responslbis for de`''rf r,py a w' acap`b' o` ta» truss in rnm'wrmwnca aw ARsvTpz s or far >an di >t+pp e A swiw opn pie Owsigy or rtr tb#Yp #b drasYhp, irJcs#es ocup4onw of p^ofesa/wwi for wrq, s3rvctwb prsoYly ar stww• T1s sJta btY wsd w ofML iral e en"'r Drfiprfn' p+r µgum I SecE. fcr morti IWornation sn this ,pb's ar»rat mates pia and tMse see sltesi AU'Di1eeeatpwheitw.camf TPL m.tphsRerOnSSCh www.socwhdstry,orgn SCC+ aaal ssofe.orpq^, 5r7 ! d Ir f .d! 11 05' 17'201H rt) _7& MAX. TOT. LD. 60 PSF DUR. FAC, ANY MAX, SPACING 24.O' Si-4INSLE LOADING 133 fr.p4i. LJIND EXF05URE 5 4-3116i ' i-[ EEL 77' f= LU"15 C LIT' I T' r"FIG,4L TIRU6./& END BEARING PEiGPT6 L4ANr_iERTAKE B; HHU646 4) L-IU62& NOTE M I$ TWE RE$PONSfBILrTY OF TIE 9U1LDIW.DES4NER OR ARD4TTECT TO PROVIDE AN APPRVF4ZATE OWEC-YON FOR TO SUPPORTING: 6TIFACTtAiE PER REACTIONS SHOWN CN TRUSS IEW. NEERfW- SPECIAL CONSIDERATIONS FOR tSCL[AKICALEdLOP" AND/ OR PLUMBING. (AND TiIEIR 0>#IECTRONS) IN TRLIS& SPACE MUST BE D[AdkAtI` BY BUILDER ON AP-RIVVED TR-66 LAYOUT PIZOR TO FABRICATION, 1.146, COMPANY16 A TRUSS KANFACrLRER LWOSE RESPCNSHBILIVIES ARE LIT-1ITED TO T4406E DESCRIBED IN VrC.A I-MSb ' DESh3N RESPONVIBILITIEV. ACZORDW_4Y, ITDiSr-LA" ANY AND/ OR LIABILITYFOR TLIE DES<W, DQALiIFKs6, DOCUMENTS KCLUDWS 7L4E NSTALL4TION AND BFZACWS OF TRUSSES MAMPACTURED BY THIS COMPANY, N I CONVENTIONAL LA,rr., ERECTION N'(S 4 If NOT TLE Or THE TRUSS, DESIGNER, PLATE MANUFACTURER OR TPL196 MAILFACTURER. PERSONS ERECTING, TRUSSES ARE CAUT ONEI:> TO SEEK PROFESSIONAL ADVICE REGARDING. ERECTION BRACING UPICH * AL"Y'S REagREO TO PREVENT TOPPLRJG AND DCHINOR4. DUFjw. ERECTION. AXD PEPIIANID4T BRACING U4104 MAY BE REQUIRED fN OPECFIC APPLICATIONS SEE WDE TO GOOD PRACTICE FOR kANMW, N$TALLWa, RESTRAINW. 4 BRAr-fW. OF METALPLATE CCt#ZCTE:> TRUSSES SHALL BE INSTALLED IN A STRA43MIT AND PLUMB POSITION. L*IE NO S"FATWING. IS APPLIED DIRECTLY TO TOF, A"IDIOR BOTTOM CHORDS. TPEr $WALL BE BRACED AS SPECIFIED ON THE ENGINEERED DES43hL TF4168ES S"ALL BE LAND— WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. APPROVAL OF THIS TRUSS LAYOUT iS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES "" -.--,,,, TRUSSES ACCU- SPAN TRUSS CO' 407-321-1440 1386-872-,5098 /352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE DAVIE) LUEE<LI- 1-1511 A F=LPV. CF. TRA"r ALLIJ,4Y5 5ET TIJE75E5 PER L,4*y'0UT AND ENGINEERiNS THE TRUeeE5 AT DELIVERY Refer to tru55 e'neineerine to verif all Girder piy quartities and required raikre/ &cItfne pattern, ILOT 26 REAGAN FICINT 18 1TWSLC 1206- 15 PF"RiMITAPPLICATIONSLNFORD ti Application No: Documented Construction Value; S Job Address: Historic District: Yoo No Parcel 11): Residential El Commercial D Type of Work: NewEl Addition El Alteration [I RepairEl DemoEj Change of Use El o M ve 11Description of Work: Plan Review Contact Person: Phone: Fax: F.olail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: l 1 Contractor Information Name 1111011c; Street: Fax: City, State Zip: State Liccuse No,: Architect/Engineer Information Name: Street: City, St, Zip - Bonding C. otnpany; Address: o rt g, ageLender: Address: NVARNIN( iT0 OWNEIR; YOUR FAILURU"I 0 RECORD A NOTICU OF RESULT IN YOUR PAYING JAVICE" FOR IMPROVEXIFNTS TO YOUR PROPFR11% A NOTICY lll: RUl(J)RDE'D AND POSTED ONTHt, JOB SITE REFORFTIIF FIRST INSPYCITION, IF YOU INTEND 