The URL can be used to link to this page

352 Country Club Ln new home permit CITY OF ATLANTIC BEACH ,a 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 v SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-1695 Job Type: SINGLE FAMILY RESIDENCE Description: new home, 3,160 s.f. heated/cooled, 838 s.f. non- heated/cooled Estimated value: $316,000.00 Issue Date: 10/5/2016 Expiration Date: 4/3/2017 PROPERTY ADDRESS: Address: 325 COUNTRY CLUB LN RE Number: 171962-0000 PROPERTY OWNER: Name: GROVER JR, WILLIAM HOWE Address: 325 COUNTRY CLUB LN GENERAL CONTRACTOR INFORMATION: Name: YOUNG AMERICAN HOME INC , CRC1327103 Address: PO BOX 54396 QA JUSTIN DAVID GALIONE Phone: -PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $564.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,128.00 BD PLAN REV. 2ND $50.00 SUBMITTAL STATE DCA SURCHARGE $16.92 =94 R VEP fAayn' -peV ewANCE�YJ1'ILALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DBPR SURCHARGE $16.92 Tatal Payments: $1,975.84 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORHIA BUILDING CODES. �'i" City of Atlantic Beach APPLICATION NUMBER jr Building Department (To be assigned by the Building Department.) 800 Seminole Road tb�SFQ - (bas j Atlantic Beach,Florida 322335445 Phone(904)247-5826 Fax(904)2475845 L, o;rru%' E-mail: building-dept@wab.us Date routed: di Ia�1 1zlp_w Cityweb-site: httpIl/ .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3"a.S C0LtAWJ Club LanC WSewices required Yes o Applicant: y�Ud1A A -rAWL&A hV^6 XC.Project: {\w VwML COtbS�(U(�Gl�) t� Par 1 $ 3 Reviewfee$lh-f /cf (ZN'DeptSignature o-6-16 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one. Comments: BUILDING PLANNING&ZONING Reviewed by: Date: dy'1 6 TREE ADMIN. Second Review: ❑Approved as revised. OD41ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 i City of Atlantic Beach Building Department APPLICATION NUMBER iA 800 Seminole Road (Tc be assigned by the Building Department.) Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 I Ya I =o:nvr E-mail: building-dept@coab.us Date routed: d� 1p1�' Cityweb-site: http:/Mnvw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: % ckS COtttl W1 C4 10 LaAC D reviewre uired Yes No 1�, . ,, W Applicant: NAA\q �ttAL('1(pn N0V�1S�G Project• Q1.l.J M DML ak(U '�`I'k4 Review fee$ Dept Signature RM gency Review or Permit Required Review or Receipt Dateof Permit Verified Bept.of Envimnmental Protectionept.of Transportation River Water Management Districtrps of Engineersf Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: ❑Approved. ,Denied. (Circle one.) Comments: IU4. �{.F f�j BUILDING PLANNING &ZONING / I, Reviewed by: s�� Date: fJTIJ�I( TREEADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: SSG ��I _/I r� PUBLIC UTILITIES �'r�[� � PUBLIC SAFETY Reviewed by:/�r+�✓� fid— —Date: .moi (. FIRE SERVICES Third Review: ❑Approved as revised. Denied. Comments: fy� ^ XReviewed by: 9/tI Ag Revised 05/14/09 / - Aft�V s � ZONING REVIEW COMMENTS Y City of Atlantic Beach j Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 j�tly? Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coalims Date: 08/09/16 Permit: 16-SFR-1695 Applicant: Young American Homes Review: 1st Address: PO Box 54396,Jacksonville, FL32245 Site Address: 325 Country Club Ln Phone: (904)641-6754 RE#: 171962-0000 Email Not Provided Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines.Specifically show the front yard setback measurement. The current measurement goes to some point on the porch. 2. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. 3. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. Derek W. Reeves Planner dreeves@coab.us ,I 5./�a' It 4 ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 08/09/16 Permit: 16-SFR-1695 Applicant: Young American Homes Review: 1st Address: PO Box 54396,Jacksonville, FL32245 Site Address: 325 Country Club Ln Phone: (904)641-6754 RE#: 171962-0000 Email Not Provided f , ,t J r / s�ou�� Ametic�'�✓ NomisQSZII .1 'fc^eri Se t� - AJ2-T Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing ; p' etbacks from all new elements to property lines. Specifically show the front yard setback measurement. The current measurement goes to some point on the porch. 2. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. eight: Section 24-17 requires height to be measured from grade to the highest point of a building's oof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall t on plans. Tre emoval: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this pr 'ect. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed ' the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit o No Tree Removal. Both forms are available on the city website under "Planning and oning"and t City Hall. F-wd �ra^� g Sv r vel - Derek W. Reeves e D 6 a Planner O 0 O (�� D VE dreeves@coab.us 11 -�o C— AUG 2 4 2016 l�C ZONING REVIEW COMMENTS i City of Atlantic Beach r� Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 fjJ3 q? Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 08/29/16 Permit: 16-SFR-1695 Applicant: Young American Homes Review: 2nd Address: PO Box 54396, Jacksonville,FL32245 Site Address: 325 Country Club Ln Phone: (904)641-6754 RE#: 171962-0000 Email yomgamericanhomes@bellsouth.net Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. The survey provided has different setbacks shown for the proposed structure than those in the site plan on sheet 1 of the plans. Please revise sheet 1 to reflect the 35 foot B.R.L.and the appropriate setbacks. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans.The height provided is from FFE,not grade.Please revise. 3. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly. The current plans call for the front porch to extend 4 feet into the front setback established by the B.R.L.This would mean that there could be no roof overhang on the front of the porch. Derek W. Reeves Planner &roves@coab.us 0\� �n s ?f''"'>> ZONING REVIEW COMMENTS ` City of Atlantic Beach 0 s s Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 9/4/16 Permit: 16-SFR-1695 Applicant: Young American Homes Review: 3rd Address: PO Box 54396,Jacksonville,FL32245 Site Address: 325 Country Club Ln Phone: (904)641-6754 RE#: 171962-0000 Email youngamericanhomes@bellsouth.net Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. The survey provided has different setbacks shown for the proposed structure than those in the site plan on sheet 1 of the plans. Please revise sheet 1 to reflect the 35 foot B.R.L. and the appropriate setbacks. The survey and site plan still show a different house placement. The site plan on sheet 1 is good. The building location shown on the site plan would have issues with number 2 below. 2. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly.The current plans call for the front porch to extend 4 feet into the front setback established by the B.R.L. This would mean that there could be no roof overhang on the front of the porch. Informational. 3. Cargo Containers: Are the cargo containers and covered dirt structure in the survey existing or proposed? Please be aware that Section 24-82(b) the number of buildings to three on a residential property. There are additional restrictions that limit the number of buildings between 150 square feet and 600 square feet to 1. The proposed garage and these structures exceed this limitation. Please let me know the status of the cargo containers and covered dirt structures. Derek W. Reeves Planner dreeves@coab.us \I `1 •b t&,XeQ lb L Y t ZONING REVIEW COMMENTS City of Atlantic Beach O s Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 OR c)' Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.as Date: 9/4/16 Permit: 16-SFR-1695 Applicant: Young American Homes Review: 3rd Address: PO Box 54396,Jacksonville,FL32245 Site Address: 325 Country Club Ln Phone: (904)641-6754 RE#: 171962-0000 Email youngamencanhomes@bellsouth.net Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. The survey provided has different setbacks shown for the proposed structure than those in the site plan on sheet I of the plans. Please revise sheet 1 to reflect the 35 foot B.R.L. and the appropriate setbacks. The surveyand site plan still show a different house placement. The site plan on sheet 1 is good. The building location s own on the site plan would have issues with number 2 ow. 2. Front Yard Projections: Section 24-83(b) limits front yard projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly. The current plans call for the front porch to extend 4 feet into the front setback established by the B.R.L. This would mean that there could be no roof overhang on the front of the porch. Informational. 3. Cargo Containers: Are the cargo containers and covered dirt structure in the survey existing or proposed? Please be aware that Section 24-82(b) the number of buildings to three on a residential property. There are additional restrictions that limit the number of buildings between 150 square feet and 600 square feet to 1. The proposed garage and these structures exceed this limitation. Please let me know the status of the cargo containers and covered dirt structures. Derek W. Reeves Planner D dreeves@coab.us SEP 1 3 2016 ,duly , City of Atlantic Beach APPLICATION NUMBER u'r Building Department " �EIVE (To be assigned by the Building Depanment.) ^ i i 800 Seminole Road .j %� Atlantic Beach, Florida 322335445 Phone(904)2475826 Fax(904)R-5E2�L 2 9 20 6 Y ,n yP E-mail: building-0eptQcoab.us Date routed: d* tp1''t'id0 Ifs Cityweb-site: http://�.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: %-\S C "LA�Y'y Ctub (AAC D review re uired Yes No ui Applicant: y01 " AkfnlfiLM bffCS, ming&Zoning or Project: (�W YWML CattStfu(�, _ u is ilities e Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved Denied. (Circle one.) Comments: J`` �4POAVAt BUILDING PLANNING &ZONING Reviewed b : ate: TREE ADMIN. Second Review: Approved as revised. pP ❑Denied. PUBLIC WORKS Comments: Jca AWuld PUBLIC UTILITIES "�6� PUBLIC SAFETY Reviewed by: Date: / �O FIRE SERVICES - Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14!09 i Aug 01 1612:57p Young American Homes, Inc 9046416755 p.2 ..00/01/2016 09:45 4042475843 ATLCBEAO/ CITY WORKS PAGE 01/02 CLOY OF ATLArMC BEACH - DEPARTMENT OFPOaUCwlM1LS - U9oiaMpipeW Aaa�c eeaeh H.)]211Ai16 t) TELEPRO)247-54124)SB)< iAx:(a9+)t47-Sae) arvw.maa.as J+ CONTRACTOR: DATE: 9.1.16 Yam%Amaicen Homes.Inc PERMIT 416.VR-1695 POBox54396 ^ ADDRESS: 325Cmmuy Club Lane 3aeksoav0le,}1 32245 Aloud.Beaeb,FL 12233 FAX: 904.641.6755 PERMIT APPLICATION FOR HOME CONSTRUCTION Your permu application has been by the Public Worse pepartment farthc rmsom Hoed talow. Plu,cmbmitthisirdnrmadoo car.ypur eadiwt eenvenienee)no dutxmay approve yourapplicarion. IFywbave any questions,please contact Scott wOliaras, Deputy Public Works Director at 904.247-5834 aremail avnl]ismsQceeh.m. UMLIC WORKS CORRECTION ITEMS: 101 6 ma kejoltotving fnjpmrarian ro the Public Works DeporbstrO V. provide construction site management plan,including kiation of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Ye Provide drainage plans showing site topography(How arrows,etc.). Provide impervious surface calculations for entire lot(existing and post construction). "* Section 2465(b)of the sand Development Regulations requires on-site storage for increased run-off if adding 4DO SF or mom Impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). •• Provide a pre-construction topographic survey prepared by a Florida Ucensed Professional land 5urveyor,showing V contours. Z10kWC W KS CONDITIONS OF APPROVAL: (Taefnlfowiagmmmenrs wit!he Drtnred an Your pennn as Conduions o/dPDrowA `* Full erosion control measures must be installed and approved prior to beginning any earth dislurbing activities. Contact PublicWorks(247-5834(for Erosion and Sediment Control Inspection prior to start of construction. " All sift must remain on-site during wastruction. '• If on-site storage is required,a post construction topographic survey documenting proper construction will be required. ex Rail off container company must bean City approved list and container cannot be placed on City Right of-Way. (Approved;Advanced Disposal,Resists,Republic Services,Shapell's,Sunshine Recycling and Waste Pro(. "• Full right-of-way restonation,including sod,Is required AIIWv�lrcin®�� govf rph 56 ziP C, Moi �0 �o /1eri.+, /,,,:p✓,�G ec: Tom GnilwFargeq Bid,-Dept , -, T rS t�A�yr�r CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS ^JS 1200 S.41M lane t J Aramic Bach,FL 322334318 S) TELEPHONE:(9 )247-5834 FAX:(904)247-5843 www.coab.us ��Difl�r CONTRACTOR: DATE: 8-1-16 Young American Homes,Inc. PERMIT# 1&SFR-1695 PO Box 54396 ADDRESS: 325 Country Club Law Jacksonville,FL 32245 Atlantic Beach,FL 32233 FAX: 904-641-6755 PERMIT APPLICATION FOR NEW HOME CONSTRUCTION Yew permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve yaw application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) •* Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Provide drainage plans showing site topography(flow arrows,etc.). Provide impervious surface calculations for entire lot(existing and post construction). •" Section 24-66(b)of the land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ** Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing V contours. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be primed on your permit as Conditions of Approval) ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. ** All silt must remain on-site during construction. •* If on-site storage is required,a post construction topographic survey documenting proper construction will be required. ** Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). *• Full right-of-way restoration,including sod,is required. cc: Toni Gindlesperger,Bldg. Dept. I b r ori ice- k /�- �r. z-- peMo d r � r L M z 2 r / 7 � z ! _ � 3 Arlo- Aug 01 1612:57p Young American Homes,Inc 9046416755 p.1 young American H O M E FACSIMILE TRANSMITTAL SHEET TD. FROM City of Atlantic Beach Tiffany Galion CONPA\Y: DATE FIX NC VBEPo TO-AL NO.QF?ACES.INCLUDING COV tl11 247-5843 4 PHONEVUMBE& SENDERS REPERENCBNUMBM RC: YO.... f. ENGE FUMBEW Application#16-SFR-1695 ❑URGENT ❑ FOR REVIEW Cl PLEASE COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLE NDTPS100M.LM, All of the documents noted on page 1 of 2 were submitted at the time the pertnit was submitted,there were 4 copies given to the clerk. I have attached a copy of that in this fax. Please callJustin at 904-759-9302 if this is not what you are in need of. Thank You, Tiffany P.O. Box 54396 IAGRSONVILLF N1. 31145 OFFICE (904) 641.6754 PAX (904) 641-6155 YOUNG AMURICA N H OYES®B ELLS OUTH.NET Ylawr City of Atlantic Beach APPLICATION NUMBER o Building Department `, + 0 �.,,'C !' Y (To 6e assigned by the Builtling Department.) i 800 Seminole Road 9.J Atlantic Beach,Florida 32233-5445 I "� Phone(904)247-5826 - Fax(904)24 44UL Z 9 2U16 ''zeni" E-mail: building-dept@coab.us Date routed: d� la IdO {r� City web-site: http:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: %-\S COk-LAW1 Gly,0 4AP D review required Yes No ui Applicant: yDURq ylIM1W,(&A bee St�C nning&Zoning or Project: Q VWML. �(U ,�( u lic ilities Fire Services IT Review fee$ 2S- Dept Signature RM gency Review or Permit Required Review or Receiptof Permit Verified B Dateept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APP ICATION STATUS Reviewing Department First Review: Approved. ODenied. (Circle one.) Comments: BUILDING PLANNING &ZONINGReviewed by: f. � �� ""'e"'�--�yate: �/✓r I TREE ADMIN. Second Review: Q CWOR////'''' Approved as revised. ODenied. C S Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ODenied. Comments: Reviewed by: Date: Revised 05/14/09 I Doe M 2013002798, OR BE 16204 Page 1616, Number Page,: 1, Recorded 01/04/2013 at 07:25 Aid, JIM FULLER CLERK CIRCUIT COURT DUVAL COONTY RECORDING $10.00 DEED DOC ET $3220.00 Prepared by&Return lo: Christine Micieli-Pirkent America's Choice This Company I70AIANrAh Pace Vera Beach,Florida 32082 Pole Number: 12-762 Property Appraiser's Farad U.(Alm)Number(,): 1719620000 Doeumenmry Shempa have been,m aF M ounto/U,210.60 Purchase nice:5460,000.00 General Warranty Deed Made this❑a day ofEdember,2012,by Mont W.Grunthal and Memn Greatest,husband cod-RS whose Pat Office Address u 546 Cuddlie Terrace Ofive,Neptune Bench,32266;hmemafler refmd to as As Grnmrs;to WIMem Howe Graver,Jr.and Von,J. Grover,husband and wife;whose Post Man Address is 325 Coan sv Club lane,Added.Bauch,Florida 3n3l;hcen eft.,referred re es re Grmrea; (Man,ru ce own.1.nm,'aw"ses^pneac lunede Yl are cash.b61,In..and ere W,,local.,—,.a.and se ham f lmiiMm,,me me mcam,and nny,aacmpomsoad Witnesseth,that the gram.,for and in consideration ofthe sum of Too Cohort,($10.00)and omervauable oraidnaHana,receipt whereof is hereby nknowledged,hereby gram,bargains,sells,aliens,remisns,sleazes,conveys and confirms "to the cremes all that certain had situate in Duval County,Florida,viz: Lot 3,]pock 5,Selves Marisa Unit No.2,according to the map or plat thereof,as recorded in Plat Book 27, Pages)6 and 6A,of the Public Records of Duval County,Florida. Together with all me tenements,had diWlents and eppanenancea And.balancing or in nywiw appertaadr, To Have and to Hold,to aurae in rte simple forever. And to grace,herby name wiM said grantee mat Me grantor is lawfully attend of acid land in Ace simple;that the land.,has good right mal lawful maturity to sell end Conroy said Ind;MM to canter hereby fully wammts Me title an said Ind and will datnd the acme.point Me IawN1 clams of all persue who ndava,,and to nM Ind is find of all nconsmw aerad taxa acemn,su rte end to December 31,2013. fn Witness Whereof,the acid granter has signed and sanded Mese prevents the day n sefirstnbovewramen. Signed,sealed and delivered in our presence wu ee area.ar.y Ma ama:m.an=14iensmdm c ✓7 Melia.Grunthal SeteefFlorida County of St.lohm The foregoing instrument was acknowledged before me this 17e day of Decamba,2012,by Monte W.GrvaMel and Meliae Orde al, who produced Driver's Licenses a identification. Nonp Poblle — - MnlNrm. Grl,Nee Mkkll Ween Marq„n!M, VoOTARY6aAL1 w.. ... b . til s flM' '�` a`Ya a �vfie4g` NOTICE OF COMMENCEMENT State of F—� T/1 su Tax Folio No. County of Du V[tA To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCENT Legal Description of property being improved: SP1 -� 1A '" crL Address ofpmperty being improved:��5j_n-Fy-L,( GU ftT LA (✓ �Af�t C3�� 33 General description of improvements: N Q-.l.() (�G ys.I P + CtA Owner: lllitCt.lm Owner's interest in site of the improvement: 31133 Fee Simple Titleholder(if other than owner): 1 Name: g.Eontractor: 7(}117y� Address: 11 Telephone No.: qOy'-b1t j-V 154 Fax No: Surety Wally) Address: Amount of Bond$ Telephone No: Fax No: Name and address ofany person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Li It 'a Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is specified): One(I)year from the date of recording unless a different date is THIS SPACE FOR RECORDER'S USE ONLy OWNERR� Doc#2016171536,OR BK 17646 Pape 1633, Signed: 4� 2 G Date: Number Papel:1 Before me this day of e N the CAu of Duval,State Reearded 07/26/2016 at 0435 PM, Of Florida,has personally appearedRonnle Fu 1 FCI COUNTY ssa11 CLERK CIRCUIT COURT DUVAL Notary PublicazLarge,State of Florida,County of Duval. RECORDING$10.00 My commission expires: .a D (Personally Known: � induced Identification: or 0.,%' NYCOuMFMFWISaIOGpVd.DNE rEwA27.2 oDz281 II Aug 3016 02:40p Young American Homes,Inc 9046416755 p.1 ZONING REVIEW COM 1ENTS r "* l City of Atlantic Beach ., Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 mon 0 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 08/29/16' l Permit: 16-SFR-1695 Applicant: Young American Homes � 9 Review: 2nd Address: PO Box 54396, Jacksonville,F132245 t -Site Address: 325 Country Club Ln Phone: (904)641-6754 1 REN: 171962-0000 Email youngamericanhomes@bellsouthnet y Correction Comments 1. Setbacks: Section 24-67(c) requires a site plan showing setbacks. 'ne survey provided has different setbacks shown for die proposed structure than those in the site plan on sheet 1 of the pease' F rer�se et ore a oot . an a appropriate setbacks. 2. Height: Secuon requves Height to be meas a highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall hei t on plans.The height provided is from FFE, not grade. Please revise. 3. Frontward Prolecnons— e—S�ittoo24- 3(�6jfimrts front o�projections into front yard setbacks, including roof overhangs, to 48". Please show that this requirement is being met or revise plans accordingly. The current plans call for the from porch to extend 4 feet into the front setback established by the B.1LL. This would mean that there could be no roof overhang on the front of the porch. V, Derek W. Reeves Planner �`c' dreevesQcoab.us Qb s t s NOTICE OF COMMENCEMENT State of YI L"d__ Ce(ei Taor Folio No. Countyof_ LUVCAA To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information iss�ata{ed in this NOTICE OF COMMENCE NT • L Legal Description of property being improved: 21-6 Ib aS-,Me / _ L— / 1 G Address ofproperty being improved: *215 C s UU/�n ✓�l( U Laylk�G./ i (, n t LNx33 General description o£improvements: N�i.t) Vo r + C6 Ownff' `` '� Address 3x5 Cmrs�'YL. (li Ih h _ PIA Owner's interest in site ofthe improvement: 37a �ee Simple Titleholder(if other than owner): Name: F.2ontractor, YQIi Address:yV1 o X. 5t-{-1(71n11 Telephone No.:�Oy--b4 -lei Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Faz No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Strauss. (Fill in at Owner's option) Name: Address: Telephone No: Feet No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different dam is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER �� Doc M 2016171636,OR BK 17648 Page 1G , Signed: YY IG G Date: Z Z&%, Number Pages:1 Befoa me this day of N the of Duval,State Recorded 07/2612016 ra o4:35 PM, Of Florida,has personally appeared Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public at Large,Slate of Florida,uounty of Duval. COUNTY My commission expires: D RECORDING$10.00 Personally Known: or Produced Identification: %^. r1Fru+vcnLloraE D �E "F� MYCOMMISSIONNGG WIIU E%PIRE6:Ngun Zr,ZD'N il'4o ..rf BaeNtlaNu ilmary puN[gntlem+rM OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY pp tea e o es: Review Result(circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Spaced?12Q s- Non-Habitable?3Ff s.F Impervious area Miscellaneous Information Occupancy Group 3 Type of Construction U'(3 Number of Stories 7— ZoningDistrict g4– z– Max. Occupancy Load_ Fire Sprinklers Required_ Flood Zone X Conditions/Comments: i I Qefml-1 �s - /6 - 51-2- �6qs S 16 - OehR-n5v NOTICE OF COMMENCEMENT OFFICE COPY State of jjcu Tax Folio No. Countyof v To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is sta ed in this NOTICE OF COMMENCE Legal Description 017property being improved: U0. arl-(o Ie--as-aqE Address ofproperty being improved: TY5 C151JV1T t�"W GU I cL e yA,fl (� �n f i C3Wx'33 General description of improvemems: N L-W NOM p } Cr�A.G Owner. �` 1(h Addr ss 3 e .7 ( �I IYl h Fi-YVIr�"1 ��1 Owner's interest in site ofthe improvement: Fee Simple Titleholder(if other than Owner)- `( Name: ` n y2antractor: 0-u VIf.) T,jI Aevi C-0 r) f11yW12C1—V�` I��Vyl� Address. Po i6o)c 54-x' U lar &Onul I Lp E( J� Telephone No.: Fax No: I� t64•�-�J—IrJ Surety(ifany) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the constmctiun of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different data is specified): TMS SPACE FOR RECORDER'S USE ONLY OWNER /�� //�. Doc 8 2016171538,OR BK 17648 Page 1633, Signed: YF 2�I Date: 2 Number Pages:1 Before me this day of a in the C of Duval,State Recorded 0728/2018 at 04:35 PM, Of Florida,has personally appeared 1 Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of rum. UmmaymDuval. COUNTY My commission expires: RECORDING$10.00 (Personally Known: Produced Identification: � YM '�S TIffANY OPiIOna l e?��-. .". MYCOMNISSION4GGaaYlBa ?:.VE%PIREaµPa9�n17,1a2a .. 8� Doc g 2013002798, OR BR 16204 Page 1616, Number Pages: 1, Recorded 01/04/2013 at 07:25 AM, SIM FULLER CLERK CIRCUIT COURT DUVAI, COUNTY RECORDING $10.00 DEED DOC ST $3220.00 OFFICE COPY Prepared by&Return to: Christine Micieli-Pickin Amedca's Choice Title Company 170 AIA Ninth Ponce VMoUsseR Florida 32092 File Number: 12-762 property Appraiser's Parcel I.D.(folio)Nambs,(ah 171961-0000 Doeum .'shat,ah.vabees"din panroJ53,710.00 Pareh.Price:$460,000.00 General Warranty Deed Made this❑t day of De¢mbm,2012,by Mont W.Crumbs!Rod MelWa Groused,husband and wile,whose Pant OfRa Address is 546 Camellia T<mce Drava,Nelson,Butch,32266;heomaaar moved to as the Grantors;to WWam Howe Groves,Jr.and Vicky J. Grover,husband and wife;whose Pon Office Address is 325 Conroy Club Lane,Atlantic Beach,Florida 32233;hereinafter rammed. .,he Grantee; twmew,uW a was,Nm'yme,uG'paem bdonbl Nepeoia bsetwa mW antl W lin,lepl,tp musfimad mstas of .11.m.,MRwsw.and aversarwRomise) Witnesseth,that$e grantor,our no in comiderstim ofthe sum of Ten Dollars,($10.00)Rod o$erweluable wmademtions,motile whale des hereby acknowledged,hereby Brant,torture,sella,slims,mmaem,ralm es,ammys and wnfirms unto the protest,all that owl in land situate in Duval County,Flonds,viz Lot 3,Block 5,Salva Marina Unit No.2,according to the map or plat thereof,as recorded in Plat Book 27, Page(s)6 and 6A,of the Public Records of Duval County,Florida. Together with all the tensm a s.hmedimmena end appwt<nar.es Nem.heloogang or in en"an appersining. To Have and to Hold,the same in fee simple forever. And$,grantor M1erthy townenn with mid g onew that$e grantor is lawfully mind of mid land in fee sime;not the grantor has gond right end lawful submit,.mil and convey Bold land;that$e arms,bunchy fillly wanents the tile.said lard and will d,fund the same d,umt the lawful chime of It persons who nwaver;end that said land is free of all oncuandome a except a. acaoitg subsequent.Oeember 31,2013. In Witness Whereof,the mid Vanier hat signed and sealed ones presents$e dorm wfirat show,wrinen. Signed,sealed and delivered in our presence wnn rat: smlmm.k MO hefts:Ca,M1tlee MklelHleaelr ei�� Melina Grvn1M1tl SlateofFloride County of SL Johns The lwa ing InaWmwt out mknowl,dg,d beton me thin 17-day of 0acembea 2012,by Monte W.Gmmhal and Mean.Grvmhol, who produced Driver's Licenses m identification. C s" ewer r.elNww:..e: CTrlmne Mlddl pkbtl le MOiARY9EAL) As Eby„ 1,V mmiaNu rERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 3a-5 COU0& �ayy 4. 6 3D,�� Permit Number: _I(0—FAYf_- to qS' Legal Description lylf,�,uhl3ra- Blxk-c) U43 oor eaoated/cooled Parcel# �'-I-lo 1b-a'$- t=• Valuation of Work Proposed Work he5 �d 7 non-heated/cooled 99g Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/pa win dow/d oe Use of exis&ag/proposed stroctum(s)(circle one): Commercial �d If an existing structure,is a rite sprinkler system installed? (Circle one): es T07rr S° g Florida Product A proval# SF. For multiple products use pro net approve orm Describe in in detail the --�"� ` type of work to be performed: � p y 2 2016 Prooert`yfOwner Intimation: n�.,�'"�,," Name: WIIIIQ'%f1 _ W2- �y�lQ,t� �(', Address: Ja� Wvrflvh City�'1.1Ld1•('IL of �7 773� Phone_ ',}U7r• 3 11D E-Mail or Fax#(0ptional) ` Contractor Information: I, Company Name: 1!)U1'1f.1 I(CIYt ?fIS1M 1 Imo`Qualifying Agent:�US'S I✓� Ctt�[1 OV?Q> Address, I=.: K - l7 city — State,�_Zip — Office Phone tion/R let-61 tion g V Job Site/Contact Number �IRy--75�-q�n'�r Fax# �104�S State Certification/Registration# C 1,5-61(03 Architect Name&Phone# N(P, Engineer's Name&Phone# COS p _ D Fee Simple Title Holder Name and Address ` Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installar o a as indicated I certify that no work or installation has commencedprior to the issuance oto permu and that all work will be performed to meet the standards ofd/laws regulating commotion in thisjurisdiction. This permit becomes null and void lfwork is not commenced within six(6)months, or lfconstruction or work is mmnded or abandoned fora 0eriod ofsix/6)months of anybe ome ager work is commenced. I understand that separate permits must be secured for Flearicai Work,Plumbing,Signs, Wars,PoWs,Flirnoces,Boilers,Healers, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1h..read and examined this o plication anal know the same to be true and correct. All provisions oflaws and ordimmes governing this type o)work will be complied with whether speclled hembn or not The granting of a permit does not presume to give authority to violate or cancel the provisions ofany other federal,state, or local law regulating construction or the performance ofconstruction. Signature of Owner IUL Signature of Contract _ Print Name W IV1Aew /� Print Name Swom to and subscribed before me Swo and subscti ed before me thisG�D ofn _10 .20 ( 6 this ay c9 206 .M Notary Public Notary Public TIFFtM GkIONE Mrcweaisslosacc aa22e4 vised 01.26.10 } �. F%PIPESFu9.nt31,3020 w,.+' BonaeernmNoury Punic unaemmers E� LEXP0108E& NIGI=6miq MMI 1,V mmiaNu rERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 3a-5 COU0& �ayy 4. 6 3D,�� Permit Number: _I(0—FAYf_- to qS' Legal Description lylf,�,uhl3ra- Blxk-c) U43 oor eaoated/cooled Parcel# �'-I-lo 1b-a'$- t=• Valuation of Work Proposed Work he5 �d 7 non-heated/cooled 99g Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/pa win dow/d oe Use of exis&ag/proposed stroctum(s)(circle one): Commercial �d If an existing structure,is a rite sprinkler system installed? (Circle one): es T07rr S° g Florida Product A proval# SF. For multiple products use pro net approve orm Describe in in detail the --�"� ` type of work to be performed: � p y 2 2016 Prooert`yfOwner Intimation: n�.,�'"�,," Name: WIIIIQ'%f1 _ W2- �y�lQ,t� �(', Address: Ja� Wvrflvh City�'1.1Ld1•('IL of �7 773� Phone_ ',}U7r• 3 11D E-Mail or Fax#(0ptional) ` Contractor Information: I, Company Name: 1!)U1'1f.1 I(CIYt ?fIS1M 1 Imo`Qualifying Agent:�US'S I✓� Ctt�[1 OV?Q> Address, I=.: K - l7 city — State,�_Zip — Office Phone tion/R let-61 tion g V Job Site/Contact Number �IRy--75�-q�n'�r Fax# �104�S State Certification/Registration# C 1,5-61(03 Architect Name&Phone# N(P, Engineer's Name&Phone# COS p _ D Fee Simple Title Holder Name and Address ` Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installar o a as indicated I certify that no work or installation has commencedprior to the issuance oto permu and that all work will be performed to meet the standards ofd/laws regulating commotion in thisjurisdiction. This permit becomes null and void lfwork is not commenced within six(6)months, or lfconstruction or work is mmnded or abandoned fora 0eriod ofsix/6)months of anybe ome ager work is commenced. I understand that separate permits must be secured for Flearicai Work,Plumbing,Signs, Wars,PoWs,Flirnoces,Boilers,Healers, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1h..read and examined this o plication anal know the same to be true and correct. All provisions oflaws and ordimmes governing this type o)work will be complied with whether speclled hembn or not The granting of a permit does not presume to give authority to violate or cancel the provisions ofany other federal,state, or local law regulating construction or the performance ofconstruction. Signature of Owner IUL Signature of Contract _ Print Name W IV1Aew /� Print Name Swom to and subscribed before me Swo and subscti ed before me thisG�D ofn _10 .20 ( 6 this ay c9 206 .M Notary Public Notary Public TIFFtM GkIONE Mrcweaisslosacc aa22e4 vised 01.26.10 } �. F%PIPESFu9.nt31,3020 w,.+' BonaeernmNoury Punic unaemmers E� LEXP0108E& NIGI=6miq MMI e ` ® \ ye : $ « \ \ \ \ } \ ƒ { ( m »\ \ { \ \ > ai \ R. \ } _ ; o [ fn / ) \\ \ \ \ \ ( � � \ _ ; { Ea , ( / \ \ \ \ { { \ ) \ \ \ \ \ } \ \ { $ § } ƒ l2l2rss < � ) \ ! ( = 4 [ : \ ( ) Fn ( \ ( \ < 2 ) ) Z k C" s ry w O o 0 B � c o � w Ra 3 n S O C d n C R 2 R ro Ro c d n R 9 O r 3 d 0 e 0 C R m R O m ?t E ED � } ` � � to \ M ° \ >& CD 27 \ ( ƒ ] m \ a m * ; e ( \ m co \ (7 { \ En \ l 2CD ( / ® � ( \ ■ ! Er } ^\ B [ ! ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report OFFICE COPY ESR-1655 Reissued April 2014 This report is subject to renewal April 1, 2016. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the/nfemational Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE roots. The foam plastic insulation is a two-component, PROTECTION open-cell, one-to-one by volume spray foam system with a Section:07 21 00—Thermal Insulation nominal density of 0.5 pct S kg/ma). The insulation REPORT HOLDER: is produced in the field by combining a polymeric isocyanate (A component) with a polymeric resin blend BAYER MATERIALSCIENCE LLC IS component). The insulation components have a shelf 2400 SPRING STUBNER ROAD life of six months when stored at temperatures between SPRING,TEXAS 77389 65-F(18"C)and 85°F(29°C)before installation. (800)221-3626 3.2 Surface-burning Characteristics: www.sof.bavermaterialscience.com The insulation, at a maximum thickness of 4 inches EVALUATION SUBJECT: (102 mm)and a nominal density of 0.5 per IS kg/m'),has a flame spread index of less than 25 and a smoke-developed BAYSEAL^"OC SPRAY-APPLIED POLYURETHANE index of less than 450 when tested in accordance with INSULATION ASTM E84.Thicknesses up to 12 inches(305 mm)for wall cavities and 16 inches (406 mm) for ceiling cavities are 1.0 EVALUATION SCOPE recognized based on room corner fire testing in Compliance with the following codes: accordance with NFPA 286, when covered with minimum /rinch-thick (13 mm) gypsum board or an equivalent ■ 2012 and 2009 International Building Cotle(IBC) thermal barrier complying with and installed in accordance ■ 2012 and 20D9 International Residential Code(IRC) with the applicable code. ■ 2012 and 2009 International Energy Consentafion 3.3 Thermal Resistance(R-values): Codee(IECC) The insulation has thermal resistance(R-value),at a mean ■ Other Codes(see Section 8.0) temperature of 75-F(24°C),as shown in Table 1. Properties evaluated: 3.4 BaysealTM IC Coating: ■ Surface-buming characteristics BaysealTM IC intumescent coating is manufactured by ■ Physical properties Bayer MatenalScience and is a water-based latex coating with a specific gravity of 1.31. BaysealTM IC is supplied in ■ Thermal resistance 5-gallon (19 L) pails and 55-gallon (208 L) drums and has ■ Attic and crawl space applications a shelf life of 12 months when stored in a factory-sealed ■ Fire-resistance-rated construction container at temperatures between 50-F(10°C)and 100-F ■ Exterior walls in Types 38°C).through IV construction o 3.6 Paint to Protect!DC315 Fireproof Paint: ■ Air permeability Paint to Protect" DC 315 Fireproof Paint is manufactured 2.0 USES by International Fireproof Technology, Inc.,and is a water- The BaysealTM OC insulation is used as a nonstmctural based coating supplied in 5-gallon (19 L) pails and thermal insulating material in Type I, ll, III, IV and V 55-gallon (208 L)drums. The coating material has a shelf construction (IBC) and dwellings under the IRC. See life of 24 months when stored in factory-sealed containers Section 4.5 for use in Type I, 11, III and IV construction.The at temperatures between 50-F(10°C)and 90-F(32°C), insulation is for use in wall cavities, floor assemblies, 3.6 TPR'Flreshelle BMS-TC Intumescent Coating: ceiling assemblies or alOcs and crawl spaces when 2 installed in accordance with Section 4.3. The insulation TPR Fireshell BMS-TC Intumescent Coating is a one- may be used in wall assemblies in fire-resistive-rated- component, water-based polymer coating. The coating is construction as described in Sections 3.8 and 4.4. supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of one year when stored in a 3.0 DESCRIPTION factory-sealed container at temperatures of 50-F (10°C)or 3.1 General: above. BaysealTM OC is a spray-applied cellular polyurethane 3.7 TPR'Flreahelle BMS-IC Intumescent Coating: foam plastic insulation that is installed in stud wall TPR2 Fireshell® BMS-IC Intumescent Coating is a one- assemblies, ceilings, floors, crawlspaces and cavities of component, water-based polymer coating. The mating is /CC-FS£,dvo,ion Repmore rronobeawmrvedmreprce'<mm8aevnN<, rn,,<^oWeroan.®^„ iybye,peEmlwltonService.^u^ra.ree,rMssorfro^dmeoeu.<a0, E40 �nnrf✓ma e,f,ee,,,,one,a,m,repon,e,,,,,a o„rvou.=,<or<ree erm<,<pov. 6110y . CMrghle 3014 Page t m4 ESR-1655 I Most Widely Accepted and Trusted Page 2 of 5 supplied in 5-gallon (19 L) pails and 55-gallon (208 L) 22 wet mils(0.56 mm)114 dry mils(0.36 mm)], at a rate of drums and has a shelf life of one year when stored in a 1.37 gallons (5.2L) per 100 square feet (9.2 m). The factory-sealed container at temperatures of 50-F(10-C) or coating must be applied over the BaysealTM OC insulation above. in accordance with the coating manufacturers instructions 3.8 Fire-resistance-rated Construction: and this report. Surfaces to be coated must be dry, clean and free of dirt, loose debris and other substances that BaysealT" OC spray-applied foam insulation is recognized could interfere with adhesion of the coating. The coating is for use in a limited load-bearing, one-hour, fire-resistance- applied in one teat by aidess spray equipment at ambient rated wall assembly when installed as described in temperatures above 50-F (10°C) and relative humidity of Section 4.4less than 70 percent. 