1'0 ORTAIN FINANCIN(i, CONSULT WITI-1 YOUR I,E.NDFR OR AN ATTORNIAtIFFORL RI'VORDING YOUR NOTICYOF COMINIFN(TMENT to thc is"umCC "14 Im,wit'Ind lhm'lll wofi, 011t mlrkdlctloll. I understand that Separate permit must he %ectired for electrical work, plumbing, ign", cells, turikmcs, boilers, heaters, tanks, and air canditioners, etc. N NgTSrg- In addition to the requirements or this permit. there may be additional restrictions applicable to this property that nuty be round in the public records of this county, and there may be additional pcnnits required from other governmental entities such as water management districts, state agencies, or fcdct-ni arcncic-.. Accoploaccorpermit is verirtc4tion that I will notify the owmcr or the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment or it plan review fee at the tinte of pertai( submittal. A copy of the executed contract !-,,required in order to calculate a plan review charge and will be considered the eitirnated construction value or the job at the tints of7subutittal. The Actual construction value will be Ci4urcd based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinut.,cc. Should calculated charges figured off the executed eontrnei exceed the actual construction value. credit will be applied to your permit fees when the permit is issued, QMER'S AERDAVIT I certify that sill or the foregoing Information Is accurate an#) that Ulf work will be done in compliance with all applicable laws regulating construction and zoning. Signalarc of OwncrIA6=1 Dalc Print 0%t"!Atcnt'x Naim: signintire or Noiny>-stutu orFlnrida 0,11C Owricr/ Agcnt is _ Personally Known to Me or Produced ID — Type ofID At Print CwttravlorlAgcni'l t4;ini-.-" rN 41== stpatum of Notary -Stara of Florida D31C Contractor/ Agactit is _ Personally Known to Me or Produced [ D_ TypeoFID MOM 1A a 9 ulLien WOR Permits Required: BuildingO Elcctrical[] Mechanical[] PlutTibingb Gas7 Roof[] Construction Type: . Occupancy Use: Flood Zone. - Total Sq Ft of Bldg: Min. Occupancy Load: ft of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures ----,- Fire Sprinkler Permit: Yes No It of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: , WASTE WATER: ENGINEERING: FIRE: ..-. BUILDING: COINIMNTS: Rcviwd., Junc 30, 20 1.1 Nmit AppliQ%(In FIRE INSPECTIONS CITY OF SANFORD 407.562,2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002555 Date 11/06/18 Application pin number . . . 992610 Property Address . . . . . . 2820 GIPPER CIR Parcel Number . . . . . . . 22.20.30.520-0000-0260 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . GENERAL COMMERCIAL Application valuation . . . 296127 Application desc noc on file Owner david weekley c/p tracy SANFORD FL 32771 407) 865-8208 Contractor DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 NEW SFR Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2738.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1085828 Permit pin number 1085828 Permit Fee . . . . 102.00 Issue Date . . . . 11/06/18 Valuation . . . . 6300 Expiration Date . . 5/05/19 Qty Unit Charge Per Extension 17.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 102.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1113.