3.9 Air Permeability: 4.2.2.2 Application with TPR2 Fireshell® BMS-TC BaysealTM OC spray-applied polyurethane insulation, at a Intumescent Coating:The prescriptive 15-minute thermal minimum thickness of 3.5 inches (89 mm), is considered barrier may be omitted when installation is in accordance air-imperneable insulation in accordance with Sections with this section. The insulation and coating may be used R806 and R202 of the IRC based on testing in accordance in lieu of the code-prescribed 15-minute thermal barrier. with ASTM E283. The foam plastic insulation thickness must not exceed 4.0 INSTALLATION 7'/2 inches(1 91 mm)in walls and 9'/2 inches(241 mm) in ceilings, and the insulation must be covered with 20 wet 4.1 General: mils (0.5 mm) ]12 dry mils (0.30 mm)] of TPR' Fireshell° Bayseal' OC insulation must be installed in accordance BMS-TC intumescent coating applied in a single coat at a with the manufacturer's published installation instructions rate of 1.25 gallons (4.75L) per 100 square feet (9.2 ma). and this report.A copy of the instructions must be available Surfaces to be coated must be dry, clean and free of dirt, at all times on the jobsite during installation. loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coal The substrates to which the insulation is applied must be by airless spray equipment, medium knap roller or brush at clean, dry and free of frost, ice, loose debris, or ambient temperatures above 62-F and 95-F (16"C and contaminates that will interfere with adhesion of the spray 35"C)and relative humidity of less than 70 percent. foam insulation. 4.3 Attics and Crawl Spaces: The insulation must be protected from the weather during 4.3.1 Application with a Prescriptive Ignition Bartter: and after application. The insulation must not be applied in electrical boxes. When BaysealTM OC insulation is installed within attics or crawl spaces where entry is made only for service of The insulation is applied in passes having a maximum utilities, an ignition barrier must be installed in accordance thickness of 6 inches(152 mm) per pass. Multiple passes with IBC Section 2603.4.1.6 and IRC Sections R316.5.3 are made to obtain the desired thickness, which is not to and R316.5.4, as applicable. The ignition barrier must be exceed 12 inches(305 mm)for wall cavities and 16 inches consistent with the requirements for the type of (406 mm) for ceiling cavities. The insulation must not be construction required by the applicable code, and must be used in areas that have a maximum service temperature installed in a manner so that the foam plastic insulation is greater than 180°F (820C). The foam plastic insulation not exposed. Baysealm OC insulation,as described in this must not be used in electrical outlet or junction boxes or in section, may be installed in unvented attics in accordance contact with rain, water or soil. The substrate must be free with IRC Section R806.The attic or crawl space area must of moisture,frost or ice, loose scales, rust,oil and grease. be separated from the interior of the building by an 4.2 Thermal Barrier: approved 15-minute thermal barrier as described in Section 4.2.1. 4.2.1 Application with a Prescriptive Thermal Barrier: The BaysealTM OC insulation, with a maximum nominal 4.3.2 Application without a Prescriptive Ignition thickness of 12 inches (305 mm) for wall cavities and Barrier: Where the spray-applied insulation is installed in 16 inches(406 mm)for ceiling cavities, must be separated accordance with Sections 4.3.2.1, 4.3.2.2 or 4.3.2.3 the from the interior of the building by an approved thermal following conditions apply: barrier of 1/2-inch-thick 112.7 mm) gypsum wallboard or a) Entry to the attic or crawl space is to service utilities, an equivalent 15-minute thermal barrier complying with and no storage is permitted. and installed in accordance with the applicable code. b) There are no interconnected attic or crawl space areas. Exception: within an attic or crawl space, installation must be in accordance with Section 4.3. c) Air in the attic or crawl space is not circulated to other 4.2.2 Application without a Prescriptive Thermal parts of the building. Barrier d) Attic ventilation is provided when required by IBC 4.2.2.1 Application with Paint to Protect DC-315 Section 1203.2 or IRC Section R806, except when air- PP impermeable insulation is permitted in unvented shoe intumescent Coating: The prescriptive 15-minute thermal in accordance with the 2012 IRC Section R806.5(2009 barrier may be omitted when installation is in accordance IRC Section R806.4). Under-floor (crawl space) with this section.The insulation and coating may be spray- ventilation is provided when required by IBC Section applied to the interior facing of walls, the underside of roof 1203.3 or IRC Section R408.1,as applicable. sheathing or roof rafters, and in crawl spaces, and may be e) Combustion air is provided in accordance with left exposed as an interior finish without a prescribed Combustion Mechanical vidCode Sectioncord 15-minute thermal barrier or prescribed ignition barrier. internati701. The thickness of the foam plastic applied to the underside 4.3.2.1 Application with Bayseal IC Intumescent of the roof sheathing must not exceed 102 inches Coating: In attics, BaysealTM OC insulation may be spray- (292 mm). The thickness of the foam plastic applied to applied to the underside of roof sheathing or roof rafters; vertical wall surfaces must not exceed 10 inches(254 mm). and in crawl spaces, BaysealTM OC insulation may be The foam plastic must be covered on all surfaces with DC spray-applied to the underside of floors as described in this 315 Fireproof Paint at a minimum wet film thickness of section. The thickness of the foam plastic applied to the ESR-1655 j Most Widely Accepted and Trusted Page 3 of 5 underside of the tap space must not exceed 16 inches compound in accordance with ASTM C840 or GA216.The (406 mm). The thickness of the foam plastic applied to interior cavity is filled with BaysealTM OC spray-applied vertical surfaces must not exceed 111/4 inches (286 mm). foam insulation. All foam plastic surfaces must be covered with 7.5 wet mils s Opposite Face: One layer of /e-inch-thick (15.9 mm) (0.2 mm) [4 dry mils (0.10 mm)] of the BaysealTM IC intumescent coating described in Section 3.4. The Type gypsum wallboard must be applied ithe same BaysealTM IC intumescent coating must be applied over mannerr as for the initial face. The horizontal joints in the the BaysealTM OC insulation in accordance with the gypsum wallboard the opposite face must be staggered manufacturer's instructions and this report. Surfaces to be a minimum of 8 inches(203 mm) from the horizontal joints coated must be dry, clean, antl free of dirt, loose debris in[ha wallboard on the initial face. If the intention is for use and any other substances that could interfere with as an exterior wall, code-complying sheathing and a code- adhesion of the coating. The BaysealTM IC coating is complying exterior wall covering must be installed in applied with a medium-size nap roller, soft brush or accordance with the applicable code. conventional airless spray equipment at a rate of 0.5 gallon 4.4.2 Axial Load Design: Axial loads applied to the wall (1.9L) per 100 square feet (9.2 m"). The coating must be assembly must be limited to the lesser of the following: applied when ambient and substrate temperatures are 1. 2,756 pounds(122 642 N)per stud. above 50-F(WC)and requires a 24-hour curing time after 2 A maximum of 51 percent of the load calculated in application. BaysealTM OC insulation, as described in this accordance with Sections 3.6 and al of the section, may be installed in unvented conditioned attics in accordance NDS. accordance with the 2009 IRC Section 11806.4 or the 2012 IRC Section 11806.5. The attic or crawl space area must be 4.5 Exterior Walla in Types I, II, III and N separated from the interior of the building by an approved Construction: 15 minute thermal barrier as described in Section 4.2.1. When used on exterior walls of Type 1, II, 111 and IV 4.3.2.2 Application with TPR" Fireshelle BMS-IC construction, must comply with Section 2603.5 of the IBC Intumescent Coating: In attics, BaysealTM OC insulation and this section (Section 4.5), and the insulation must be may be spray-applied to the underside of roof rafters; and installed at a maximum thickness of 3'/e inches (92 mm) in crawl spaces, BaysealTM OC insulation may be spray- Sea Table 2 for a description. The potential heat of the applied to the underside of floors as described in this BaysealTM OC spray-applied polyurethane insulation is 488 section. The thickness of the foam plastic applied to the Btu/R(5.5 MJ/m')per inch of thickness. underside of the top space must not exceed 9'/" inches 5.0 CONDITIONS OF USE (241 mm). The thickness of the foam plastic applied to The BaysealT" OC insulation described in this report vertical surfaces must not exceed 7 inches (178 mm). All complies with, or is a suitable alternative to what is foam plastic surfaces must e Covered mating with the TPR specified in,those codes listed in Section 1.0 of this report, Fectiont BMS-IG intumescent coating described in Section 3.7.The intumescent orating must be applied over subject to the following conditions: the BaysealT'" OC insulation in accordance with the 5.1 This evaluation report and the manufacturer's manufacturers instructions and this report. The foam published installation instructions, when required by plastic insulation must be covered with 7 wet mils(0.2 mm) the code official, must be submitted at the time of 14 dry mils (0.10 mm)] of TPR" Fireshelle BMS-IC permit application. intumescent coating applied in a single coat at a rate of 5.2 Bayseal- OC insulation and BaysealTM IC 0.83 gallon(1.10 L)per 100 square feel(9.2 m). Surfaces intumescent mating must be installed in accordance to be mated must be dry, clean and free of dirt, loose with the manufacturers published installation debris and other substances that could interfere with instructions, this report and the applicable code. The adhesion of the coating. The mating is applied in one mat instructions within this report govern if there are any by airless spray equipment, medium knap roller or brush at conflicts between the manufacturer's published ambient temperatures above 70-F (21°C) and relative installation instructions and this report. humidity of less than 70 percent, and requires a 24-hour 5.3 BaysealTM OC insulation must be separated from the curing time. The attic or crawl space area must be interior of the building by an approved 15-minute separated from the interior of the building by an approved 15-minute thermal barrier as described in Section 4.2.1. thermal barrier, as described in Section 4.2.1, except as noted in Section 4.2.2. 4.3.2.3 Use on Attic Floors: BaysealT" OC insulation 5.4 BaysealTM OC insulation must be protected from the may be installed at a maximum thickness of 11'/4 inches weather during and after application. (286 mm)between joists in attic floors.The insulation must be covered on all exposed surfaces with BaysealTM IC 5.5 BaysealTM OC insulation must be applied by installers intumescent mating as described in Section 4.3.2.1. The certified by Bayer MaterialScience LLC. BaysealT' OC insulation must be separated from the area 5.6 Vvhen use is on buildings of Types I, 11, III and IV beneath the attic by an approved thermal barrier. An construction, installation must be as described in ignition barrier in accordance with IBC Section 2603.4.1.6 Section 4.5 and Table 2. and IRC Section R316.5.3 may be omitted. 5.7 Use of BaysealTM OC insulation in areas where the 4.4 One-hour Fire-resistance-rated Wall Assembly probability of termite infestation is "very heavy' must (Limited Load-bearing): be in accordance with IBC Section 2603.8 or IRC 4.4.1 Initial Face: One layer of%-inch-thick (15.9 mm) Section R318.4, as applicable.. Type X gypsum wallboard must be applied parallel to the 5.8 Jobsite certification and labeling of the insulation must interior face of 2-by-6 wood studs spaced a maximum of comply with IRC Sections N1101.4 and N1101.4.1 16 inches (406 mm) on center. The gypsum boards must and IECC Sections 303.1.1 and 303.1.2, as be attached using Type S, 1'/e-inch-long (41 mm) screws applicable. spaced 8 inches (203 mm) on center. All exposed 5.9 In exterior wall applications, a vapor retarder may be wallboard joints must be taped with joint tape, and required by the code official in accordance with IBC compound and screw heads must be covered with joint Section 1405.3 or IRC Section R601.3,as applicable. ESR-1655 I Most Widely Accepted and Trusted Page 4 of 5 5.10 Bayseal- OC insulation is produced in Phoenix, ■ 2006Inlemationa/Residential Code°(20061RC) Arizona and Spring, Texas, under a quality control 0 2006 Intannational Ener Conservation Code 2006 program with inspections by ICC-ES. gY IECC) 6.0 EVIDENCE SUBMITTED The products comply with the above-mentioned codes as 6.1 Data in accordance with the ICC-ES Acceptance described in Sections 2.0 through 7.0 of this report,except Criteria for Spray-applied Foam Plastic Insulation as noted below: (AC377), dated June 2012, including reports of tests Application with a Prescriptive Thermal Barrier: see in accordance with Appendix X of AC377. Section 4.2.1, except the approved thermal barrier must 6.2 Reports of room corner tests in accordance with be installed in accordance with Section R314.4 of the NFPA 286. 2006 IRC. 6.3 Report of air leakage testing in accordance with If Application without a Prescriptive Thermal Barrier: ASTM E283. See Section 4.2.2. 6.4 Report of testing in accordance with ASTM El 19. ■ Application With a Prescriptive Ignition Barrier: See 6.5 Report of potential heat of foam plastic testing in Section 4.3.1 except attics must be vented in accordance with NFPA 259. accordance with Section 1203.2 of the IBC or Section R806 of the IRC, and crawl space ventilation must be in 6.6 Report of fire propagation characteristics testing in accordance with IBC Section 1203.3 or IRC Section accordance with NFPA 285. R408,as applicable. 7.0 IDENTIFICATION ■ Application without a Prescriptive Ignition Barrier: Components for Bayseal'"' OC insulation are identified See Section 4.3.2, except attics must be vented in with the manufacturer's name (Bayer MatertalScience, accordance with Section 1203.2 of the IBC a Section LLC), address and telephone number; the product trade R806 of the IRC,and crawl space ventilation must be in name (Bayseal^ OC); product type (A or B component); accordance with IBC Section 1203.3 or IRC Section use instructions;the density; the flame-spread and smoke. R408, as applicable and combustion air is provided in developed indices;the evaluation report number(ESR 1655); accordance with 2006 International Mechanical Code Sections 701 and 703 Intumescent coatings are identified with the ■ Protection Against Termites: See Section 5.7, except manufacturer's name and address, the product name and use of the insulation in areas where the probability of use instructions. termite infestation is Very heavy" must be in 8.0 OTHER CODES accordance with Section R320.5 of the 2006 IRC. In addition to the codes referenced in Section 1.0, the • 3obsite Certification and Labeling: See Section 5.8, products described in this report were evaluated for except jobsite certification and labeling must comply compliance with the requirements of the following codes: with Sections 102.1.1 and 102.1.1.q, as applicable, of I ■ 2006 International Building Code*(2006 IBC) the 2006 ECC. TABLE 1-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) 7 VALUE(°F.W.hathu) 1 3.7 2 7.4 3 11 3.5 13 4 15 5 18 5.5 20 6 22 7 25 7.75 27 8 28 9 32 10 35 11 39 12 42 13 46 14 50 15 53 16 56 For SI:1 inch=25.4 mm;1'F.R'.NBtu-0.176110 k.m'W. 'calculated R-values are based on tested K-values at 1-and 3.5 inch thicknesses. 217-values greater Nan 10 are rounded to the nearest whole number. • ESR-16551 Most Widely Accepted and Trusted Page 5 of TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES IN TYPES I,II,III AND IV CONSTRUCTION WALL COMPONENT MATERIALS 1—Concrete wall 2—Concrete masonry wall 3-1 layer%Wrch-Thick Type X gypsum wallboaml complying with ASTM CM or C1396 on Interior, Base Wall System— Installed over steel studs,minimum 3'/r-inch deep,No.20 gage,C-shaped,spaced a maximum of Use either 1,2 or 3 24 inches on center.Gypsum wallboard must be attached wkh NoS,1 4-Inch-long sell-tapping screws located 8 Inches on center along lire perimeter and in Me field of wallboard.Gypsum wallboard joints must be taped and treaded wilh joint compound in accordance with ASTM CM or GA-218. Floodine Firestoppbhg 4 pct mineral wool(e.g.,Thermaflber)in each stud cavity at each floodbhe attached with Zalips 1—None Cavity Insulation— 2—Full cavity depth or less of Bayseal-OC Insulation applied using exterior sheathing as substrate Use either 1 or 2 or 3 and covering the width of Me cavity and inside the stud flange 3-Fiberglass batt Insulation(faced or unfaced) Exterior Sall System Only for Base 1 +/+inch-thick,exterior type gypsum sheathing Wall System No.3 Use dimer 1 or 2 2—'/e-Inch-thick,exterior type gypsum sheatung 1—Brick-standard nominal 4-inch-thick day brick -Brick veneer anchors—standard types installed a maximum of 24 inches OC whically on each stud Exterior Wall covering— -Maximum 2 inch air gap between ederior Insulation and wi Use either i or t 2—Stucco-minimum /.-inch-thick,exterior cement plaster and lath.A sero glary water-resistive barrier may be installed betvreen the exterior Insulation and the lath.The secondary water-resistive barrier must not be fullioverage asphalt or butyl4based self-adhered membranes. For SI:1 inch=25.5 man;1 pc=18.018 kg/m'. F6RM R405-2014 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for held verification(usually 4 pagesrmay be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1- one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnwgyGaug -USRCSBv 1 6/1�r20162:49:]3 PM Page 1 of FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: YAGROVER Builder Name: Yourg American Homeelnc Street 325 Country Club Larre Permit Office: City,State,Zip: Atlantic Beach,FL 32233 Penrod Number Owner: Jurisdictim: Design Location: FL,Jacksonville County:: Duval(Fluor Climate Zone 2) 1. New construction or eaistirg New From Plans) 9. Wall Types(4031.3 sgfl.) Insulation Area 2. Single family"multiple family Sitgle-family a.Frame-Wood Exterior R=19.0 MOMb.Frame-Woad,Exterior R=13.0 751.33 M 3. Number of units,if multiple family 1 c.WA R= 6 4. Number of Bedrooms 5 d,N/A R= fP 5. Is thb a worst case? No 10.Ceiling Types (2320.0 sq6) Insulation Area a.Roof Deck(Unnamed) R=21.0 1720.00 ft' 6. Conditioned fio"area above grace(61 3760 b.Roof Deck(Unvented) R=21.0 600.00 ft' Co actioned floor area below grace(BH 0 c.N/A R= ft 11.Ducts R 74 ]. a.U-Fvrs(658.9 ag6J Description Area a.Sup:Atti4 Ret:Altiic,AH: st Flo 6 303]4 a. SHOO D01,U=e34 540.24 M b.Sup: Attic,Ret:Attic, H: 2nd Floor 6 250.66 SHGC: SHGC•0.23 n Sup:Attic,Rei:Attic,AH:Over Garage 8 91.13 b. U-Factor: Dbl,U-0.31 60.40 fl 12.Coaling systems kBtwhr ERcienq .Central Unit 22.2 SEER:14.00 SHGC: SHGC=0.22 ab.Central Unit 22.2 SEER:14.00 c. U-Factor: Obl,U•0.33 36.256' c.Central Unit 8.1 SEER:15.00 SHGC: SHGC=0.25 13.Heating systems kBtohr Ef ciancy J. U-Fact": N/A 1? a.Electric Heat Pump 22.2 HSPF:6.20 SHGC: b.Electric Heat Pump 22.2 HSPF:8.20 Area Weighted Average Overhang Depth: 5,217 6. c.Electric Heat Pump 10.9 HSPF:10.00 Area Weighted Average SHGC: 0,230 14.Hot water systems 6. Floor Types (,mcc sg6,) insulation Aree a.Propane Tankless Cap:t gallons EF:0.820 a.SlabOn-Gratle Edge Insulation R•0.0 1720.006' b. Conservation features b.Flo"Over Other Space R=0.0 1720.00X' None c.other(am details) R= 800.006' 15.Credits Psta, Glass/Floor Area: 0.175 Total Proposed Modified Loads: 91.06 pAS S Total Baseline Loads: 97.36 I hereby certify that the plans and specifications covered by Review of the plans andFINE SYq y, this calculation are in compliance With the Florida Energy specifications covered by this �S'0, Code. calculation indicates compliance y`v' .,"" =�s• T with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building Will be inspected for O °i a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida E e. ^ COD WE'Ca OWNERIAGENT: BUILDING OFFICIAL: m Y DA Z - DATE: -��L� - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory•sealed In accordance With R403.2.2.1. •Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.t.1 and an envelope leakage teat report in accordance with R402.4.1.2. 6117/20162.49 Pal Enera Gauge®USA-FlaRea2014 Section R4054.1 Compliant Software page of FORM R406-2014 PROJECT Title: YA GROVER Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned A. 3760 Lot# Owrer: Total Stories: 2 BlocidSubDiWsion: #of Units: 1 Worst Case: No Platited, Bulkier Name: Young American Homes,Inc Rotate Angle 0 Street: 325 Country Club Lane Permit Office: Cross Ventilation: No County: Duvet Jurisdiction: Where House,Fan: No City,State.Zip: Atlantic Beach, Family Type: Sirple-famity FL, 32233 N.Mcsting: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design DaityTemp V Design Location TMY Site Zme 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksomlle FL_JACKSONVILLE_INr 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1720 17200 2 Bleck2 1440 14400 3 Block3 600 4680 SPACES Number Name Area Volume Kitchen Occupants awrowns InSI ID Finished Cooled Heated 1 isl Floor 1720 17200 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1440 14400 No 4 3 1 Yes Yes Yes 3 OwrGarage 600 4680 No 1 1 1 yes Yes yes FLOORS i Floor Type Space Perimeter Perimeter R-Value Area Just R-Value Tile Wood Caidet 1 Slab-On-Grade Edge Insulation let Fluor 178 It 0 1720 M _ 0.5 0 0.5 2 Fluor Own Other Space 2nd Fluor ___ _ 1720W 0 0.5 0 0.5 3 Floor over Garage Own Garage -_- _-- 600 fP 0 0 0 1 ROOF / Roof Gable Roul Solar SA Emil) Emet Deck Pitch V # Type Materials Area Area Color Abler. Tested Tested Imul. (deg) I Gable or Shed Composition shingles 2595 W 580W Medium 0.85 No 0.8 No 21 26.6 ATTIC 1� i Type Vemblation Vent Ratio(1 in) Amo RBS IRCC 1 Full epic Unvenaxl 0 2320fl N N W17120162:49 PM EnergyGaugaUSA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of FORM R405-2014 CEILING i Gehrig Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under At4c(Unverued) Om Garage 30 Blaen 600M 0.11 Wood 2 Unit%Attic(UnvaMed) 1 a Floor 0 Blaen 280 IF 0.11 Worst 3 Under Attic(Unvenled) 2ral Floor 0 Blovn 1440w 0.11 Worst WALLS Adlecwd Space Cavity WiFtidth Height Sheathing Framing Solar Belau 1 N Exterior Frame-Wood Oyer Garage 13 24 0 7 8 184.0 If 0 0.23 0.65 0 2 N Extedw Frame-Wood 1st Floor 19 50 0 10 0 500.0ft 0 0.23 0.65 0 3 N Exterior Frame-Wood 2rvl Floor 19 39 6 10 0 395.0 IN 0 0.23 0.65 0 - 4 E Exterior Frame-Wood Olen Garage 13 25 0 T 8 191.7 W 0 0.23 0.85 0 _ 5 E Ededw Frame-Worst Iat Floor 19 39 0 10 0 390.0 IN 0 0.23 0.65 0 8 E Extedor Frame-Wood 2nd Floor 19 35 6 10 0 355.0W 0 0.23 0.65 0 _ T S E or Freme-Wood Over Gamier 13 24 0 T 8 184.0w 0 0.23 0.85 0 8 S Exterior Frame-Wood 1st Floor 19 50 0 10 0 111 w 0 0.23 0.85 0 9 S Exterior Frame-Wood 2nd Floor 19 39 6 10 0 395.0ft 0 0.23 065 0 10 W Extwior Frame-Wood Over Garage 13 25 0 T 8 191.7W 0 0.23 065 0 11 W Extwior Frame-Wood 1st Floor 19 39 0 10 0 390.0 ft' 0 0.23 065 0 12 W Eirtwlor Frame-Wood 2nd Floor 19 35 6 10 0 355.0 ft- 0 0.23 0.65 0 DOORS R Oml Door Type Space Stdrma U-Value Ft In Ft In Wirth Height Area 1 W Insulated Oyer Garage None .4 3 6 8 20 IF WINDOWS Orientation shown is the entered.Proposed onentation. J Wall Overhang i Orad ID Frame Panes NFRC U-Facto SHGC Area Depth Separation Int Shade Screening _ 1 n 1 Vinyl Lav-E Double Yes 0.33 0.25 12.3 W 1 it 0 in 6 it 6 in Drapeslblirda None 2 n 2 Vinyl Low-E Double Yes 0.34 0.23 18.4 fir 2ft0 in 31t6 in DrapesNlinds None _ 3 n 2 Vinyl Law-E Double Yes 0.34 0.23 18.0 W 12 It 2 in 3 ft 6 in DrapeebliMs None _ 4 n 2 Vinyl Law-E Double Yes 034 023 30.0 ft 12 It 2 in 3 ft 6 in Drapeablinds None 5 n 2 Vinyl Lav-E Double Yes 0.31 0.22 80.410 12 It 2 in 3 it 6 in Drapes blinds None 6 n 3 Vinyl Law-E Double Yes 0.34 0.23 49.2ft 2ft0 in 2It0 in Drapeslblinda Nona _ 7 e 4 Vinyl Lav-E Double Yes 0.33 0.25 &0W 2It0 in 1It6 in Drapeslblinds None _ 8 e 5 Vinyl lox-E Double Yes 0.34 0.23 24.6M 2ft0 in 2ft0 in Drapevblinds None 9 a 5 Vial Lox-E Double Yes 0.34 0.23 18.0 IF 2ft0 in 14It0in Drapeaiblinda None 10 a 5 VIN Lav-E Double Yes 0.34 0.23 18.0 fN 10It2in 2R0 in DrapeaAblinds Nora _ 11 a 6 Vinry1 Lox-E Double Yes 0.34 0.23 9.0 W 2 I 0 in 7 I 0 in Drapevblinds No. 12 a 6 VIrry1 Lou-E DouNe Yes 0.34 0.23 15.0 W2I 0 I 4It0 in Orapesiblinds None _ 13 a 6 Vinyl lav-E Double Yes 0.34 0.23 15.01 2 it 0 in 7 ft 0 in Drapesrblinds None _ 14 s 7 Virry1 Lox-E Double Yes 0.34 0.23 123ft IIt Din 6It6 in Drapasrornds None _ 15 a 8 Vinyl Lox-E Double Yes 0.34 0.23 18A W6 R 0 in 3 ft 6 in Drapes@linds None 16 a 8 Vinyl Lox-E Double Yes 0.34 0.23 402W 8it2 in 3ft6 in DrapesNlinds None 6117120162:49 PM EnergyGauge®USA-FlaRes2014 Section R405A.1 Compliant Software Page 3 ol5 FORM R405-2014 WINDOWS Clamart.shovn is the entered,Pr owed orientation. / Wall Owning V R Dint ID Frame Panes NFRC U-Factor SHGC Area Depth SepamSan liR Shade Screening it a 8 Vinyl Lwv-E Double Yes 0.34 0.23 6.0 ft' 8ft21n 2ft0 in DrapeaMinds None _ 18 s 8 Vinyl Lox-E Double Yes 0.34 0.23 18.0 ft- 2 ft 0 in 12 ft 6 in Drap"Nlinds None 19 5 8 Vinyl Law-E Double Yes 0.34 0.23 36.0I 8ft2in 2ft0In Drapesiblirgs Naw 20 s 8 Mnyl Law-E Double Yes 0.34 0.23 18.0 W 8 ft 2 in 12 ft 6 in DrapesNliMs N. _ 21 s 9 Vinyl Lox-E Double Yes 0.34 0.23 73.8ft 2ft0 in 1ft0 in Drapeslblinds None 22 w 10 Mnyl Lav-E Double Yes 0.34 0.23 12.3 W ft 0 in 1 ft 0 in DrapesNlirMs None 23 w 11 Wryl Lox-E Double Yes 0.33 025 B.Oft 2ft0 in 42ft0 in DrapesNlirds N. _ 24 w 11 Vinyl Lav-E Double Yes 0.34 0.23 30.0 W ft 0 in 16 it 0 in DrapesNlirds N. 25 w 11 Vinyl Lav-E Double Yes 0.34 0.23 15.0 fN 2ft0 in 41 ft in Drap.Wras Naos _ 26 w 12 Vinyl Lav-E Double Yes 0.33 025 12.0 ft- 2 It 0 in 9 It 0 in DrapesNlinds None _ 27 w 12 Vinyl Lav-E Double Yes 0.34 0.23 30.0 fP 2 It 0 in 4 ft 0 in Drapes blinds None 28 W 12 Vinyl Lav-E Double Yes 0.34 0.23 15.0 ft' 2ft01n 6ft0 in DrapeeNlinds Nate GARAGE t Floor Area Ceiling Area Exposed Wall Perimeter Ag.Wall Height Evosed Wall lnsulallon _ 1 600 W 384W 64 ft 9.1 ft 0 INFILTRATION t Scope MaMai SLA CFM 50 EIA Eql ACH ACH 50 1 Wholehouse Proposed ACH(50) 00030] 3023.3 165 98 312.14 .2906 5 HEATING SYSTEM E System Type Scbtype Efficiency Capacity Clock ducts _ 1 Electric Heal Pump None HSPF8.2 22.2 Muffle t sysat _ 2 Electric Heal Pump None HSPF82 22.2 kBtuhhr 2 ysa2 3 Electric Heat Pump Split HSPF:10 10.91,10til 'i syc#3 COOLING SYSTEM E System] Subtype Efficiency Capacity Air Flow SHR Block Duds _ 1 Central Unit Nate SEER:14 22.2 kBtuTr 666 dm Ol5 1 sys#1 _ 2 Cdttral Unit None SEER:14 22.2 kBhAr 666 dm 0.75 2 sym 3 Central Unit Split SEER:15 8.1 kBl 243 dm 0.75 3 sys#3 HOT WATER SYSTEM E System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tenkless Exterior 0.82 1 gal 60.9 gal 120 deg Nate 611712016249 PM EnergyGaugilUSA-FlaRes2014 Section R405.4.1 Compliant Software Page ci5 FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert * Company Name System Mold Collector Mwelt Area Volume FEF None Nana R DUCTS —Supply— --Return Air CFM25 CFM25 HVAC# V Ir Local R-Value Arm Locaton Area I-eakage Type Handier TOT OUT ON RLF Hen Cool _ 1 Attie 6 303.74 f Attic 67.61 fl' Default LeakeBe let Floor (Default)c(DelauB)c 1 1 _ 2 Attic 6 250.666 Aflic 62.6665 Default Leakage 2W Fluor (Default)c(DefauB)c 2 2 3 Attic 6 91.13 f? Attic 23.27 82 Default Leakage Over Gang (Defmlt)c(Default)c 3 3 TEMPERATURES Progmma0le[f1(Tirermostatr00IY Fel� rD0'M. CeApriling Fans:Coding ftX rDOI tDOI t rD0' IN. D01 Dec VenfDec Hearing ` I JaJan n [ ' ul Feb �(J Mar Apr [ i Mry [ 1 Jun [ 'Jul Auugg [ 'S� Occt I%I Nov [ ]Dec Thermostat Schadule: HERS200611eferenca Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding(WD) AM 78 78 78 78 78 76 78 78 e0 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coding(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 m 68 68 68 68 60 PM fib 68 68 68 68 68 58 68 68 68 88 68 &17120162:49 PM EnergyGauge®USA-FlaRm2014 Section R405.4.1 Compliant Software Page 5 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerfolmance Index, the more efficient the home. 325 Country Club Lane, Atlantic Beach, FL, 32233 1. New construction or existing N.(From Plans) 9. Well Types Insulation Ares 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3280.00W b.Frame-Wood,Examp, R=13.0 751.33 W 3. Number of units,if multiple family 1 c.N/A R- 8' 4. Number of Bedrooms 5 d.NIA R= W 5. Is this a wast case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unventesn R=21.0 1720.00 W 6. Conditioned floor area(r') 3760 b.Roof Deck(Unwrded) R=21.0 600.00 M 7. WlMays" Deswptlon Area c.WA R= 8' a. U-Facto: Dbl,U=0.34 540.24 W 11,Ducts R W a.Sup:Also,Ret,Alia,AH:1 a Floor 6 303.74 SHGC: SHGC=0.23 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 250.66 b. U-Fedor: Dbl,U=0.31 80.40 ft' c.Sup:Attic,Ret:Actio,AH:Over Garage 6 91.13 SHGC: SHGC=0.22 12.Cooling systems kBtuthr Efficiency c. U-Fador. Dbi,U�.33 38.25 It' a.Central Unit 22.2 SEER:14.00 SHGC: SHGC--0.25 b.Central Unit 22.2 SEERA4A0 d. U-Factor: WA fr c.Central Unit 8.1 SEER:16.00 13.Heading systems kBtuBir Efficiency SHGC: a.Electric Heat Pump 22.2 HSPF:8.20 Area Weighted Average Overhang Depth: 5.217 fl. b.EWdnC Heat Pump 22.2 HSPF:&20 Area Weighted Average SHGC: 0.230 c.Electric Heat Pump 10.9 HSPF:10.00 8. Floor Types Insulation Area 14.Hot wader systems a.Propane Cap:1 gallons a.Slat-0n-Gretle Edge Insulation R=0.0 1720.008' EF:0.82 b.Floor Over Other Spam R=0.0 1720.00 fP b. Cmse bonfeatuma c.other(am details) R= 800.008' Nom 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building114E ST4y, Construction through the above energy saving features which will be installed (or exceeded) yD = = Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed f based on installed Code compliant features. age f E Builder Signatu7Home: l �� Date: 7/ v Address of New ,� Ci L Zip: 3 Z� _�{• ~' y^�a COD WE'19J 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or we the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/1720162:49 PM EnergyGauge&USA-FlaRes2014 -Section R405.4.1 Compliant Software Pagel oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS'. 325 Country Club Lane Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance Inial(EPL)display card a completed and cambial by the builder to be accurate and correct before final approval of the building for occupancy.Florida law[Section 553.9085, Florida Statues]requires the EPL display cam to be Includetl as an addendum to each sales contract for both preseld and nanpresold maidental buildings. The EPL display card contains irdormadon indicating the energy performance[rel and efficiencies of component installed in a Molding unit.The building bill shall witty that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance far the building.A copy of the EPL display card can be found In Append¢C. 0 R4024 Air Makage(Mandatory). The building thermal enwlope shall be constructed to limit air leakage in accordance wail the requirement of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1 2.The sending methods between dissimilar materials shall allow for differential expansion and contraction. R402.C1.1 Installation.The cwmpooent of the building thermal envelope as listed In Table R402.4.1A shall be totalled In accordance with Me manufacturers instructions and the criteria Racal In Table 402.4.1.1,m applicebk to the method of construction. Where required bythe code official,an approved third party shall inspect all component and wr'ty compliance. R402d1.2 Tasting. The building or dwelling unit shall be tested and verified as having an air leakage rated not exceeding 5 air changes par hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approwd third party.A written repair of the result of the test shall he 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 stow doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including extmusb Intake,makeup air,backdrat and flue dampers shall be closed,but not sealed beyond intended infitration control measures: 3.Interior docs,if installed at the time of the teat,shall be open; 4.Exterior Micro for continuous ventilation systems and heat recovery wntilatos shall be closetl and sealed; 5.Heating and coding systems,IF installed at the time d the test,shall be turned off;and 6.Supply and return registers,If Installed at the time d the test,shall be fully open. 0 R402d.2 Fireplace.New woad-burning fireplaces shall haw tight-fitting flue cambers and outdoor combustion air. 0 84024.3 Fenestration air flod agaW Ioddvs,skylight and sliding glass doors shall haw an air infiltration rate of no more than 0.3 cfm per square fact(1.5 Ushirl and swinging doss no more than 05 cam per square foot(2.6 Uslm2),when tested according to NFRC 400 or AAMANJDMAICSA 101 L&VA440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: Site-buil windows,skylights and doors. 0 R402.4.4 Recessed lighting. Recessed!luminaires insisted in Me building thermal onvelope shall be sealed to limit air leakage between co dtioner and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 dm(0.944 Us)when tested in accordance with ASTM E 283 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. 0 R403.1.1 Thermostat provision(Mandatory)At least one thermostat shall be provided for each separate heating and coding system. 0 R403.1.3 Heat pump supplementary heat(Mandatory)Heat pumps hating supplementary electrioreeistance heat shall haw controls that, except during defrost,prevent supplemental heat operation when the had pump compressor can meet the heating load 0 RIW.2.2 Sealing(MandatoryJ.11 ducts,air handlers,and fiber home and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and heeled In accordance with Section 0403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-In testing below. Dud tightness shall he verified by testing to Section 803 of the RESNET Standards by either an energy rater confined in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Stables,to he"substantially leak free'by either of Me following: 1. Post-construction test:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feat(9.29 m2)of conditioned!floor area when tested at a pressure differential d 01 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler endosure.All register boots shall be toad or otherwise sealed during Me test. 2. Rough-in test:Total leakage shall be less then or equal to 4 dm(113 Umin)per 100 square feet(9.29 m2)d conEtioned floor area when testetl at a pressure diterential of 0.1 Inches w.g.(251"a)across the system,Including the manufacturer's air handier enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not Installel at the foe of the test,total leakage shall be less than or equal to 3 dm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test Is not required for ducts and air handers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this cuts. 6/17/!0182:49 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compel Pagel d3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403,2.3 Building Cavitles(Mandatory). Building framing crer es shall not be used as ducts or plenums. ❑ R403.3 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 Mentioned to a minimum of R-3., R403.3.1 Protection of piping Insulation. ❑ 114103.4.1 Ciroutatfng hot water systems(Mandatory). Clrculating hot water systems shall be provded with an automatic or readily accessible manual switch that can turn off the hat-water circulating pump when the system Is not in use. 0 R403.4.3 Heat traps(Mandatory). Storage water healers not equipped with integral haat traps and hating veNcal pipe risers shall haw;heal traps installed on both the inlets and oWets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 X inches(80 mm)in the her water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Walter heater efficiencies(Mandatory). 0 R403AA.1 Storage water heater temperature controls M03.4.4.1.1 Automatic controls. Senrce 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 selling range shall be from 100°F to 140°F(38°C to 60°C). 11403AA.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit Me power supplied to electric service systems to be turned 0.A separate valve shall be provided to permit the energy Supplied to the main burners)of combustion types of senrce water healing systems to be tamed off. 0 M03.4.4.2Waterhea0ng equipment Water heating equipment installed in residential units shall meet the minimum ef8uencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,far 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 met the criteria Section R403AA 2.1. R403A.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by me annual solar energy factor d the system.The solar energy factor ot a system shall be determined!firent the Florida Solar Energy Career Directory of Calmed Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collective,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Colledas In insult solar water heating systems should meet the following criteria: 1. Be installed with a hit angle between 10 degrees and 40 degrees of the hdrizdreal;and 2. Be insistetl man orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory).The building shall be president with ventilation that meals the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanics,as applicable,or with other approved means et ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the w rdilation system Is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory fa coding and heating equipment. 