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FOUNDATION SURVEY LEdAL DESCRIPTION: L()T 26, RFAGAN POINTE, ACCORDING 110 THE PLAI THE RFOI AS RECIORDEC) IN PLAT 3(,)(,)K 81, „AG. + S 45 [HROt)GH152, (A THE PUBLIC RE""ORDS OV SEMINTDl_E CUjN!Y, H_0,RIDA 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,0F SANFORD, COMMUNITY NUMBER 120294, DATED 9(28/2(X)7, CERTIFIED TO: DAVID WEEKEY HOMES 40 #2 47 101) T 0o At Site Benchmark Information- Fnd Nail& Disk 3" In Centerline Elevation 44.86' ijjy #2 End Nail & Disk "LB 7623" In Centerline. Elevation 44.15' St. Johns River Water Management District Elevations as shown hereon are referenced to the North American Vertical Datum of 1988 (NAVD 88), as established from National Geodetic Benchmark "F 711", published elevation of 127.95 feet. This elevation note per plat) Revision Added Foundation Survey - 11129118 - TCK 1-1810 Uate: i il,A/IX6 I Uate Completed: "12WIF, Drawn By- T K File Number, IS-4,5890 FO Log"' PC-Ni. Of Ottv . C.—ft. Pg. 0 1 M Zb,. R '.Mt at a 0tPOL •P L Power i"i. VE RM --m Rd— E-i, m--tM,k rww Pi. f mft" Q= "4o" R Radkm 11— 1 I- L 1- d lit, I.K- 11— 0*kn 1 ironPINR" ftdw R& C Reber& Cw R_ -- cl N NVi I BitL 14N&D O111Q1h (An,) M.— W NA& " Rid R.Ad SP S., 4'ROv & 0. C.9'Ltl 7023' D- S(g..d by: N. R.N—RMW ORR Offl. I R ik ip ly*A UL I uyu (M6 4 RW M Waiw M~ P d R1.1 13.1. A Qw. (Cuw f r. 820' GIPPER CIRCLE, SANFORD, FLORIDA 32773 L11 S63' 51'02"E 22.15'(P&M) L2 S 58'05'38" W 40,00'(P) L3 Survey Closure Line S 58'17'56'W 39,96'(M) C20 R= 80 00'(P) L= 30 16'(P) A= 21'35'51"(P) Chord Bearing= N38' 42'15"E 29.98'(P&M) C21 R= 80 00'(P) L= 12,02'(P) A= 08'36'25"(P) Chord Bearing= N 53'48'22" E 12.0V(P&Q Or 15, 30' 60, Scale: V=30' fir larM Se S? rrorteR, as sarfMms It cland iL Assoriaips SievelyIn"u, flflv[:, 1301 S. International Parkway Sidle 2001 Lake Mary, Florkla 32746 www' IrelandsurveyIng.cmOffice- 407.678.3366 Fax-407,320,8165 G I 1'Y OF SANFORD PEI"iMVIT Af,"PLICATION A pplka don ?Qkv, . . .. . . ...... z"'>"") Twnrnenwd (Woonmiku Vahie: S s Typeol'Work . NewQdW0on1:1 Alleralkoull] Rej)%V] Demo[] Change I of Use Move i Q. DucrQion of Workq.'s Q 70 bov I Ilan Review Contac(Person: Phone: Fax: n= Property Owner Information Phone: Name Street: Resident of property? City, State Zip: Contractor Information Phone: Name 4e, Fax: 2sweet: . ....... City, State zip: State Ucense No.. Architect/ n i neer Information Name: Street: Ally, SQ z4E Hondog Wwany: Address: Phone: I"mau: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMENTMAY RESULT }lei YOUR PAYING TMICE FOR INWROVEMENTS To YOUR PROPERTY. A NOTICE OF COMMENCEMENT It us'll [if,". RECORDED AND POSTED ON THE J013 SITE. BEFORE THE FIRS T INSPECT ION. IF YOU INTENDTo OBTAIN FINANCING;, CONSULT NVITII YOUR LENDER OR AN ATTORNEY BFFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to Kam a purnk M do We work and installations as indicated. I certi(y that no work or installation has commenced prior to the issuance oN permit and that all work will be pertbrined to meet standards of all laws reguhthng construction 4 this Owimliction. I unduMand IWI a sepmale p"mit inust be securcd Mr cKOH"l wmh plumbing, signs, "Oh. jmwls furfmcw" boiler", llc"Ifr rs' lanks, nod "16- conditioners. vo% VBC ION3 MH he ks"M w4h We date o%phcation and tho code in vi'letas of ihm TOP: So [OAK" (All MWR Build ng (!