0 M03.6.1 Equipment sizing. Heating and coding equipment shall be sizetl in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approw:d heating and coding calculation methodologies,based on building loads fa the directional orientation of the building.The manufacturer and mddd number of Me 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 net allow designer safety factors,provisions fa fuWre expansion or other factors which effect equipmerd sizing.System sizing calculations shall net include leads created by Ideal intennieent mechanical ventilation such as standard kOWen and ballroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only aqulpment shall be selected so that its total capacity is not less than the calculated total lontl.but not more than 1.15 times greater than the total Nati calculated according tome procedureselected in Section 403.,or the closest mailable size prancetl by the manufacturers product lines.The corresponding latent capacity of the equipment shall net be less than the calculated latent load. 611],20162:49 PM EnergyGauge®USA-FlaRes2014 -Sedon R405A.1 Compli Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rafng-test value and shall no W used for equipment sizing.Manufacturers expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment This selected shall be based on the murder design dry bulb temperature far the load calculation(or entering water temperature fa water-source equipment),the blower dim provided by the expanded performance data,the design value its entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and mladws humidity used fa the load calculation and shall be adjusted its return side gains if the return duct(s)is Installed in an unconditioned space. Excephorm: 1. Attached single-and muWfamily residential equipment sizing may be selected so that its coding capacity Is less than the calwlated total sensible load but not less than 80 percent of that least 2. When signed and sealed by a Flare-registeretl engineer,in attached single-and muhhfamlly units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity 8403.6.1.2.1 Heal pumps. Heat pumps sing shall be based an the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total coding capacity shall not be more than 1 15 times greater than the design coding load. 8403.6.1.2.2 EIectdc resisbnce furnaws. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated accoming to the procedure selected in Section R403.6.1, R403.6.1.2.1 Fossil fuel heating equipment The capacity m fossil fuel heating equipment wth natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 11403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cwling or heating equipment capachy on an intermittent basis,such as anticipated additional loads caused by major entertainment event,shall hone equipment sizetl or contrdletl to prevent continuous space wiling or heating within that space by one or more of the following bpfom 1. A separate cooling or heating ayatem is utilized to provide coding or heating to the major entertainment areas. 2. A variable capacity system sizetl far optimum performance during base load periods is utilized. ❑ Rol Systems serving multiple dwelling units(Mandatory). Systems serNng multiple dwelling units shall comply with Sect ons 6403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ 8403.8 Snow melt system controls(Mandatory). Snow and fico-mehing systems,supplied through enegyseMcatothe building,shall include automatic controls capable of shutting oflthe system when the patement temperature is above 5YF,and no precipitation is falling and an automatic or manual control that will allay shutoff when the outdoor temperature is above 4WR ❑ R403.9 Swimming pools,Inflamed spas and portable spas(Mandatory). The energy requirements for residential pads and inground spas shall be as specified!In Sections R403.8.1 through R403.8.3 and in accordance wM ANSIMPSP-15.The energy requirements for portable spas shall Win accordance wM ANSIIAPSP-14. O R403.9.1 Pool and spa heaters. All pod heaters shall W equipped with a readily accessible w-0ff switch that is mounted noxi the water to allow shutting off the heater without adjusting the thermostat setting. 8403.9.1.1 Gas and ollPfired pool and spa Warfare. All gas-and dl-fired pol and space healers shall have a minimum thermal effclency of 62 percent for heaters manufactured on or after April 16,2013 when tested in accordance wM ANSI Z 21.56.Pool heaters feat by natural gas an LP gas shall not hose continuously burning phot lights. 8401.9.1.2 Heat pump pool famous. Heat pump pod heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Ruling Condifars-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pod heat pumps are not requiretl to meet this standard. O R403.9.2 Tlme swftches. Time switches a other control method that can automatically tum ott and on beaters and pumps according to a preset schedule shall W installed on all heaters and pumps.Hearers,pumps and motors that Was built in timers shall be dearal in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate soar-and waste-heat-rebaery pod heating systems. 3. Where pumps are powered exclusively from on-site ensemble generefon. O 8403.9.3 Covers. Heated swimming pads and inground aernanently installletl spin shall be equipped with a vapor-retardant corer on or at the water surface or a liquid wvar or other means proven to reduce heat less. Excep on: Outdoor pods deriNng ov'a]0 percant d the energy for heating from site-rerdvered energy,such as a heat pump or sonar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(f8andstory). Aminimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permaneray installed ligating iWures shall domain only high efficacy lamps. Exception: Lox-veltage lighting shall net be required to utilize higtreffcacy lamps. 0 11404.11.11 Lighting equipment(Mandatory). Fud gas lighting systems shall not hone coninuwsly burning pilo lights ❑ R406.2 Performance ONLY. All duds not entirely inside the building thermal envelope shall W insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the expedient deck wit beam type or tumbrels deck roofs do net haze sufficera space,R-10 is allowed. W17QO162:49PM EnegyGauge®USA-FlaRes2014 -Section R405.4.1 Comph Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: VA GROVER Builder Name: Young Anximem Homeslrao Street: 325 Country Club Lana Pend Office: Ciry,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the lop plate and the top or exterior walls shall be seated. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knes walls shall be Rated. Windows, skylights and doors The space between window/doorjambs and framing and skylights and Rim 'trials Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unwanted crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cul to ft, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 611]/20182:49 PIA EnergyGauge®USA-FlaRes2014 Section R4056.1 Compliant Software PWe1 oft FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Protect Name: YA GROVER Builder Name: Young American Homes,Inc Street: 325 Country Club Lane Permit Office: city.State,Zip: Atlantic Beach,FL,32233 Permit Number: Design Location: FL,JacksonWlle Jurisdiction: Cond.Floor Area:: 3780 sq.ft. Cord.Volume: 36280 cuff, Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: Ems" EgLA: ACH: ACH(50): SLA: R402.4A.2 Testing.The building or dwelling unit shall be tested and vented as hating an air leakage rate of not exceeding 5 air charges per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through B.Testing shall be corlductetl with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official,tel shall be contlucted by an approval third party.A written report of the results of the fest shall be signed by the pard conducting the test and provtletl to the code official.Testing shall has performed at any flme after creation of all persimlions of the building thermal envelope. During testing: 1.Ekhmor windows and doors,fireplace and stone cocoa shall be closed,but not sealed beyond the intended weatherstripping or other infiltration control measures; 2.Campers including exhaust,intake,makeup air.Imadraft 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; C EArmor doom for continuous vertilabon systems and heat recovery ventilators shall be closed and sealed; 5.Heating and coding systems,if Installetl at the time arse test,shall be turned off;and 6.Supply and mum registers,if installed at Ne time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code Of'THE STAT' performance results demonstrate Compliance official, testing shall be conducted O.n ep? with Florida Energy Code requirements in by an approved third party.A ,to accordance with Section R402.4.1.2. written report of the results of the °'Spl:` ?` "= test shall be signed by the third party Conducting the test and SIGNATURE: provided to the Code official. COD we'�'J� PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 6117R0162:49 PM EnergyGauge'A USA-FlaRes2014 -Section R405.4.1 Compliant Software Paget oft ec Prot Summar Job: Drover wrightsoft` Y Date: Jun 16,2016 DOWN BY: Air Flow Designs, Inc. 2W bmine Roed.Ce••MeMy.FL 32718 Phone:(w7)8313500 Project Information For. Notes: Design Information Weather: Jacksonville IMI AR FL, US Winter Design Conditions Summer Design Conditions Outside dol 33 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TO 38 "F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 50 gnlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18703 Btuh Structure 10493 Btuh Ducts 2301 Btuh Ducts 5008 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21004 Btuh Use manufacturers data y Ratelming multiplier 1.00 Infiltration Equipment sensible load 15501 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2119 Btuh Ducts 859 Btuh HeabnCooling Central vent(0 cfm) 0 Btuh Area(ftp 1632 1632 Equipment latent load 2978 Btuh Volume(fly 16320 16320 Air changes/how 0.27 0.14 Equipment total load 18479 Btuh Equiv.AVF(cfm) 73 39 Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carder Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB024--A Cond CH14NBO24—A AHRI ref 7699864 Coil F134CNP030L AHRI ref 7699864 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 16650 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 5550 Btuh Temperature rise 0 "F Total cooling 22200 Btuh Actual air flow 0 cfm Actual air flow 800 cfm Air flaw factor 0 cfm/Btuh Air flow factor 0.052 cfmlBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2016-Jm-n 14814 sur htsOtt- RIghlSuuneUnive-120171]001R5121068 Ppet 141M ..\K.o.'DmwmnitlWnBMeoII R MYAGROV R.rup Chic=MA Fant Doralaces: 5 Project Summar Job: Grover wrightsoft y Date: Jun16,2016 GARAGE By: Air Flow Designs, Inc. 360 Jasmine Road,Casselberry,FL 32718 PM1one.14071& 3600 Project Information For: Notes: Design Information Jacksonville IMI AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 20 °F Daily range M Relative fiumidity 50 % Moisture difference 50 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 5751 Bruin Stmcture 4711 Btuh Ducts 714 Btuh Ducts 1559 etch Central vent(0 cfm) 0 Bich Central vent (0 cfm) 0 Btuh Humidification 0 Bich Blower 0 Stun Piping 0 Bich Equipment load 6465 Btuh Use manufacturers data y Ratel wing multiplier 1.00 Infiltration Equipment sensible load 6270 Stuh Method Simplified Latent Cooling Equipment Load Sizing Constmction quality Average Fireplaces 0 Structure 959 Btuh Ducts 268 Btuh Heaflng Cooling Central vent(0 Gfm) 0 Btuh Area(fid 600 600 Equipment latent load 1227 Btuh Volume(" 4620 4620 Airchangesrhour 0.40 0.22 Equipment total load 7497 Btuh Equiv.AVF(Gfm) 31 17 Req. total capacity at 0.75 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Make Mitsubishi Trade MR. SLIM Trade MR. SLIM Model SUZ-KA09NA Cond SUZ-KA09NA AHRI ref 3837466 CGII SEZ-KD09NA AHRI ref 3837466 Efficiency 10 HSPF Efficiency 15 SEER Heating input Sensible cooling 6075 Btuh Heating output 10900 Btuh @ 47°F Latent cooling 2025 Btuh Temperature rise 0 °F Total cooling 8100 Btuh Actual air flow 0 cfm Actual air flow 258 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.041 chn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft- Alsdun-n uscu 9 Ri,htSubeT LM1Mnal 001717.0.01 R81R1068 Page ..%Kenaan\Dmm,misoNngMsob M XYA GROV R.mp Cade-MA Flml Dow%— 8 t Summary Job: Grover +� wrightsoft Py Date: Jun 16,2016 UP By: Air Flow Designs, Inc. 250 Jedne Reed,CusNEmy.FL 32710 Phone:(407)831-300 Project Information For Notes: Design Weather. Jacksonville IMI AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 of Outside db 95 of Inside db 70 of Inside db 75 of Design TO 38 of Design TO 20 of Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11573 Btuh Structure 9588 Btuh Ducts 2132 Btuh Ducts 4641 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13705 Stun Use manufacturers data y Rate/wng multiplier 1.00 Infiltration Equipment sensible load 14229 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Stmcture 2611 Btuh Ducts 791 Btuh HeafinCooling Central vent (0 cfm) 0 Stun Area(ft5 1402 1402 Equipment latent load 3403 Btuh Volume(ft*) 14603 14603 Air changesthour 0.25 0.14 Equipment total load 17631 Stuh Equiv.AVF(cfm) 62 33 Req.total capacity at 0.75 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB024— A Cord CH14NB024—*A AHRI ref 7699864 Coil F54CNP030L AHRI ref 7699864 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 16650 Btuh Heating output 22200 Btuh @ 477 Latent cooling 5550 Btuh Temperature rise 0 of Total cooling 22200 Btuh Actual air flow 0 cfm Actual air flow 800 cfm Air flow factor 0 cfnVBtuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsofY 2016-M 1714:N 14 9 RIOM-SUXeA ROK R1 p 1i001R Fhxn Pe0e3 ..\Kennan\OacunenldWfiBh\eM MML\TAGROVER.mO Lalc•MJB Frml Odor Mces: S Manual S Compliance Report Jeb: Grover + wrightsoft P p Date: Jun 16,2018 DOWN 6y: Air Flow Designs, Inc. 2M AsMne Rwd.Cessdb"..FL 3271e Phwe:(N71931-3600 Project Information For. Cooling Design Conditions Outdoor design DB: 94.5°F Sensible gain: 15501 Bluth Entering coil DB: 77.5°F Outdoor design WB: 77.3°F Latent gain: 2978 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 18479 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB024-**A+FB4CNP030L Actual airflow: 800 cfm Sensible capacity: 14392 Btuh 93% of load Latent capacity: 5895 Btuh 198% of load Total capacity: 20287 Btuh 110% of load SHR: 71% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 22269 Bluth Entenng coil DB: 70.0°F Indoor design DB: 70.0"F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB024""A+FB4CNP030L Actual airflow: 0 cfm Output capacity: 18861 Btuh 85%of load Capacity balance: 32 OF Supplemental heat required: 3408 Bluth Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 0 cfm Output capacity: 5.5 kW 84%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. MWXA -1714"14 wrightSOft' Righ-Sufe Wise,sal201717.0.01 RSU21M P 1 .� ...\Kronen)Documenla\VJM12MeM HJNC\YNGROVER.nO CYc•MA Fm,IDw,lecm: 5 l S Compliance liance Re ort Job: Grover +� wrightsoft MP P Date: Jun 18,2016 GARAGE 6y: Air Flow Designs, Inc. 2%. Mne Reed,Gassd eM,FL SYrle Mme:e0718 31 3603 Project Information For. Cooling Design Conditions Outdoor design DB: 94.5°F Sensible gain: 6270 Btuh Enderfng toll OR 77.4°F Outdoor design WB: 77.3°F Latent gain: 1227 Btuh Entering coil WE: 63.6°F Indoor design DB: 75.0°F Total gain: 7497 Btuh Indoor RH: 50% Estimated airflow: 258 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Mitsubishi Model: SUZ-KA09NA+SEZ-KD09NA Actual airflow: 258 cfm Sensible capacity: 6075 Btuh 97%of load Latent capacity: 2025 Bluth 165-A of load Total capacity: 8100 Btuh 108% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss. 6859 Btuh Entering coil DB. 70.0°F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer Mitsubishi Model: SUZ-KA09NA+SEZ-KD09NA Actual airflow: 0 cfm Output capacity: 10900 Btuh 159%of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec stip Manufacturer Model: Actual airflow: 0 cfm Output capacity: 2.0 kW 100%of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. wrightsott' IUIWSAe wu.,eai 20171.0.01 RSU21" m1a.w.n us 2 Pada 3 ...\Y.ennen\Dmunmis\WnpMsall rNAC\YNGRWFR.nP Celc•MA FrtnlDar/ecm'. S Manual S Compliance Report Job: Grover wrightsoft' P p Date: Jun 16,2016 UP By: Air Flow Designs, Inc. 2W Asmne ROM,CvedEwry,FL 32718 Ph.e.li%1831.180] Project Information For: Cooling Design Conditions Outdoor design DB: 94.5°F Sensible gain: 14229 Btuh Entering coil DB: 77.37 Outdoor design WB: 77.3°F Latent gain: 3403 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 17631 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufactures Carrier Model: CH14NB024""A+FB4CNP030L Actual airflow: 800 cfm Sensible capacity: 14392 Btuh 101% of load Latent capacity: 5895 Btuh 173%of load Total capacity: 20287 Btuh 115%of load SHR: 71% Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 14830 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Spit ASHP Manufacturer. Carrier Model: CH14NB024'""q+FB4CNP030L Actual aidlow: 0 cfm Output capacity: 18861 Btuh 127%of load Capacity balance: 22 'F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 0 cfm Output capacity: 4.6 kW 105%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 201"n-1714:8414 7 CG1. wrightsOfC Rghisu6M W...1 2017 17,0.01 RSW1M Ppe 3 ..1Kmnw%0mum.nls%WdgMsud WAMAGROVER.mp G.Ic-MA Fmnl 0O %ce : S Duct System Summar Job: Grover + wrightsoft Y y Date: Jun16,2016 DOWN By Air Flow Designs, Inc. 250 Asm a Ro],Gassd ,FL 32]10 Mme:(407)MlJ Project Information For Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.240/0.120 in H2O 0.240/0.120 in H2O Lowest friction rate 0.180 in/100R 0.180 in/100f1 Actual air flow 0 cfm 800 dm Total effective length(TEL) 201 It SupplyDetail Table Design Htg Clg Design Diem H x W Dud Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (In) (n) Mad Ln(fl) Ln(fl) Trunk eA4 c 506 0 26 0.180 4.0 0x0 VIFx 48.5 85.0 st4 9R4 c 2166 0 112 0.193 7.0 0x0 VIFx 49.5 75.0 SW DRanc c 1475 0 76 0.211 6.0 0x0 VIFx 28.6 85.0 st5 DRaMGA c 1475 0 76 0.220 6.0 0x0 VIFx 29.0 80.0 sly KiTCRs A c 2684 0 139 0.223 7.0 0x0 VIFx 27.5 80.0 sty UMNG c 2348 0 121 0.199 7.0 0x0 VIFx 45.6 75.0 st4 uwnc-A c 2348 0 121 0.194 7.0 0x0 VIFx 48.6 75.0 SW p y c 1074 0 55 0.424 5.0 0x0 VIFx 6.5 50.0 PMR c 1412 0 73 0.361 5.0 0x0 VIFx 11.4 55.0 WiC4 c 14 0 1 0.187 4.0 0x0 Wx 1 48.0 80.0 st4 Supply-Trunk • - Trunk Hlg Clg Design Veloc Dim H x W Duct Name Type (cfm) (cm) 1 FR (fpm) (in) (n) Material Trunk st4 Peak AVF 0 381 0.180 699 10.0 0 x 0 VinlFix sty Peak AVF 0 291 0.211 658 9.0 0 x 0 VinlFlx 20i3 1714:54:14 WrightsOft• Rghl-Sung&WI.W 2017110.01 RSL21M P'et 14M ...\Kennenl0ocurtenle\W,ghleollH C\YAGROWW.p C..-MA F.Dm,hces'. S Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diem H x W Stud/Joist Dud Name Size(n) Win) (cfm) (ft) FR (fpm) (n) (n) Opening(in) Mad Trunk W 0x0 1 0 800 67.0 1 0.180 573 16.0 Ox 0 1 VIFx 201&J nn u:N:u wrfghtSOftMIM-SuXet IYW..W 3017 1].0.01 RSWIM npB2 ..I.n-10-unem.I"htSNM CWAGRCNER.., CM =M.9 F.Dow M.: S Duct System Summar Job: Grover +�++ wrightsoft Y y Dela: Jun 16,3016 GARAGE By: Air Flow Designs, Inc. 2W Jes—Rwtl.U..db"..FL 32719 Pn—(107)031-300D Project Information For Heating Cooling Extemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.295/0.205 in H2O 0.295/0.205 in H2O Lowest friction rate 0.330 in/1006 0.330 in/100ft Actual air flow 0 cfm 258 cfm Total effective length(TEL) 152 ft Supply Branch Detail Design Htg t32 Design Diam H x W Duct Actual Flg.Egv Name (Btuh) (cfm) FR (n) (in) Man Ln(ft) Ln(ft) Trunk GBA7R c 782 0 0.360 4.0 Oxo VIFx 17.0 65.0 st1c 2744 0 0.340 6.0 Oxo VIFx 21.7 65.0 SO Gsu7EA c 2744 0 0.330 6.0 Oxo VIFx 24.5 65.0 all SupplyDetail Trunk Htg Clg I Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (ipn) (in) (n) Material Trunk 511 Peak AVF 0 258 1 0.330 739 8.0 0 x 0 VinlFlx DetailReturn Branch Grill Htg Clg TEL I Design I Val. Diem H x W StudfJoist Dud Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Mail Trunk 1610 0x0 0 258 62.1 1 0.330 W4 9.0 Ox 0 VIFx 143 + wrlghtsoft• RIgM-sufte LW.•nd 201717.0.01 Rs1R1999 2016Jn91P,;13 Mld. _%mnnan\Dw—ftlMghts t M MYAGRO%ER.Mp Calc=MM Fr Da Ycm: 5 Duct System Summar Job: Grover Wrightsoft Y y Date: JMn16,2016 UP By: Air Flow Designs, Inc. 20 Jas Rw].Caeeebmry.FL M18 Pliww:14071831 MM Project Information For. Heating CmIing External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.161 /0.199 in H2O 0.161 /0.199 in H2O Lowest friction rate 0.157 ir1/10Oft 0.157 in/100ft Actual air flow 0 cfm 800 cfm Total effective length(TEL) 230 It Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (n) (in) Matl Ln(ft) Ln(ft) Trunk Bu c 628 0 35 0.157 4.0 0x0 VIFx 22.1 80.0 st2 en3 c 609 0 34 0.164 4.0 Oxo VIFx 18.0 80.0 s12 BR2 c 3101 0 174 0.275 8.0 Oxo VIFx 8.5 50.0 BR3 c 2464 0 139 0.159 7.0 0x0 VIFx 21.3 80.0 s12 Men c 1371 0 77 0.157 6.0 Oxo VIFx 27.7 75.0 st3 MBR c 3598 0 202 0.185 8.0 0x0 VIFx 16.7 70.0 st3 MM c 571 0 32 0.162 4.0 0x0 VIFx 24.3 75.0 st3 mmcl c 108 0 6 0.172 4.0 Oxo VIFx 18.2 75.0 st3 MING] c 277 0 16 0.158 4.01 Oxo VIFx 21.7 80.0 st3 S2 c 916 0 52 0.162 5.01 0x0 VIFx 19.3 80.0 st2 ML c 586 0 33 0.338 4.01 Oxo VIFx 2.5 45.0 Supply Trunk Detail Trunk Htg Clg Design Vela Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 0 260 0.157 588 9.0 0 x 0 VinlFlx SM Peak AVF 0 333 0.157 611 10.0 0 x 0 VinlFlx W1 s"-1714:5414 wrightSOW RIeM-SuRM&W ema1201717.0.D1 RBWIM Page 4 \Kamm\O-nle\WngM.aft NC%YAGROV .w CMc-MA Fmt Dwrftc s: S Return Branch Detail Table Grill Htg Clg TEL Design Velm Dim H x W Stud/Joist Dud rE, ize(in) (Cfm) (Cfm) (ft) FR (fpm) (n) (in) Opening(in) Matt Trunk 0x0 0 173 110.0 0.181 495 8.0 Ox 0 VIFx rt1 0x0 0 210 101.2 0.197 601 8.0 Ox 0 VIFx rti Oxo 0 333 98.4 0.202 424 12.0 Ox 0 VIFx rt2 0x0 0 84 127.3 0.157 430 8.0 Ox 0 VIFx d2 Return Trunk D. Table Trunk Htg Clg Design Vela Dim H x W Duct Type WWI) (dm) FR (fpm) (n) th) Materal Trunk Peak AVF 0 382 0.181 701 10.0 0 x 0 VinlFlx Peak AVF 0 418 0.157 532 12.0 0 x 0 VinlFlx zma.un-n t ��•• WrightSOft' Rlunt-s08a®WM W 201717.001 RSWIN8 Pi me5 .4M ..Axeman\Docum AMYMsOH C\YAGROV R.rvO Cale=Me FmtOwkco: S VPWDR H.U GBATH 6' e^ 8' 6' GSVrtE BRI UIIL 4IR 8 a^ Io^ e B. u2 B BPI s^ a^ e^ 1 BAJ a MWICI MWICI MWC I T. 6' I { BP] MBA 1 :I Lumber design values are in accordance with A I 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® OFFICE COPY rlov � RE: 822488 - MiTek USA, Inc. Site Information: 6904 Parke East BIW. Customer Info: Young American Homes Project Name: 822488 Model: Grover Tampa,FL 33610-4115 Lot/Block: 3/5 Subdivision: Selva Matins Address: 325 Country Club Lane City: Jacksonville State: FI Name Address and License If of Structural Engineer of Record,If there is one,for the building. Name: Unknown at time of Seal License#: Unknown at time of Seal Address: Unknown at time of Seal City: Unknown at time of Seal State: Florida General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frP12007 Design Program: MiTek 20/207.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 pat Floor Load: 55.0 psf This package includes 31 Individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,sectlon 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. Seal# Truss Name Date 1 79073745 [Jul 7/18/016 18 1 79073782 I702 1 7/18/018 2 IT9073746 ICJ02 17/18/016119 79073763 T04 7/18/018' 3 T9073747 EJ01 7/18/016 20 IT9073764 T05 7/161016 4 T9073748 F01 7/18/018 21 T9073765 T06 7/18/016 5 T9073749 F02 7/18/016 J22 T9073766 T07 17/18!016 6 T9073750 F02A 7/18/016123 T9073767 T08 7/18/016 7 T9073751 F03 7/18/018 24 T9073768 T09 7/18/016 8 T9073752 F04 7/18/016 179073789 710 7/18/016 9 T9073753 F05 7/1111016126 T9073770 V01 7/18/016 10 T9073754 F06 7/18/016 27 79073771 V02 7/18/016' 11 T9073755 F07 7/18/016 28 T9073772 V03 7/18/016 12 T9073756 F08 7/18/016 29 79073773 VO47/18/018 13 T9073757 GE01 7/18/016 30 T9073774 V05 7/18/018 11 14 IT9073758 I GE02 7/181016131 T9073775 V06 1 7/1&D16 15 T9073759 HJ01 7/18/016 16 79073760 HJ02 7/18/016 17 IT9073761 IT01 1711810161 The truss drawing(s)referenced above have been prepared by MiTek F7N Industries,Inc.under my direct supervision based on the parameters `. Sy................N provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28,2017. ? C IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown '.��`�•:�� O R 1 p p: ?��` trusson referenced as appropria for any use drawings. Parameters elocation identification specified is for file reference only and has not been used in preparing design. WeaerP nm K W.M39 Suitability of truss designs for any particular building is the Mnek UM Inc R.Gent 9634 responsibility of the building designer, not the Truss Engineer, 6904 P.M Eng SIA Txmpa FL 33610 per ANSIfFPI-1, Chapter 2. un July 18,2016 Finn, Walter 1 of 1 Lumber design values are in umberaccordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 822488- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Young American Homes Project Name: 822488 Model: Grover Tampa,FL 336104115 Lot/Block: 3/5 Subdivision: Salva Marine Address: 325 Country Club Lane City: Jacksonville Stale: FI Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Unknown at time of Seal License#: Unknown at time of Seal Address: Unknown at time of Seal City: Unknown at time of Seal State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014TFP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 31 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineer: Rules. No. Seal# Truss Name Date No. Sea#* Truss Name Date 1 79073745 CJ01 7/18/016 1879073762 T02 7/1 i6 2 T9073740 GJ02 7/18/016 1 7 7 T04 7118i016 3 79073747 EJ01 20 IT9073764 TOS 7/191016 4 79073748 F01 7/18/016 21 79037 765 TOB 7/181016 5 79073749 F02 7/18/016 22 79073786 T07 7/18/016 6 T9073760 F02A Vlato!6 23 IT9073767 T08 7/18/016 7 T9073751 F03 711ar016 24 IT9073768 T09 7/181010 8 T9073752 F04 7/18/016 25 IT9073769 T10 7/18/016 9 79073753 F05 7/18/016 26 IT9073770 Vol 7/18/016 10 79073754 FOB 7/18/016 27 T9073771 V02 7/181016 11 79073755 F07 1 28 79073772 V03 7/181016 12 79073758 F08 7/18/016 129 79073773 VO4 7/18/016 13 IT9073757 17/18/018 30 79073774 V05 7/18/016 1479073758 GE02 7/18/016 31 7 775 VO6 7/1 16 15 79073759 HJ01 7/ 18 IT9073760 IHJ02 1 IT9073761 ITOI 7/18/018 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Finn,Walter My license renewal date for the state of Florida is February 28,2017. 7 + C IMPORTANT NOTE:Truss Engineer's responsibility is solely for 90:. STATE OF :�ttr design of individual trusses based upon design parameters shown `:yam` ••'�� p P;'�� on referencedtruss s. as appropriate for any r use. Any Parameters e Anylocation identificatonspec is f ed ,n verified ,��Sis��NA� for file reference only and has not been used in preparing design. vmr ae,Kwo Suitability of truss designs for any particular building is the r4musa irc.acenszu responsibility of the building designer, not the Truss Engineer, sarevue ranrroa.rumen.swlo per ANSI/TPI-1, Chapter 2. me July 18,2016 Finn,Walter I oft JW Tn� Tuea T)W Ob PN • ' 1&1]]].s , nzeee GOI axcwdpFN a 1 _ Sun—, Bulden F°tla°xp. JWwrAb.FleE1• l.&OaM1BAta MTMInOUNb,Inc ID10 GeP1 ID:GTRIVDB ASu9acMtcenLEANWnMaVEaVBILLRBIDVHEJBY.IB9nR_NEIp3<PNHYx'mY 1N aOd ti0 94a Syea1 BB J g 1W 1I Ia of 1 m_ L0ADING IM SPACIN0. 2-00 OSI. DEFL N (bo) B0M UO PLATES GRIP TCU 20.0 PNb GnD DOL 1.26 TC 0.16 Id, LL) 0.01 2J >999 NO MT20 3x1/190 rCDL TO LumEerDOL 115 BC 0.10 Veh(TLI -0.01 2i x959 100 BCLL 0.0 ' Rep Stress Ina YES N9 0.00 If -0.W 3 We We NlGM:111E FT=2091 BCDL 5.0 DSd FSCNIalTPIGW7 (Mebdl BRACING- WMBER- WMMR-RD 2x1 SP No.2 TOPCHORD 6,no,aml wood$M ft Oneby applied or 3O0 Dc pads-TOPONO . BOT CHORD 2x1 SP No.2 BOTOHORD Right seilin Mredly applied or 10.60 ac Emdp. REACTIONS. (ams) 3-531Mahadipal,2.1&W3-8,0=11]Mashemoul Mex Has 2b70LG 8) Max OplM3=47(LC 12).2-101(LC 0),4=24(LC 0) Max Grav 3=53(LC 1).2=lW(LC 1),1M2(LO 3) FORCES. (lb)-Mex.ComplMax.Ten.-Allbaes2W(IE)orlessexceptenen sh so NOTES- (7) 1)Wnd:A3E7-lope)gft.l_1pson3e guM)Vor(2)10soneh,7CDLeeltpsf;BCDL40PV,h-le.^Oe- l.EBMNFR3lGCIu-0lons ahpwn:Lumber DOL=180 pltle Bhp DOL-1 W zl na,MA.Me been ch agned for B 10.0 pal WBMn Chad INS ba]nunwnounent wlM any IMwr INS bWe. 3)rTEN Mhas beemea ae for a INMload Of olad on the Wean MON'.an areas were al,m,I,3-50 fall Ey 2U viae We Me q R0lerIS gimam ler ads,to truss mnnumshe. 5)ProvWB coacher ical wnneciion(Ey arms)M Imss to Learing plate NIMwi111Aanding 1 W IS uplM njdrll(s)3.6 ex¢pt BFIE) 2=10 8)"SantrI dpilMlYs..incWENB beNY Member and lxity mafal was used'.the marries and deagn of Nis iNas. 7)nis WIMi9rodemus ad produm designed as an desgnerdual AMirs;"t esrent The du Pelf and use d gmdehis wmponentWany pantalar vWrvuwenwnmxx•meXE•Oxp]es ON nes A---Eow]ax xs.[asxcanAos -lbuNsuss. �r rve ryem.Bmµue�Ine eu�ainp Mra °mu9vxlry�M gpliw�ipry Nee gn pa�—Immo peps elnmeNeWnmmaeav u]10m�na—aFox v5e°w'„q°i�ea�.-UrS,meio e.•m`ssralap:":�wl:ela°c.aonal`p°I:rve av�nm a.p.w.Fpv..eleme:°n•..`r�.p'e,Nt. ` r.m,epa°x.ewx lxssevx.ms a.. al(1%l pum%emww,psaev.rralxalwlwm exrw°.ra T piL ae1�. SeMYIM°mu�lon°avai rem a BN WSueeL Sub]12IMnnOne.VA]9H. 47. Job Tnw inw Type OH Pry le]mu 9II T YCI4M£x 1 Batlm FYelsow. JeWpMb.Fl]Ake a ]MUeM1.AIe Yansay—an, ben Ju11a1a2b:el Ale Peel U'.gTAlY0BG3uRVJOrpnL]BWU1nBaDBIpLRBI00HEJOX1e11nPHImry3igy0Ny+rzy e-0O r 110 ~ SOO Bone-1:129 3 and 12 a� 2 X LOAOING(py,0 SPACING- 2X CSI. DEFL. M (Iod Well Ud PLATES GRIP TCU20.0 Plate Gyp DOL 1.25 TC 0.31 VMqu) -0.. 24 >SSID 240 Ml 214180 TC"' TO Wool DOL 1.25 BC 0.2 VeMR) 405 24 -Gy) 180 BOLL 00Rep Straw Ina YES INS 0.00 Horz(R) 0.00 3 has we 131 50 Code FBC201A 12007 (MMx1 V%Ad IM41711, "-20N LUMBER. B ciw- TOPCHORD gas SP No.2 TOPCHORD Structural wand sheathing dreal added xz-0 puMns. BOTCHORD 2x4SPN0.2 BOTOHORD Rlpq ceiling dil til 0r ltt 0cc ending. REACTIONS. (Moser) 3=118Tsed mi,2=218 M,X=2X/Medtazdul MaxHors 2oel B) Max UPMt3-9BILC 12),2--17X(LC B) Max Gra,3=11 ill 1),21,24811),0=72(-C 3) FORCES. (IE)-Mu.COtnp/Mu.Ten.-AIl tete 250(Ib)0l less ellCCpl wM1en NOvm. NOTES. (7) 1)Wnd:ASCE 7-10;Vud=130mph(3-eewn0 gud)Vasd=1D1nr M TCOL4.2dl BCOL=3.OMl h-IN;Cat Il;Exp C;End..GCpi=p.1B; MINFRSbnvebpe)gable end zone IUM CC External aryl formaznben and byrod fl MWFRS for readbna sMxn;Loral DOL=160 plate grip DOL=160 2)The buss has Wen renal bar a 1Do pd bottom UCN live lead nM¢ncuneM"In any CNx live loads, 3)'ne truss has been tlee,.tera IM bed MMopsl da Me bother andd in all areae wMre a hadengle3 all by 2-0 slide will It MMeen the b0tbm Urord and any Cher Mnmban,. Q Ratio 10 gWer(s)for Miss t0 WSs doorbell 5)Provide movehiwl wnnedion(by Uhen)Cl tmae M brazing plate middle of wMstanding 100 to uplM at PIMIr)3 ex¢q dt-I1,) r-n1 6)'SemFrigid pdchbnaka including hath Meander eat fixity model way,Mead in Me analysis and design 0the Wee. 7)ThismanufacturedpmdudisdesignWesenbdlvdual WildMgc paneM. lewUbiliryandusedthly,mmp0nenttvanype Wr Wilding Is the respomlbilay&Me bolding designer per ANSI TPI 1 as Merenmd by Me thudding cotle. a91W�VaeYdewOn PenmwenmLRFAU NOIEB CNIMaaIO XIttUaEOMFFF MFERFxcF aacEb L�egvad tw iae omywnn niTek®a'onrenors.lnbappn le Eveee any wpm Pvamelers sno.P aneumran In eu'o wmp1'.rot �E to ¢y¢1em F.1re eve.tAeo�uAehO Cnq�tWmVary tM epHF+dryd0sagipxemTers ash pmpenyeircon lm0lne owrar ngs, aiy z re IpdedlNduelmvexwenalmeabrsonF. n pelmanemerxmp m k Toney ammpa„m¢il.pb«m mwel.we>•Iinr-nma pmpem .m.ee. meana renin hal miae eem�bry��TmebrourpVtmav Ne-anbem5eee gy9yryX Wericeub,assanare andolied,con, m bal boody nna navy S'ra69ib]12 PbvnOna.VeYt9<. JBb Tluu Tod Tyra �, Pb, Bg3.es Epl MC14gB1 � . 1Gnirq BiIWn rYeRsnq. Je4vxMY,F. ]AIpeM,9A18MTek11NMW,N[Ype.lylla l6Ek]p18 Pge1 -yo ID:pITAIYDBWBuiuJOrgnCz5b1GY%ILwiblyl3lticN_IYdGIRBNn32]YkPVpyxmr ]LA Sow•11. 9 mr mR be= LOADING(pap SPACING- 2-00 081. OEFL. in (bc7 Well q240 PLATES GRIP TOLL 20.0 Plele Gip DOL 125 TC 0.03 VM(LL) 0.08 0.T >WB MT2p 200I1WTOOL T.0 Wmper DOL 135 BC 0.21 VedQL) 0.12 0.T -719 BCLL 00' Rep StressnesTES m 0.00 Hora(m) 001 3 one BCDL SA Cede FBCW1a]IP12007 Melon-M) NBgM p 20% LUMBER- TOP BNACING� CHORD ad SP Nat TOP CHORD SM.Mmi wed sheathing dneotry Opplied es 640 mlls pulls. BOTCHORD 910 SP Not BOTCHORD Rigg mining downy aWInd n 1000 m posting. REACTIONS. (1WMe) 3=13]/Meedenkal,2=3120-SB,grJ&MxluniW Man Hoa 2-101(LC 8) Max UPIAt3 IOMLC 12).2-213(LC 8) Max Grey 3=13](LC 1),2=N2(LC 1),0.19(LC 3) FORCES. (III)-Mex.COMP/Mal.Tan.-All Mreu 25D(Ib)alots expand Mad Now NOTES- (7) 1)Wnd'.ASCE T-10;Vun=130mph(3 d guy)VaW=101mpb:TCOL42ml;BCDL�.OpM;h=180;Ca.11;aP C;End.,GCpi�018, MNFRS(envelope)gable end mine and GC Ex10Iioni OPOI ler denexac BnOlama 6 MWFRS WreMbna Mpwn;Lumber DOL=1.60 Plate gtlp DOL=160 2)mb Wu Ma peen designed fora to 0 pill boom MWJ live load nMwmmnent with any olor live pads. 3)'This buss has been designed Mr a live ped W M San do th Wood,Mod yl all areae wTere a ndagls 3Sdt wil by 2-0 woe win in detested Me boom dlord and any other mempels. L)Rales lig gldMs)ler Was lig Wu wa tens. 5)Plourde mathanlmI wnon lion Mycors)ofl as to basing plye wpeble a winotanding lop It uplift at pits)deal III 3.1 W, Y-213. 6)'SemFlgid MUMbleake NdWing Mean'Member and floyl model was uud In the analysis and design of Mi..11. 7)TMs men daU nx,P odutAis deagned also rd'Ivldual Wilding mmpnent To wUWIRY end use 01Nis mmpmnllmany penimlu Wilding is Me renewability of Ne buildng deagner Per ANSI TPI I.rNeunmd by Ne Wilding mdo Q wx0.wxe.ysd,.npvan,uvs anpgpnxoras per]ods exp INCrWFp Mrae wEiagEXCE P.pE Ii]nf m.lWamrO 6pFEYik h.'Yn elle 1pluuwIY W.n Aln%4wnrreWn.]na Eealgn la saxes only ulen p.ramenen mpxn,vM lab so nd.tx As. ppa.M eygem aeMe^uu,IM1e puipmg eerpner nugyrMlM1e appi pigmy ul ee sign paranwersene gopenylrwpipryNY del tMewl duIG^g e.egn gmelulee l.mot.vatl piecing plmmNeuai m,es.aLaneru Gm memWnvry.Mee pelry.Mp•rm.nemb Yip MI ek' w'm,egmreew,Nellq.Mete ole -Isexe.mpatlW grsm.liewrvane pmperry eempe. e,germlg�unevu aaiep�eYgye wm anlpe.ap�aae.ad�ir a"paiI sassy Yxa �'0eP°M�.`i.°mnN iieinel::seAn`s�`e: ft....l s ,m.mn ens m a,1.aa..npre.yn mt..m y .oae .mnisa uanryPs mWpenl a P.rY.ru a<. r.mw.rL dMlp a .kb - .TNw TrvpBTnB Ory PH TPo]s]ae TQaee a FO1 B 1 9iken Fap3aau. JwYurNb,H. 1..'Aix 10 M18 an.la..Me Nm IS,to a,a,, l.1.Papel ID QTAIYOBrA$NflWrvmCxNo1 mLwihry MKkN NOGNBZU3SMIkPVKryxnv Dia goes 1:30.0 a4= 2a= 3a = w= 3a= 2H 11 as FP= a B a 0 10 Ig A 10 la 11 1e IS tl 13 12 aff= 3a Fa=azo= 2a 11 2a 11 as = a4 II F10,2,12 PlateCoded, XY 1 1 g_1-0Ed 1061-0E 1 100-1-0 LMDING(W SPACING- 2-0M CSI. DEFL in (bc) gad IM PLATE& GRIP TCLL 400 plate Grip DOL 1M TC 055 Vert(LL) U1414-15 =999 360 "i 244190 TCDL 100 Comfier DOL 100 BC 090 Vai 421 16-17 -905 240 BCLL 0.0 ROD Streea Ina YES m 0.51 Horz(iq 005 11 Na Na SCOL 5.0 Cede FBC201Y] .7 (Mast.) MMM:10316 FT=20111%E WMBER- BRACING- TOP CHORD 2x45P No3(Mt) TOPCHORD Slrvquralwrctl shedlhing UlreccllY aPPlke w&D9 pc pulllns, except BOT CHORD 2x4$P No3(Mt) and veNka4. ASSES 2x4 SP No.3(Mt) BOTCHORD Rld mifng directly applied or 2-2-0m Oreo. REACTIONS. (IWase) 21=95210.38,11-956/63-0 FORCES. (Ib)-Max.Com,IMml.Ton.-AIL Mims 250(IM Or Was except MM arguing. TOP CHORD 21-22=-9474,1-N-946 ,10-11-952M,1-2=-53310,2-3--18TBI0,34-2245q.0.5=24274,56=226]10, 6-7=-226710,74=2267M,0-&--165510 9.10=E5110 SOT CHORD 1920-41205, 16.17=01242],15-16=dN2],145-42427,1314 W0D,12-15=Oi REBS I0.I2 1073,1-20Q11063,912=1031M,2.20=1020M, 2-19=O1B6],8-13-830ro,3-19=63510 &14=0394,3.17.W403,314 -53111111,4-17=4334 Ni (8) 1)UnMianc Ikor Ilve beds have b M CM34OMd W MI&design. 2)All plates,are 4.6 MT20 unless OMMMse'2ldlmled. 3)"Seml-Ngld prlMbreaks Including heels"MMItGr end fnty model wase used In Ne analysis and design athis Wss. 4)Recommend 2x6 amng0ecks,M edge,aopmtl at 10-0-0 m Md Haemd to each Wu wM 31011(0.131-X 31 nails. St1Mgb31ks t0 M alachnd to walls at their oWer ends a-IealeinCJ by other means. 5)CAUTION,Do nor erect Imss backwards. 6)Tllismsndas uredpmdua IsdesgnedasMiMividualbuiWog Mmpmem. TheauH NRYMduseaOiemMpa krenypatkuWr building Is the responsibility of Oe building desgmr pa,ANSI TPI 1 as referenced by the building cede. de walwlxa-vm I eavkn paramelxam4aa vprvp)espa]Ne a y 101 Pas ash n—an F r:x,hus he m¢umte wt nex 15E mepbnnlge lmemu mry wnn xneYIDmnrenora.mrs eesrp'ere BaiK mry upon pelemNeneMun.nenlor nervquvl rA oasa. eebeue..rn.euoe rrp Bear nermualrerrry ppu.-1w.--heroah Pop mudxonnalelM�nmemNe�cgx irrpeeapx. 9laNnp inermredlile - lisreuprp eF�,e11.1 ..x11ld morlxxxs 1. I—aarremrrvrrem d.mp e exist a, eler baupXy are..prevem mevpae wN panda prsowrinY Six peps Assureareas. yvthmea' urg. ee kd on AeaOe,enlwo,e^o 1amPltllnNd aNeLNeseml 9Fa]e IDg CTW,guAaYana BC81BUINIM Cmmpenem a01s.MMeNi surly Nlor�r.mrr .rar sem ,uaa a ., n. nmp..n 3BMp w JM Tru¢ Tmae TKe GN Py • Tarnw BUMen Flydaouw. LWatnlb.i1532M l&d5Pp I0301a W5UGJJJMgU.Mm,FY+0Bbm ID10 9399 ID'.gTNYU&ABu'IeaJlroenLrNMWSGZgJI6ivgUtpxiBr5uxBEvmMYSXOASBawrizr 0.1-0 H - -0 184 Smis=1]0.5 ads- w FP= 3 4 6 0 ] 0 C e 18 v 10 is 14 13 12 1+ 10 e am= as FP= 2w II 9d II am= 3x4 II H 1�4 I1 P X LD1-0E a 1-0stand 13:0.1-0 :61-0 t LORDING IWI) SPACING- 24D CSI. DEFL M (It-) Yeah W PlATE3 GRIP TCLL 40.0 PIN Grip DOL 100 TO 048 VwhLL) -0.0 1415 >B99 38D MT30 2441190 TOM 10.0 Lumber DOL 100 SC 0.98 rhat -0.2010-15 >BBB 340 BOLL 0.0 Rep Shares Ina YES VrB 0.50 Hoa(TL) 0.05 B Na ole BODL 5.0 Code FBC2O4/f1P12W1 (MaN) NeGM:B9lb FT-2 F,IME LUMBER- BMCING. TOPCHOR0 2x45PNc2BIa0 TOP CHORD Structural wood shorthand directly applied or 640 a pages exupl BOT CHORD 914 SP No 2(fle1) end veMcala. WEBS 2x4 SP No 3(flan) BOTCHORD Reid adding surlily applied a 2-2-0t-berang. REACTIONS. (Wage) 191 B 343IMecM1alitel FORCES. (lb)-Mex.Comp/Max.Ten.