& Rawd h W A) W NmW Aynn,io WKT In M Am 10 Ow wyowmcm ot N qWmAn Urc Inq Willow Mal wo I &I vmqj&kd);"" ,o !!,.11 1;131 k" homf & the iWic rmuds ofthis mm. 2nd thav nmN ke AW&A pmWv ww&vd Rommsy 00"nummind owww" NMI Is N"W!, umm" emem dvqotv qudejelicK, (W1011 agenne'S' xeplaiwe of pectott is (Ioxit I "di MAQ On 0"m to the 1"Olymy of IN lowm"Wom of 1 NOW 1 iml 1 110 FK 11 1, I he (Ty of SmAnd mpiro pgwont of a plan revkiv We at die thric of pvUl subimind. A copy of dw emuwd comitawl is reclumd in ( Miler to cakmlme at pian re% im climc,,e and \%ill he wnsi&md Ac emmated colomiction vallic (it' theJob at thw limo of ""uhmiaaL Ile actual coommwSm yaw W be fignwd hand on be c(u'vent I(V v"'-divalkyl 1AW in effect at to tit W me pmup is isowl 51 moonhwe "kh Mal ordinonm WWI Midmed chmg" HPWM ow to V""MA cm"mo etch d dw nmml Wmirwilm vow, cmdh SAH W aNdied to ymm pumit "" XAM dw Immu is kowd, OWNER'S lit FII)AVIT: I cWHY that idl of the foregoing, infomatfon is amunae and Unit aH imrk i0ill he done in cornpRance with aN applicahle laws reguibuling comfnmlion and"mMug', 000" no"' awo 'Sigl ature nt NoW ' Ntaleof FloW) Date CHAD YJ GOWDERY My COMMISMON # FF985918 EXPIRES Apvt 25, 2020 Owner/Agent is 11cisonally Known to Nlc, or (Tinhador/Avent N Personally Knov"n (o Nje oi- Prmfueed ID ' J'yj)e of ID . .. .............. . Produced R) Type of ID ........ BEIARW IS FOR OFRCE USE ONLY Perin its Req W red: RuMn,j] Flenical[] Mechanical Plumbing[] Gas[] RooQ1 El Onstrration Typc Occupancy Use: Food one: of Sq Ft of Bldg Min. Occupancy Load: -_-_______-"__ H of Stories: New Construction: Electric - 0 of phanbog - # of FixtmTs Fire Sprinkler Permit: Yes [:] No [:] 0 of I leads APPROVALS: ZONING: U111.1111',S: ENGIN]"'ERIN( i: fIRF: 0MP4E1sIT&__ Fire Alarm Permit: Yes[] No F1 WASTE WAIER: BU11,I) ING: NOW WX 11 W JM Climate PrId"Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name Date Address 2 ;?o (7 City d State L ZIP :ja^ 7 7 RECORD Of INSTALLATION BLOWING WOOL BATTS AND ROLLS j New Construction If Retroto R-VALUE THICKNESS AREA INSULATED J Retrofit Depth of Previous Insulation in. Ceilings In sq ft Number of bags used 2,1 Estimated R-value of Previous Installation In, sq, ft. Ama Insulated sq, ft. Types of Previous Insulation in AttiG Walls in, sq ft. I nickness of Insulation In, in sq fl 3-value of Insulation Floors trl Sq, ft in so ft, CLIMATE PRO INSULATION, SAO WEIGHT — 28.S LH. MINIMUM R-VALUE hr*sq.ft.*1F/BTU) MINIMUM INSTALLED THICKNESS (in.) SETTLED THICKNESS (in.) BAGS PER 1,000 SO. FT MAXIMUM NET COVERAGE (sq.ft./bag) MINIMUM WEIGHT Ibs4sq.1L) — To obtain an insulation Installed insulation should not be less Expected thickness after long-term settling Minimum number of bags per 1,000 sq-ft. Contents of this bag should not cover The weight per sq, ft. of installed insulation resistance IRI of than: has occured of net area: more than: should not be less than: 11 4.3 43 4.8 209 0150 13 5'o 5.0 5] 176 0,179 19 T2 72 8.4 118 0,266 22 8,3 8,3 9A 101 0310 26 9.7 93 11,8 85 0,371 30 11.1 H 117 73 0A32 01) 13,8 171 56 0,559 44 153 15,7 20.8 48 0,656 49 17,3 173 23.5 43 0.739 60 203 20] 29,5 ..... L_34 0,928 See"o det wmwt"' adjustmem, In covetago fIn Chmm.i' P'w io'u fatwn insta(led In Minnesota Insulation Conti3 ctor Sqnatuie Date do Address Phone Home Builder Si nature eDate Company Address Phone Johns Manville r r;; n oim,V " P00, 654 31T3 BIC,162 4/13 (0 2013 Johns Manville, 717 17th Street, Denver, CO 80202