-Allb=s2W(lb)alma0xcepiw Ml , TOP CHORD 1920=-NM 1.20-93000,8-8=931h0.1-2-8]1V0,2-3-164210.34=21BW,b5>-23540,Si-21T5G, 6-7 -162400.7A=61LH1 BOT CHORD 1T-18_D11260,16-1T=04DN OB,1Si8rt2006.1L15�Y3354,1Sid=002354.12-13rz354,11-121110`19,91.10-11>011236 NESS 8-10=0010.51.1-1817-10-100910,2-18=100000,]-11b 7,2-17=00348,911=-033M1I,31]=E1500, 612=0305.3-15>0121T$5-12J7M.4-15= 16 NOTES- (7) 1)UnbWMeO flow Ilve loads ham teen coneeaed lathis design. 2)All peps N 3x4 M120 unless othaese indicated. 3)Refer to giNer(s)fa trout to Was candidate. 4)'SOmFngol retinues"including DttN•Member and hay model was used In the maps and design OI NN host. 5)Remmmmd24s ngMe s.onedge,Wp a10-0-0 ccendfaMenedt0e0 tweewO310d(0131'X3')nails. SUMgbeckatb b0 attained to wells at beir cuour ends a restrained by oBw means. 6)CAUTION.Do not erect was DOckxarda. T)me manufac umd pmdu d o designed as an individual Wilding carp rant, The wast y and use of this mmponsntla any ponivlar Wilding is the respmtlbildy of hie building chur,w Per ANSI TPI 1 n refweoced by Me OulNing wde. AwaaaH3.vxRy emgnpveeuu+eneaF.texoJF50M r1a3NroIIMLWEOYIER IEiE1ZXe0YlcEaa m.leP1RYI5N EI6F. • Cnlgn nip trema onY tl�MITNHIDmnrtdors.IDle EeYOn lemxE Dory sego pernnlxeelpm.Mlabran In ul"biit-ow bn ma�aner odd.«"a.µYob"dmdpnw lad P4'e"^f^ trier 1..11 ..r a:saannm��a�wexlnnmem euau.yminawu.ixma.wanarx mxe m.mwdem.J4ani�a 'a raimw+dmna MiTek' airy.nnrn prewar mluPse='nn pnaebpanaallnNrveNP'Wem mm.te oo—ah Busurent. ryerw lrearor xery.erwbn aN enunv m xuru ane Weeayxems,u. dud"afti os aM Oca eululna cemponxa segpw E.®aw. sdwy rn omo ion eeaiaeie Irom rrvss PYIe mgAme.La N Lx Slml,sone]R.MssnCnNeVi 33]u. To, FL SEIp Jog Trvu Thadi Oly PIY ragrad ezaee raMwPoMwww 1 9ihn redemme. LLoseas rtazaa 2.MO..tp......... Mon Julletam'a>mle Pget ID:WanrGBG$ulaaJOmm1E5b5 kl5GZGJIB.eyllpmC Ols[ OVSB%09J+Bryxw 0�0 euM.I2N5 1 2 3 4s 0 T B a 10 11 12 13 14 IIIIIII% as T as 25 24 3a 22 21 M 1P 10 11 10 15 ha= 14.0.1BEd 1 0.1-0 I,gamw gmt SPACINO� 2-0O CSI. OEFL. in (lel WbB W PLATES GRIP TCLL a0.0 Plse Grip OOL 1.W TC 0.08 vad(LL) Ne - Ne BBB MT20 2441190 TCOL 10.0 Wmber DOL 1.00 BC 0.02 villi Na Ne 999 6CLL 00R Siross dna vE8 WB 003 Hand(TL) 000 15 Ne Na BCDL 5.0 CWe FRC201IRPGfp] (Mohd) Might NIb FT-20%F,1l%E LUMBER- BRAGING- TOP CHORD 2x4 SP NO2(fle0 TOP CHORD Shuauoil v.app ahBMhing directly applied a8-0-0 X putete, ex�Pt BOT CHORD 2x4 SP He 2(NI) ME ss i WEBS 2x4 SP Ne30a0 BOTCHORD Rgid.1h,Monthly apgod or 1600 mo theang. OTHERS 2x4 SP No3gurd REACTIONS. All lashings 17312. (Ib)- Mu Gtav All baabns 250Ib or bee stjoings)28,15,27,26.25,24.23.22,21,20,19,18,V,18 FORCES. (Ib)-MaX.ComplMeX.Tan.-AIIMmes 250(Ib)orluaexwpl wren Nown. NOTES- (8) 1)All gabs an, 2X4 MT20 unless otherwisB FtlluleE. 2)Gebb redone continuous Wllom cih Ebeuing. 3)Thing-the fully sheathed from one fare or se cooe ly among aping spoil mosmant(Le.outlined west 4)Deals slugs Waited at 1d-0 oc. 5)'SsnmgvJ pioolamaks including beel6'Member end N9y boosted was used in 0e analysis and design of Matas, 8)RemmmeM 2xF strong0acks,on Cdge,spaced a ID-0-0 oc and funned 10 each tmss wed i10d(6131'X 3')nallc. Slmgbals tp line hWtowlisel Nehw rendsMM"inWbyoMxmans. ])CA11T10N,M boa nmol Wu NckwsNs. MThandenaaauredpoductledasgnWasanindwdualbuibi�gcanpamnl. T ewdOil4andus dthacompone War pa wWr Wising is Me responsibility ofthe Wibbg designs per ANSI TPI 1 as referenced by Me building code. Mass assn ciswgn arose, aster,toxoruox os, rs,p Eowrexureurvca sage w.a.rsr snwmrnu/oaarea. �.nIM KK uw mry wee MIieM mnnetlora.ink aeti2n a anus mfr open paranie:en ancon,boa rs lir e n InaMaual eueeuq mn�rxi,N eaug,blxeuee.tee nulWgmagnee oust rxMNegvealetydeesgn pammnenene pope cousry e-Fouleard HeMmvall WYMM�eaeYMk�i poNXry WtopnwA mlupuxwnn pp¢aele PorewilnlurvnJ goosed mme2a 1.1-ussawsipereareas �M 8 .n.,aenerY*denaust—tournuessoosafe—e.. afroosen,p9eay.rra moswllesgeurryen.n etlplrMrWm snikek Imm Ties Wm less,zm N.—Sen.sone 312.Mvpms nPzz°r. use FL=100 se JM Tna Tms Typo Oy pry 1 rWl]ist R) P.R«`I fuW a'Ides lym..-, Jeseer. 1elpepp 1..1.arm I....I—Mm Jul le to>'Y.1.PepeI ID OITAIVDBWSu'texHlmnCv`lalCNa UUCmle$' o C39U Xy*m2ucCO}wlm Die ap(e 1 2 3 J s p e e m 11 12 0 14 i I J I jj 3b l r 27 as r r r 22 21 20 19 19 17 1e Is Ipb a4 = m= PMb eN %Y 1 61-0 LOAOING(ps0 SPACING- 2-0O OSI. DEFL In (Wc) Vdee U0 PLATES GRIP TCLL 400 Plala Gdp DOL 100 TC 010 Vwtt.L) Ne - We BBB wn 2W90 TCDL 100 Lumbi DOL 1Go SC 002 VM(IL) Na Na 899 SCLL 00 Rap SMe Ll or YES WS 003 Horz(TL) 0.00 15 has Na BCDL 5.0 Code FBC2O14y1P12W7 (Mshd) Might 591E FT•2O%F,11%E LUMBER- BRACING. TOPCHORD 2x4 SP No.2(IMt) TOPCHORD Mdural waM eMathing data"applb]or BOO w puNns, dlmpl BOT CHORD 2x4 SP No.2(IMI) end-Meals. WEBS 2x4 SP No.3(M) BOT CHORD Pit. ifng dMady applied or l D -0 no bracing. OTHERS 2x4$P No.3(Nt) REACTIONS. All bevlrye 1744. Iib)- Max Grey All leections 25O Ib or Ieee Mjoinks)2315.27.26.25.24.23.22.21.20.18.18,17.16 FORCES, (ub)-Max.COmplMm.Ten.-Alltm MO(Ib)crlessexmptwhenahoam. NOTES- (T) 1)All Muses are 2x4 MT2O unb35 mhdwise inWksetl. 2)Gabe regains continuous bottom Mont bearing. 3)Thu..to be fully smlatha l hem one fem or securely brd against lateral movanmt li.e.diagonaleb) w . 4)Delo aMe aat 1-0-0cc. 3)'SemI S) vIda, including rashmemberanernymoolwas used mtheenarreaanddeagnatllsbues. Recorma necks,on edge,apaxds 1E ..and KeenedWeeU Wuwith 31W10.131 X3"). s. Stmgbackstogb be atladled 0 walla at their outer ends or naehalned by Deer means. 7)This m rafteduned pmduct Is deaigned as an IndiNdual bulking component The suhadlity and use Dlthb wmponmt Kreny peniwlar Wilding Is Me reeponsibilby M the buiking designer WANSI TPI 1 as referenwd by the building code. Aw� .mana m, I ..n lnr.ke m.efonm.ee>Ipn I.e,.wnw,.mel.aeno. I.v.n mlm..I me.�Ia.e r oe<� sm —py« n la. — . so P I.I nfelnu term1.m m.a»,alp walma•q° en r:ilitir;�e to p,a:M lw: mea'°w"`m�n a`slue'x%Iv`e.m:p`:F' an«e".enpbem n.m«-.s M7@k' Br1ayYMunupe,J°eery.eao�eM .one a1wam ° re. OWethJp— e m ...pe e 318NeLmSM ] n Tease. 1.1. r JM rTruM Tuw Type 01Y %Y 1p]]5]Is amed P01Flo,,rarmsexi BupaiF&um, JwWem1Y,R933N 1 7Y1 201e W]H lnnutlres,ln<WnJJ 1010:ML5]MB Ppet IO:gTNy0BU3N+u W mMs51Mgl00yleFONc1w1B3]JFBNUN50pIGPMO_wN2ye1¢u 9Me=121A 14 1 2 ) 4 5 6 ] e 10 12 13 1 g 2e 2l 25 25 M 25 II 21 2J 1. 10 it 1e 15 al= I probe Offools fX Y� [14 0-1-8 Easel 15:0.1 8 LONGING(pall SPACING- 24-0 CSI. OEFL. F (pa) oJell LM PLATES GRIP TCLL 40.0 Plete Grp DOL 1.00 TO 0.05 VCn(LL) an - Na 809 NIT20 244/190 TCDL 10.0 Lumber OOL 1 W BC 0.01 Vert(TL) Na we 899 BOLL Oa Rap Stress Ina YES `AS 0.03 H.rz(TL) BN 15 and Ne BCDL 50 Code FBC2014,91P0007 (Math) Wal Bl Ib FT•20%F.11%E LUMBER- BRACING- TOPCHORD 2x4 SP No.2(Ba) TOPCHORD Strut mlv d¢Mahingdirealyappbda0 mp fts, except BOT CHORD 2x4 SP No.2(PN) end yeaders.. WEBS 2x4 SP No.3(fla) SOTOHORD Rg calling dimI applied or 10.60 cc bracing. OTHERS MI SP No.3(M) RENCTIONS. All bwringi 1611. (Ib)- MeaGray Allre ns2WIborkRMpingQ2015,2],26,25,24,23.2$21,20.19.18.11,16 FORCES. (Ib)-Mas Com,11AIN Ten.-All fends M(Ib)a los except open anday, NOTES- (0) 1)All poles am 2x4 MT20 ureas oNemem indiuW. 2)Gable requires commas bottom arom bearing. 3)True to be Mly shoodo d han one face or secuMy bmrod against small moyement no di agood said), 4)Gable and.aper ed at 1-0 be 5)'SemMgal Wcalona sincluding bead'Member eMSay model was used In the analysis and design of Nis Gus.. 6)Renmmand 2a reangeral an edge,spend at 1040 w and fastened b eaM Wss wM 610d(0.131'%3')naie. Strongbrke N baa Wtowaleattbeirovere dsorm airwdbyoN mean. 11 CAIRION,Dc nM ereetau.e Mcbwards. 8)T is menuMalarpi papa is del as an Indirvaual Wilding nmpartm, The wiMNllty and use mtbe nmpnrml fa any pablAl r Wiping is the resansibilily MMB buil]ing designer For ANSI Tel as referenced by NB buiNing cede. A.-parl P--^^.++--D-T.ox-1 A-Yrxrus —AFf£yEx0a P4aar]mn...0e5POA5usa. BimwYbwmI am.--m.Wienh¢Mensal am wra...n4 Y M erre haYq mreawsm bars.ee]a.u..as eusar,el men. './pully aa.phe.rare ne pop.m�amrymeYm.and hens an s:..r d°wm�aw�.aevn:euM wd he van ml ':sa w.elw%a�s'�mn III wen d...p mwmehwa.r°°�h.ewm%q�I.•m•+W MRB mar,aelmry,..N.00rr.1uusaea.ne Wss¢memc u. ou.pe...and..rd Bah ubdn; e1. 9eW Pwb SMR.tl. n n � e...Tra.Rn.lenure z re..lee.—suo 11,__nr-VAh 11<. moral PL Man A Job Trues rives TypeON PIs w]a M 8mm we a Ames niSWuss ...I . ]fWeA}18ID194nYIMaliln.YC MonNIf18 M:ISA1f Rpe1 ID'.DITAIYDBcASuiex.W®Kz5 W9]DOyYFd(Qro1 B3]JFBNUNOdVG1O0_ipAv2)wlma 60B HF rd Sow-1ma 48= ax, = 9L 9= Aa— 1 t i • 5 8 ] e Y 1B 19 1] 10 15 14 13 12 11 td lel am Ev= 2Y 2.so m= 9N ldeg 1n]-es - - s .0- -0 -00001 OFA d0.1d LOADING pea SPACING- 200 CSI. DEFL. it goi) Well Us PLATES GRIP TCLL A0.0 Plans Grp COL 1.00 TO O40 Vmi -0.1015 >%S 380 MUD 2HH90 TODL 100 Lumber WL 1.00 SC 0]) V011(TL) 4.16 15 >999 240 BCLL 0.0 Rep Sanes Ina YES WB Das HPrzf,) OW 10 Na Na BCDL 50 Code FBCZM4,TlI20D] IMeda) vil 91N IT 20%F,11%E LUMBER. BMCING. TOP CHORD 2m SP No 2(fien TOPCHORD Slrvcdrel wood ahealM1iry dlremry epplietlmBOOmpudine. except BOTCHORD 208 SP No.2(Ib) and vatlicNe_ WEBS 2z4 SP Ni.3(ild) BOTCHORD Rlgld thigh,directly applied or 1040 oc bracing. REACTIONS. 0b/s¢9) 20iGaisi 10.905RAedlankal FORCES. (lb)-Max.Comp./Max.Ten.-All forms 250(lb)or leas except vAgO Shawn. TOP CHORD XF2t=d9aN,1-21=-09U0.&10=-90dU.1-2=8a0N,2-3=-156d'0,3Y-2M]N.a5:21 B]N.5£-2039N, &]—i5a2N.Td41562O.0d-612N BOTCHORD 13190'1203.9-tBQryB%.161].0/1898,1518=Mt0].ta-15=0rziBL 131a9rz18],1b1S JI188a,i1-12=M1181 WEBS 3110I1Wa.1-19=099],311=9830,2-t9=B5aN,B-12=0.512.2-18>alBOS 8-12=5]flro,31B=5]W9, 3t30ON,316=0.328,319=990128,418--3021J6 NOTES- 1)Unmlanced door live bade have Men considered fwthiS design. 2)All plates are 3x8 MMO unless caramels indicated. 3)Ratio girlars lir truss 10 prem eonnegi0nf. q"SemLrigd pAMbreeke including heals"Membertoday end By ordeal does,used m the analyst end design d this does. 5)Recommend 2x6 aVingleacks,on eah ,spaced 811000 ocend fmtened to ear bum"h 31 W(0.131-X 3')nWkM SYmngb0ck3li Ma WtowlisMNeirolderendsitm s,0 Wby Mhermean. 6)CAUTION,Do not Nevi buss backwards. ])]dig manWatlufed product b designed ae an Individual WiWing mmponem. The subabilly and um dthu mm%nml br arty pWiwNr building is the ree,xnabilBy M Ne bulking designer per ANSI TP11 as rekrenced by the build, itsj&lidessed vvNYaeWnvi—mraeMY.ti NOIEd CII.Ass.andel FmENCF I1aE fal haddeff aEFONEim. .s,,.1 er we onlr•wm M�TevID m�nxlon.Tilsedp^aaeeea Doer°P^p..relen Nnen dossed dd"m1Y pulMnp exnweeM.nr reY Beermm1•aey Ne{4bNMwfee,Tipwarelen°N p[{xlr I�mpaA same IndINwe EUMn04esY^aeaoec .M..lv�e.eeen t.11vdxxmxau .ardace. ane.•em Radars ons�earm lerembreNq .wmm p•IreeroraupilM°^em.ao wlweY.Iuee•e.Newexperreass Popso. esse,cn iammhp me e ere9.0alMry 11—T mr.11Npl..e '.XaW rye.m.w n's ossc WYnyeM1.ie.imtl.na ma&Awlnp euml>M.N aA1Y aYXylMomurlen eeei dem nae e, 6YM.SUYefl2 MvdN.VA3ZlH. Tunp.R faa10 JCC Ttuu Trvu Typo Ory Py 933189the Geld 1 B.y]pfY6n.m, JrJaaxN.R ]&O IMIB And NRMlneuted, Mon JUI1 B19:Ab amPps, ID:D1TArv0&ASNmHrasnLxNW BKnOBXIG'+KII%ycOapUIMY$o9p'teZYDMNITUtwrizl 4� OI]IB Si 1154 1 2 3 4 3 9 7 B 9 10 11 13 be 8 Xt�.XtXX777*X-3=)LLL ��,,,,,,t��Zx> xxxxx`FXxxxx�A. 30 23 33 31 30 19 19 1] 19 1s A _ 13 3M — �— Plans Chippeas�,� r12 1-13 0 1-8,0-1-01 WADING SPACING- 2-0-0 CSI. OEM. in (Ice) Well Ud MATES GRIP TOLL 00 PNM GOp DOL 100 TC 0.11 Vad(LL) Na nla B89 MTA 2"190 TCDL 10.0 Lumbar DOL 100 BC 0.02 VadgTL) Na nae 989 BCLL 0.0 Rep Strew Ina YES YUB 0.01 H dra(TL) 000 13 na Na BCDL 5.0 Code FBC2014RP12A] (Msb) Wept T]lb FT.30MF,1196E LUMBER. BRACING. TOP CHORD 2a4 SR No.2(9et) TOPCHORD Structural v3aad smath'ng directly applied or 600 w purlins, except BOT CHORD 21 SP No.2pllel) and vembee WEBS 2x4SP Na.3(fIM) BOT CHORD 64-11 ceiling directly applied or 1040 oc baring. OTHERS 2x4 Ed Na3(IIM) REACTIONS. All beamris 14-11-12. gb)- Me[GRv All...1250 Ib a leu tlpint(s124.13,23,22,21,20,19.18,1],16,15.14 FORCES. (Ib)-Me[.Comp/Max.Ten.-All larcw 25084-1 or lees exwplwllen alwxn. NOTES. (7) 1)All pales are 2a4 M72D unless othe eade indicated. 211 requyas wnunuous bottom chord beenng. 31 Then;to pa N1y&IeaMed Ira.one face ar sear¢y braced against latml movement(i 9.di,..l al 4)Gable studs Final as 14-0 at 51"Sioni piMbrel including hi Member end fixity model was used In the me"*and design ofMli not. 6)Recommend 24 atmn9backs,on edge,specetl at 1000 oc and Impose to anti tmu som 3101(0,131'X 31 reale. Shmpbx*a W be attached to wells el Meir outer ends or determined by other means. ])TIIbmanWadumd ptotluq is tl¢spned ae an Individual buiNinp wmlArRM. ThemUbIIBystduse WMiawmpanntlaanyped Wr builds,is the na,manalit,of Me bulging designer WANS1 TPI 1 a d rehronced"a ballon cede. Ace ray Fa'a ra uxonlaxxssenarrca as Iseasaause. �• eNg ry e ry F team en mown edeas of ip h M y _ p 9 vrd ppl lily Onrymm�en ane pmpeny My ab 1M Y e� „d.nbm.mea,.nnr Pa.,y p ...�.w3 MRek' heeIlwddrn Ocl�,did m.nemvn°;..�aa.•nn�amuwe.wMa lnph.ne wwmm ,ee. e.ereadatdd, mno,. xWbn nnre6e eelmMe uMw eM Meme dr. ad'..ryp.ma xe diet cm .nSaaaaN BMI&el9Foaaponml epIPNFR B1d. scary lMemalse mTnae red2tlun,ale N,ba 9�M,EUM3r3 FMvneN,VP tddl Tme,FL Alam A Jon Truss Tfun TypDry by • norms BY1155 fol ikn B 1 &itlen Jobibeftearceloptal FLtlBaum, Je4amNb,FldEY NOe0y1o.m. MlneuWW,Inp.M[nlumv.2l:espom mail ID DjTM• Su4We CvStafel MH"SVXyt\Ok UjjnOPOY.b UYDMNjTUyvmzl P1-0 H Smle=1'B5,a YS= he= he II m II ans= 3 e 5 6 1 6 1 8 u 14 13 12 11 1. se= em= mII PM V.Ytl 4,EE a 1261-0 tl 130.1-0Etl 17 1-00.1-0 LOADING(pat SPACING 2-00 CSI. DEFL. n (do) PoM Ld PLATES GRIP TCU. 400 Plass Grlp DOL 1.00 M 0.53 vai -0.101314 >999 360 Mi —190 TCDL 100 Warner DOL 100 BC 0.64 Vei -0.14 1314 >999 240 BCU. no Rep Stress Ina YES MB 0.42 HDri 003 9 Na Na BCDL SO C.FBC20147PM007 (M9 ) NbgM:661E IT•goal 11%E LUMBER. BRACING TOP CHORD 2x4 SP Na.2(Iltl) TOP CHORD Struclumil M sMMhklg Eil ly apple xa m puHl s. OxEOq BOTCHORD 2x4SPNo.2(fltl) end ve stab. MESS &4 SP No Wad) BOTCHORD Right reilieg direary applied or I Di ac bracing. REACTIONS. (Iblstal 16111(B0WS.11,8914 FORCES. (Ib)-Mex.Carp.RAu.Tn.-Alliomm 2W(B)orlem nppi wNn MOJm. TOP CHORD 16-17-80210.1-1)=40201,69=110100. .24-1347M.3d=174M.45-1 742N,5 -1 74M, el 3330,7-� BOT CHORD 14-15=01106013-14b1flill 12-13=011)42.11-12-0Oi 81611911047 MESS 810=0092,1-15bR34,7-10�-3yi 2-15-81110.7-11=0MI 2-149476,&H 45110,31411,,lillf, 6121141401.}13-18pli&12-25301 Ni (6) 1)Unbalanced floor live loetls have been;Wneeeretl for Nle design. 2)All plNes ale 30 MTN unless oNelwiS<indicated 3)'5emHgid pitWiseeks ylGMing Meek"Member Md Fvdy morml was used In the analysis and design olMMtluss. 4)R<epnmend h6 ahongbacke,on edge,apaxd e11049 oc Bnd(ast<n<tl t0 eaM Wv wIN}104(0,131•X 3")nalb. Stmngbecks W I smash to walk W Meir Mer ends or 1sMii by other means. 5)CAUTION,Do not area tmss backwards. 6)This manulMuled plodi i5 designed as an individual bull mmpnent The subabilRy and use di WlnpOnentM any parm ler puiNFg Is the respons iblhy of him building designer per ANSI TPI 1 as rearenced by the building¢de. AwaJwxpvery eaagnpnmx«a.neasnoxor[s ox rresaaomawao5xlax aafaaax¢nleawlmm.fBawpfseEfarta des. Oen nlNbrumorynN MnekO mnneMs.mese ignmme olN olaa cera me¢nalrrvn,eMalxen FervYUIEUIYrypmmppnem.nu rss, arue um Ne WAe.perse gee•mFbl ver�lyl gJueYry agn penmelm vne gope.—Itarow,and Momel pahbg e.rge amnn lMlulN le le p, eut bg d�nelxeual puear.e.aNV Mme m.mlmory. mmover epelmemnl beep MRBk' %. m eeM�.e M�e.erMwwmpnaml Wiuvee.en p.mN.wne.ebpn e.e pmmmameve. buMl.nwNeersHera vll�. dktlwn Nrepe,exl lwryke�loi anepnbrtln^eaAN ueN Ue`wheme.me auYayceW,WBa9eM aulBUllmnv Camp^�a mdse FYBM. 9.iMylpinimeuun .a.i m mm a su.n.aur.slz.wbmMl.. nv IDu. T.11v5 ft 55514 lob Truss Tmv Tvq 0y Ply 9IIUB WelCwmwn BL{pNf GeW 9 1 Bien hava rta, Jpvvm9Y'Co. ]MOeMla Ale.mit' WYe.Inc.Ymhlt9lbffi:UA18 Sepat 10gTayO�W4imlCzYca6iugna U)CnFmm ayDOVADgATkkW q MM=r .1iG q-ltd 36t F0 ori-5.0. Small small 110 P-ttd P-118 1� ore= bag 15 1e 1] Jae� u 19 RiJ 1v L60 11 A 10 a1 b A23 9 24 ) ze e a n e 2a 0 11 31,1 9B= e= 3 M 53 5a 51 50 48 4B ori e6 4s M 49 42 Ot 40 J8 99 J] 9e 15 34 33 a9 5.8= A8= St1-0 WADING pan] SPACING- 2-00 CSI. DEFL 0 god YEM ✓II PLATES GRIP TOLL 20.0 PINe Grip DOL 1.25 TC 0.15 VW(LL) -001 31 nh 120 at 244/190 TC DL TO Lumber DOL 135 BC 0.0] Si -0.01 31 mY 120 SCLL 00• Rep Strep Ina YES M43 0.09 Hal 001 30 Ne We BCDL SO COOe F8C20I4 P12007 Wall NbgM:289M 17=20% LUMBER- BRACING- TOPCHORD gist SP ND.2 TOPCHORD Strudurel wood sheathing Aileen,applied or 649 Co purine. BOT CHORD 2x4 SP ND.2 BOTOHORD Rigel Calling cartel applied or 1 D oc bracing. OTHERS 2x4SP No3 MBS INew A mind 15-04,17i3 REACTIONS. All bearings 35.11-0 (IDI- Mex Harz 2=-131(LC 10) Max Upllfl Pll uplift 1001D a IBBa al lalnl(e)2,45,48,4),48,49,W,51,52,53,54,55,42,41,40,39, M 37.36.35.N.33 U.30 Mal All readipns 25010oreu MloYlga)2,44,45,46,4],48,49,50,51,52,53,54,55,43,42.41. 40,39.M.37,36,35.31.33.32.30 FORCES. (ID)-Mex.Comp./MA.Ten.-All Anma350(M)absa except Mlm slAwn. TOP CHORD 111a=102Y2S01445-1 8338 1i16=-tON392,16-17-1041292.17-1 Dw-I 1 S037. 18-19=-10=89 NOTES- (11) 1)UnbeWwd mol live Imda have been wnsefted for the Steel 21 NAM:ASCE 7-10;Vutt=130mPh(3-aewM gum)VeW=101mp11:TCOL42p4 BCDL=3.0pN;h•1811;C .II;Exp G End,GCpi=0.10: M0.FR5 pan.. it C-C Extent ZWAC-C for mands.and(cadet 6 MFRS for reedensahwn;Lumber DOL-1.60 plate Imp DOL=160 3)Tmuded4nedforwind loads In Me plane saNetmeeonly. Foretudeexposedtowing(nom iAAeAu),see SIaMeNInduelry Get End Details as applicable,a mnwb qualMed bull designer as per Al 1, 4)All plates art b4 MT20 oohs OMerwise Indicated, 5)Gal requires continuous boMm chord bearing. 6)Gable likes speed at 1-4-0 ce ))This truss has been deal for a 100 pet Wdan Mord live load nmmpwlred with any DNtt live ba]5. 6)-The truss has been dmgnadfm a live load of 20 Ong on Me bMlpn Mord In all Areas where a neclengle 369 hill by 2-0 wNe will fit between the began Mad and any other members. 9)PrwvJa nreMeniral mnnndlon(by oMers)of wu to cearMg plWe apable dwnneending tore 1b uplAl elpinIXal z.4s.46,a],x3.49, 5q 51,52,53,54,55,42,41,40,39,38 37,36,35,34,33,32,30. 10)5errl&rl PitMimmus Inducting heels"Member end fully model was used M the anelyale and design&Mia Was. 11)Thm mandatl and pmdud Is deslBnell es m indivkual CuiMMg Wxlpmenl. The su0abllity and used this Component for any pandwiarbuidinBis MemsµrmMllXyaMebuipmgdesignerper ANSITPI1as Memnre by MebulMmg Code. QwawxxGvvXyewpn noxo rts ax rnsaam lxttlmao Y'rtx uamarvcavnaa Yx]m m. 11yese. Fsaa .. D,�s,s-s IywnM1 rM1SEes9^s OauE enry umn peramnen alwn,vnCrsbren lnemeuai Euil6npawrymwA,m ayeiem eeloreuve.IM1 mull wrrylMxLgiudiM ago pemm�en vnC propefurmrpaaema'.m —wersv,r Is eve^s re•9^.sore np111e umwaumtiwewiv-r-1anwwNaury. nun`. o empmana^cwmu^...hM,p Mitek' 4.wrya rt-.u. rauvilay an wiKpsawn^poor.^i.w,amanmun,ne pmpemmmw, wymenlameanu rtmmm CSI •1,lemun.a ori^a^rlrua.aamlrvaaap.m v.Im c6YN.Os6ea,m ecel evll4lry cww^,m MG Pwb FR BM. 6,Mvinmmi:non,`.ori m*rugs ^ Ne.zle n.ue rt.. . ew rc. neriew 1.1. Job Tmw Tw3TFe 0h by, BI]sY M Fm W]A% eugdaflnlsaam. JaOanMIMFl]]3M ]e1paMIBA13YRM Ird4Ya.Inc.YmU191Bffie]A18 pees, I0.D/7AIWBrA3u'+vJlraYILiNMNNnPJ PYSPEay+{l)GmYBLRkERM1507GNrymm 1.] Scale:YP=1' Sgtltl SgdY hs= Sgdal BM= + = 2 12 32M 11 4�+= swdtl It z::sz 1 10 B B 9W ]. e Me= m II M 2M II 'a 1 1 e 5:G1-S Etl 0.0.1 And g. LOADING(P-0 SPACING 280 C81. OEFL. n (Mc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0B3 Ved(LL) -0.OB ]2 �BgB 360 MT20 2"190 TCDL 10.0 Lumber DOL 10D BC 060 Ved(TL) -0.11 ]-0 > 5 240 BCU 0.0 Rep Shall lnd NO RG 032 Norl 001 6 Na We BCDL 5.0 Code FBC20141iP1200T (Means) MagM:491E FT-20%F,11%E LUMBEIL TOP CHORD 2e4 SP No.2(IIaO TOPCHORO SEuc mldshe hngtlired WpIWM&0.0mpudis, msN BOT CHORD L4 SP No 2(ea ) and vertlule. REBS 2x4 SP No 3(Nt) BOT CHORD "id Calling d'rxyly spored or 1040 m dating. REACTIONS. (Idalze) 11=54Pro3 ,6=]D4nt xhsxrial FORCES. (IE)-Mer.COhnp2Maz.Tern,-All fOmx 250(D)or Mss exaM weed slue). TOPCHORD 1-11-52MO.s6=]1tro.1-2.-33SI1,2-12�-]o3ro,}12=roaro.3J=]o3q,aYiWN BOTCHORD &109p03,8-}M03,]-B�N]4B WEBS S]=MYaGt,1-1RN515,a)=dB3N,2-1R208N NOTES- (6) 1)UnbeknadflmrIhreiO shry 0exxnWi tmtnisdesgn. 2)RIAn to gWer(e)imw6s to Wel oorMA.s. 3)rtenn gid phohlbreak3 including Eeell Memxr end fixity model was used In the analysis and dl&this Mile 4)Remmmnd 2a6 strongExta,on edge,spaced et iDA-0 m antl featmM ro esil flues wtlll}1 W(D.13t"X S')nada. S1mgEecksto be attached to walls attleir aNernds or restrained Ey other metre. 5)Spxial hanger(s)or oNer Correct desists)shall he provided stating at 4-0Ohom Ne IM and 108-3d sufiuent to mnnetl ,massa)tohmt bs of h,p cxN. The design/slMim d suN sonsal cmnedion demists)is the responsibility Mathes. 6)Thi3mendadulx udisdesgnWasnindWidual EuiUngmmpment The su'lli and use MthismmgsMMrenypvtisNr Wilding is Me responsibility MMe building dregner MANS]TPI 1 as reterenstl by Me building Code. LOAD CASE(S) Slladald 1)Dead!i Floor Lies(bMemx):WmLer blVe6se= W,Plane Inbrees=100 Ilniam Lada(p6) VM:&11-10,t-12=100,5-12=180 AwAexxa vxrh 4menwnnrxenanenanoxd rts ax msaxu xCtrMEp MTEx aassFaxca pans Ysrn>m.r4eYM6BfFwa ws. ev0neald Cor use mluwx^Meers.,edma.11e 1l sl my,gw—stersshown,sand',loran xouel beeng enngmm,np Is Iyne applvabi, erpeirst—snd prrcedy ls-C a ran Ins,borereA ISB�—n B dlu,N ialopmam ducYlmgdbMwlwnaweO evYa MON memden Dory. Iumpvaryand glmwrA dadYq 1 May ulndro nesduirymndwpava�m lepawnn pstide Poleorellqury vq pmeeM damame. o mennrn NulmnnngarelneLtro rynrwwa.M wearyNeme.eee IMtm. ,o9eaeaM Sl9unaine eompmnX eWIpWa FatlaA. StlehlxiJomu4un dnwmdle Fom Trwpnslar zleu.laeamt SAe3I2.AWmAmV 22ab4 Tnq r�]e,p C .I'a Tllm T.TM ch, My BRM eaER "AME 1 RT]]N BiIxe FYfBwq' Jftlam'b'RaaN 0 ]bYfMIBAIa Mi.f lrY,bYm,Mt Ym,. ,at o 6.0'ID1e RbeI IJd ID DITAIYDBG6uVnNrMnL�N$yplpBHg3p "NBLD2pA61f.N_N(Wlpwr¢q Kt5 I tN K15 I 3].0 fir11e=1aL8 2W II 4 2M II W 12 3vB 3 d� t 2W II Zb 2W 6 me= LOADING(MO SPACING 2-04) mi. OEFL. F lbq VdM IW F'LAlE3 GRIP TCU 20.0 PIaM1 Gdp DOL 1.25 TC 090 Ved(LL) -D.1Y 25 -1. 200 M720 21N190 TCDL ].0 Wmber COL 1.25 BC 043 VM1TL) -D2n 25 >432 180 BCLL 00 ' Rep Stress Ina YES VrB 0.14 Npra(ly 0.01 5 Na Na BCDL 50 so FBC2014,lhej B] (Me W) Nbi9M:37 It, FT•2016 LUMBER- BRACING- TOPCHORD2x4SPNo.2 TOP CHORD StruauralwnW shaming OVM,Y applleda6OUWpudinf. except BOT CHORD 2x4 SP No.2 and WIWI, Me$ 2x4 SP ND.3 BOTCHORD Rigid MBing tiredly applied or 67-1 oc bladng. (YHERS WSP W3 REACTIONS. (Iwdae) W401kednnice,2aT3Bro36 Mu Hda 2=f4(LC 8) Max UpIM5=51(LC 12),2--1 W(LC 0) FORCES. (Ib).Mm.Comp./Mar.Tan.-ANI 2WMp orleuexmOi na , TOPCHORD 2-3=402/336 BOT CHORD 25-4B&41 N£BS 35=429077 NOTES (9) 1)IMMI ASCE 7-t0;Vutl=lMmVh(3fecond guar)VaM-IOlmpll;TCOL4.2MI;BCDL-BDpe h=IM:CM.II;Exp C;End.,GCpi9,18: ~RS lenvekpe)and CC F,Adfid(2)z s;C-CIorIrembeM and Mims&MWFR$torreaggnssudi Lumber DOL=160 RBb 90P DOL=180 2)Trussdesign.]forwindbadeinthepkneal Me Wesmly. FpVWs*VM to Wnd(no1 allo Mek ),see$tandem Induay Gable End DNells as appligbN,acrosutl gualHbd building desgmres MrANSVTPl 1. 3)Gable stud.zpnad at 1< W. 4)This Was has bean tlesgMd lora 100 psf bosom chord Irv.bad nmanrullem Wan any Wer live beds. 6)'TIMe Wee nes been desgmd br alive Iced of 20.Opsl on the ban.Mad In.11 Mae,wfieM s IedangM 3"hall W 2-09 Wda will IN tomosen Me bolbm Mwtl and any Wer members. IN Refxb Indent)for this.to Muse dennecims. 7)Phovit a hodhoniul tantalum(by anion W Muss W bearing plate capable 01 wiNaanding 100 ad uplM Mjbiods)5 except(A-Ib) 2=136. 6)'Semvigid pittllbmak.including Reels'Member and Illy scold cess used in the nal,,Ma and deign ofMiaMust. 9)TbismenuladuWplW IfdesgnWasanMNNual Willing Wmpment. The suitability and use ofihi.Wmponantterany paltiwlar WiR ing i.Me re,easibililyosthe WlNklg tai Per ANSI TPI 1 as numerate!by Me busking code. Qhes ass as rryd.eb.M,...,.,...nuAoao]ss ox rwssxa avczMapMrarc urtesMcanae[xo-rnam looamlae.wac us.. In welyuM Mnek®wnrczlarz.Tso,oa—,eeem,pad-t..icon zona dr—ww,ai o,sioa wrryomi,m mmw ears, meu».meb,sent A,wr muel vennte epF��bllln evnalmeeo a.n Vd shy mmgorau m,6 n...am.m.....n ulare ease.. am.v eamwl.toB,e.wln.ew.v.f.nd—..,....ed...1r e,.m. .da...i. nelovl umv>an.w Id..m a,mv M18 - �asieartl—t.1 sub,.1 1.1t.wlWzevnn poula.oe,.-11,1a sPop u—sea w Is.Noi,—haOems tl. .mylM ea.--led.len nT-:W�e�n.,l,II91J�Iteme a-,I..—1 z.aew.Cn..1.I� IMCM. ,WeaBeM KMa,Polq eenpm.n Wyl+gy Fjp yq. Temp.fa ase Jub TussTrvnryp On PN plans .1 aenww XP. .9t z • lepra Blbn Irma[ JvbpMy It ]WsAservaMRMIaterna r Nenalme,as'.ad do a Ppvl ID:gTMyDBUSuhcM nCz5fa1150N1n3Ny vftuOuR PRWV8�_IxtFy -11610 6]L al 1-00.10 S]L 4313 Boas 1uz N I urz Kahl NAILED 123W 12 fWILEO 9 N 2 C 13 to 0 z1,= NAILED DM r4.IlED 34= 3M upill SAVED a LY13 PWe OBwls(%Y- 20.1-10 Etloel LOADING(paV SPACING 2-60 CSI. DEFL. n (Ido) Poen w PLATES GRIP I'll 200 Plate Grip DOL 125 TC 035 mi 0.07 7-10 >999 M MTA 244/190 TCDL ].0 Wmber DOL 1.25 BC 011 mi -0.08 &T =899 IS0 BCLL 00Rep Stress Ina NO Y\B 0.58 Herz(Rl 0.02 5 We We WDL 5.0 Code FBCA1ARPIAD] (MMA-M) Well 401E FT•20% LUMBER- BRACIll TOP CHORD a4 SP i TOP CHORD Structural waed shaddhng UiApty applied or 510.12 an gaYla. BOTCHORD ad SP No3 SOTCHORD Io lNg EkeNy mWiiet or 12 oc Crapnp. All .OP No3 REACTIONS. (IGerte) 4-1t81MeMenIn1,24689L15,5=24&MpGlBnical Mex Hors 2=10 ILD 4) Mex UPM4=9$C 4),2=342(LC 4).5--144(LC 81 FORCES. (M)-Mu.Comp.lM .Ten.-All fpme,250(Il a I socapl amen alloxn. TOPCHORD 2-it-%iPo22,111--9P/825 BOTCHORD 2-13=8]1932,]-13 7l] 32,]-048]1832,&14-8)1932 WEBS 38=9604691 NOTES- 9) 1)Amd ASCE 7-10;"pil30mpn(3-aewnn gust)Vital Or mph:TCDLV.2paf,BCDL-3.Opsf,11-1 OR Cal.II:Exp C;Em,,GCpib.iB; MW£RS(envelope)W Ne end zone)Lumber DOL-1.SO parte gtlp DOL-180 2)Irma Musa nes been designed for a 1O.O par bottom coned her load nm=mw who any other Me Ideas. 3)'Tale Muse has been designed far a live load of 20Opef an Me boticm Mad In all auras Mm a rectangle}8 Wil by 280 wide will M betel Me boman MOM and any toner members. 4)Refer to pincers)for hues W Muss cmnetlions. 5)Provide treadmill carnedixon(by others)M ruse to bearing plate capable M wlMsteMing 10011,dons anjorms)4 added]f1=11,)2=342 5=144. 6)'S nda ri9ld piWM1brteks neluding heels"Member end party model was asetl in Me analysis aad dagn of this huss. 7)'NAILED'adiutes 3-10d odl48VkW)or 2-12d(0.lai 251 meta ls.For mom details refer to MRek's ST-TOENAIL Deal. S)In the LOAD CASES)seabn,beds applied W Me face of Me(mu em noted as front IF)or beck SL 9)TNIs mare fepumd prpdud is Oeatha d as an individual building banderol lTe suitability and use dMis wmpon urtfa any partic ler Wlith,Is the ns2rmlbility of Me building designer pa ANSI TPI 1 as Maenwd by Me building code. LOADCASEIS) Standard t)Deed.RoMtlw(belmca]):LumGer Inaeue-1.25,Parte Inuaeae-125 UnHam Vert 14-54, m: =54.&8--10 cpn'.nnv Loeda(lb) Vel 4-80(1 Bi14--2U(10,8--10) QWpRM2 WMydapnpnnnunmellEap Npia50.V]NS M'p INCLWEpaertN REFE,4ENCE VApEW)m]m.laaVR01f aSPRE pw1T WtlMwmlyrMMrtMIDmnrrenora Tnlsdvg-barror-1yuponparraervirm-immer-morel liallnz"/-arpmwe.rap USE apaw vyNm.avbvw tiv WMYq degnermunverllytne applublllry deevnn pvnrtaleovne pWe�vat i-ordys, orea dee :.Mw,°°'°aawl�3b n�abep.mnmlWpaNemenpa nevpeno're1`,nlury¢naw�pempamyetrFinanem.asr.rpNiartpe:Nnew u.ene MReK aabllm.Mpv.dNk�y.naderieMeneip Nlrvsses vnalrvss vra.m:.see AxsNPn odi GW a..ea...BCN Inablaec^^Inme YM1ry lmarmaem ess..1.Fw InW14e,did I Lee al sure 31 z.niv.VA.1.. • J. Taxes Tammany, 04, PN Oal W02 WaWxL KP Menew I1M11B0 Job Rebound,faidbould, &Woe RY&mo' 'IxyeumlY'PiyN ]Ypsay .—NRM Ia-whas0c Wn.a'dannes0M1a Few, ICDJTA D8aA$NwJ4mnCddcd-15 lVl3KyeO2u uRDTMJ&x&Bk-U� -1-1610 yy ♦tarn sw I e+10 I Son,•1ya 11weo z.tz r NNLED Nall£. n N En m= m q z 8 1 12 1s 6 NVLED H/.It. m- 3d NPIIEO N4LED a PIe1e 9INe1s IX Y1- 120.3A EJee1 LOADING(D50 SPACING 2-09 CSI. DEFL in (bc) VdeS W PLATES GRIP TCU 20.0 P.NGOD DOL 1.25 Te 0.53 VW(LL) 035 88 42B 240 W20 244/190 TIAL ].0 Lumber DOL 125 Be 0.91 Vail -0.4] 89 -250 180 BCLL D.0' Rep Strew lnor NO INS 0.35 Horz(TL) 002 5 Na nla BCDL 50 Code FBC2n14/IPI2C0) Wadi Might:39O FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wand unsaddling didedly apple0 m5-168,putline, BOT CHORD 3x4 SP No.2 BOTCHORD Rigid calling ddedN applied or 3312 m blacar , KESS 2x4 SP No3 REACTIONS. (Idsize) 4-12BIMeNnlul,247D 15.5=237IMWlaniul Max Hors 2=10](LC 19) Max UpIbM•-1 D4(LC 8).Y= 5(LC 4),5-215(LO 4) FORCES. (D)-Mau.CdnpJMu.Ten.-Allforne350(ID)orbas except wfien ehoan. TOPCHORO b10=BODb53,3f 08]259] BOTCHORD 2-12=7481581,12-1Y-7484301,&13=7411881 KEGS 3d=90N8] NOTES. (g) 1)Wnd:ASCE]-10,VUR=130mph(&moon gust)Vaud=101mpb',TCDL43,[BCOL-30psf;h=18R Cal II:Epp C;End.,GCp1w).18; MWFRS(envebps)gable end zone;parch bit exposed,Lumber DOL-1.50 plate gap DOL=t W 2)This tions has been designed fora 10.0 per Woom chord live two nmconwllern won any other live bads. 3)-This Wss has been designed for aIWa bW W M Ope On Ne WdoM diad In all areas where a rectangle 389 tell by 28 adds will 2 between the bottom chord and My order members, 4)RMer to drdend for tluu to Wu connections, 5)Rooke mdilni,l connection(by offers)01 Lusa to bearing plae m,bb 0 withatanding 1001b uplift at jokid)except QtNId 4=104, 2-125,5-215. 6)"SmmFMhd ptldlDreaks including howls'Membor rid flatly model was used in the scones and design dNle truu. 7JMAILED'Indlratu}IW(0,14813')or2-12d(0.140'x335')t,-nsils.FOrm deans/ erto MRek'e ST-TOENAILDMSA, 5)In me LOAD CASE(8)sa ion,I,Oe applied to Iherare W Me Wss ale noted as ft=(F)m back(B). 9)ThbmanNSdumdpmdud Ndeeg,dasandk'rvku91WikingcO nenl. ThesuHbllgyanduu Othis Wm,nmtWanypaN W bulking is Me s,nsellhy ofthe Wilding designer per ANSI TPI1 ashaerenced by Me builds,code, LOAD CASE(S) Standard 1)Rab 4 Rwl Live(balanced):LumDx Inveadel .Plate Inawu-135 UnBRm Lords(p10 Ved:1-4-50,5-7-10 Concentrated Leach pq VM:tYdIXFiO,B-10)13-2](F=10.0=10) QWT VVXy eminnprvamwxs a nelagn.OwRY4MMeLLVmaYiMI Nef And.s.m.faeaR016anOIZ IRE. etipn dNLeOonX W�Pc+�w+ Ipn,ertlbbnYphtlua Wl4q mNM,rtl x. 9-11w-.wary Neeppeaefry aaua pvereen nna 11 kwTaN we ways eau`1��,m��e In p,..eN e»uhe=Nina.,a.len.L..e.,awawn.,e..enk neauolwl.lnpolrranp.on.mam ane MRek' wap».mp»eiuelMeww wr.<I.=r•+v a.n.p..FRpwarelam4vue neaaroaw eng��.»e.nni�e..wwr..w .aua.IwecMeleel aam n_hs,nvv mm,, a 2d N. sass Awe4cw=4�ynmma' ns P°A'"` eNes.I to . JM True Truss Type Ory Py Md61 Tm CCNNON 0 EWtlen FLA4wim. .ItluwrA4.FlDEY ]& .,ii Mia Mn%'susa .lz si JUIf01 a do"zo PEpe1 10'.DjTNYD9G9u7 WemiCzS 4HeHE+pKrg Ut NO oSlhWC9lFHNe5U9n D idO Bd2 1?1-19 1P11-0 2342 2881] 95fl ]0.1q 180 ed2 SBIt S4fl 5811 5411 BL3 1d0 $u4=tl10 S6= is an I1 e Saw mG mM 5 T ]B 4 e m4 9M� ] e 10) Gi 19 1T 26 16 15 14 N 13 12 m= roll m= me me= m m= roll 9d PMerMaaln '600 0901 1 0'00.00.601 LOADING SPACING- 280 CSI. DEFI- In (bc) VdeO UE PLATES GRIP TCLL 20.0 Potts Gap DOL 135 TC O. Varl -0.14 15 .99D UO MRO 2441190 m TODL TO WberCOL 135 BC 0.49 Valt(iL) 8201}15 X998 180 BCLL 0.0Rep Straw len YES V•9 0.97 HOR(R) 012 10 Ne Ne BCDL 5.0 Code FSC2014/iPG0D7 (Mata-M) Al 2W It, "-M LUMBER- SPACING TOPCHORD 2x4 SP III TOP CHORD Sma l woad SNMhsg dinal applied or 3913 a bvBM. BOT CHORD bit SP Not SOT CHORD Rigid roiling dir tly applied or Sl l B be bnure, NESS b4 EP No.3 Al 1Row at midM T-15,515 REACTIONS. (lb/stra) 2=12 2 59 3 9.10=122504H) MerzHarz 2-131(LC 10) Max Up1fft2-307(LC 12),10=307(LC 13) FORCES. (b)-Mex.ComPIL4ae.Tw.-Nlbn 2W(lb)ork umplwllwM . TOPCHORD 2-3=2106/12M,} l74 1121,4- 161411133,56=133496347-133G963 )9=1614/1132.&9-1]4N1121,&10-2lMl2M BOTCHORD 3-18-995H818,1)-10=9%1813.1]25=-T24ltt9i,16-25x-]24/149).1516=MV1497, 1445-12411497,14-26=MV1497.i}28=-724i149T•1}13-999/t818. 10-121r-95)10518 W£B3 T-15=549/451,T-13=120I3oL 9-13=3]5/!14,5-15-549/451,S1)=1.101301. }1 T-3]6915 6-15-3190840 NOTES- (7) 1)Untenanted maf live loads love been wnsde for Mis design. 2)Md:ASCE 1-10;Vu0=130e ph(}seewnd gust)Vmd=t01mph,TCDL412;ii SCDL=3opi trial Can.ll;Exp C;End,GOpi=0.10; MINFRS(wvebpa)and C-C Eanergr(2)1one;GB for members and brow S~RS for readsns shown;Lumbo DOL=1 W Wale gap DOL=180 3)Thu W 59 has been design ad as a 10.0 p9 bottom broad live bad rwncwcurleM xllh any Mar live dada. 4)'Tnis Mss has been designed for a live load of 2001 on Me NXan Uwrd n all areas wMT ar 1Is}Go hill by 2-09 wide will M MNrcen the Wilde rhord and any other normal with BCDL=50pai 5)Provide mechanical armadvn(by others)of truss to bearing plats ppable N wMeMnding 10O to uplM bejoinl(a)exiol(1Mlb)2.307, ID=3W. 6)'6emNigM pltotbreaks Including beela"Member cad fdiy mWel was used in Me analysis and demgn W Mis Wu. T)Thiamanufedured,,odudisdesignMasan'mdivi]ualbulMingwmpmwas The W"bllftyanduse0th cam NwtWanygMmW WiNing Is the responsibility ofMe Wilding designer per ANSI TPI 1 as referenced by Me bulging wde. Awa IIs.wnymWnwramw...anarSap HOrts ox l4's aw Mc'lWEnviEl uFEaExcEMaEEw]Mrw.faafwle BEFmEusE. en-tis Twa,—19- 19 �. 111 awe s••,n�ousel n.ma i.nor.a«blwenwero�^'m=m.nm ie�ro aul9ne•mnn �'ine.ppruenm .Ise V.omMeoaq PW.M--wav>mrne wassi ereeye'amsall.�nrr.�m nn.erreminal.,ewl w:...e,naa ma,e,n.,n4aom. Imemwaww�:;�ine MRek' i4 enuru pre.emnnll.p..nn po:aw.p.roa l.rvnam p.np.m mm.ge. r.•wrompmmwnpeimpnm eonaedraw,..;wln*enev.uuea1 rystt 1.I ss amen, aXE5 I1quNlrycmNe,nSan.N seal aullmne Camparwe 6WIMe baaW. �ivionn = ..a .rem rna . .. u. ]P14 TwwwFL b9w ' JM Twa T.Tdo, Gy Ply WIa]m ea.M tw .ma e BiWsafYYBya, JW'aMaa,R@tib ]..Ax 9Ate1MMlµtleee.Iz.11--asel saw 13912 81:01TAIYDBG6u]vJe�az., % ¢U95LgxbCeF13W5auzs�hMPQUGbHglg8yxrvn .r4a 7af nnla ti0 ]A1 61-01 N-R N93 61-10 7A3 ti0 S,se B=1' 6= al F2— 8 aA i 9!L 7 a m 4 6 18 Cm� 3rd II Ib 9 B ro �1 a'a i] 18 15 14 19 R aM= mel m= 610= m se, mel a1 Plan OBaeb(X YF - 51]000 OOOIIs 18'000 u0.1 51 LOADING(ptN SPACING 2-0-0 CSI. GEFL in (bc) YMI UU PLATES GRIP TCLL 211.0 Plane Odp0OL 135 TC 0.57 Ved(Lq -0.17 13 >999 240 MT30 24/190 TC 70 Lumber DOL 135 BC 0.25 Veh1(RI -0.33 1115 >999 In BCU 0.0' Rep S.Mi YES WB 0.58 Here(TLI 0.08 10 we we BCDL 50 Code FBC201411PI2OO7 (Meth) AMb -01113.18 680 390 Weight 231 he FT=2096 Liffill BRACING. TOP CHORD 2s4 SP all TOPCHORD Structural woad small dbechly applied 0r 3A5 be pulMs. BOTCHORD 2x8SP 2400F20E BOT CHORD Rik ceiling directly applNd or 1080 be avem . VVEBS We SP No.3 Exuq• JOINTS 1 Brace at An.):18 5-7:2,4 SP No 2 REACTIONS. (11,10A) 2=141600-38,1W14150i Ma Hoa 2=131(LC 10) MV Uplffft el WILD 12),10=16113) Max Cares 2=471(LC 2),10=147NLC 2) FORCES. (Ib)-Max.COmpi Ten.-All fame 250(Ib)Or Nes except"an eMwn. TOPCHORD 24=2]839]8,14-245505445=2348/P6,58-4501197.&]=450/197. TA--23480]6,&9--2455055,9-10=2785998 BOTCHORD 2-17--7100477,1617=710210,15-16=358.2141,1at5=3NJ214.1114»9560141, 12-13-7252412.1012=7251242 WEBS s1bEW/a31.s1f-1221670.7-13=-122'869,9.13-81041.s1e=17951858, 7-18=-1794/856 Fill (10) 1)UnbalanC N licehadatrove GeescrosWd fw Misdesgn. 2)W d:ASCE 7-10;Vue-13anph(3 .d gust)Vasd=1011048;TCDLW.2pal;BODL=30pV.h=1811:CM.11:Exp G End.,GCplb.18; ~RS(anvakpe)and C-C EAeM1x(2)zone',C-C for members and faces 8 Mi for numbers dews;Lumex DOL-1.80 pulse gdp DOL-180 3)This truce has been designed be a 100 par bottom chord has lead nsnmmmmand wed any Winer be dada. 4)-This trued has been resigned for a live load Or 20.Opd On Me baddn NIXtl in all areas eTen a small 36-0 hell by 2-0 since will M belle an Me boflom chod and my other members. 5)Calling dead bad(5.0 paf)on m rmber(el.5-18,]-10; Wall dead load(5 Cyst)On sneer a)5-18 7-03 6)Bottom chni eve load(40.0 pall and!addddnal Whom chord dead load 110o ps0 applied only to loan.1116 7)Provide mechanical connection(by causes)0 Muss to tearing paha caceble W wlMdending IN be split M j Inds,except(6-Ib)2-184, to-104. 8)"Semi-rigid phchbmaks Including Mels"MemMrMe!(airy model was mal the ani and design 0 Mia Me. 9)Arm room Nmked for Ld60 deli 10)This manmatlured product is designed as an individual Wilding component, The suilabdihy and use Mitis component for my particular building is Me responsibility ofMe bulNNg designer par ANSI TPI 1 as rtemnced by the building rode. Q wumvxpV�lryewpnpva . ace al soiaawices uro IszI.wrzlt asiaaarvca P..ee aa]narw.anYLNBEIw[I/ea. �ese¢eem Bebreo wen ui9ma sue enh w0eva�emelers shun ane ulo s Y4rYUY WWry^mrymenr rip aoveeaivo.acts `.dew upM�n whew ea.e�ornrn,.pp,w�mw+.mae. a y¢ipi�KKn Oelry anJto pmrm melYpxnWnn Po¢aloleperaewai enNh+ed prt{myameaa Fmgm au MM�anml5edeq Mire unw o,.ve celMrvarers'emr.nel=mummm.�'`e'ie "' aaamecei =sa.e ANwRll w.emcm.l.,w meNlnv�mponem slim<me.aon e.m mm maa a e. n>�zu.enan..vnm�.. .a.eaew.�l�.�aa Job Tow Tluss T)7» qy Ply al The WGIa.R 1 ^ 191T BIMFhtlbuu. JWvmF.Flit]M L tabsommendauddesureall ala axworessuarearre,YC Npn Jullal&ffis]Ate Peeel IO:OITAIYDBVSIINewHlwnC 51M-RpSTIOMFIMtek%�iV30RW?19xleyeb0eywwl IsoH ]fop Izse 11-10 sl-to sl-lo 1+-10 saa ]foo ' slew=woe a.r as= 2a4 II a4 II ns,= 5 a ] e e ^1 2 10 t�1S !N La= Ie 1] Ie 14 la 12 I1 = 111 Ore= 2M II ex, 2a II ue= 4.= bit II saa ].00 Plus x ott +6 T BIIn)Bo-a B. tsu 2s-a LOADING(Pi SPACING- 1-100 CSL DEFL. M(bed) Vita Us PLATES GRIP TCLL Who PIaM Grip DOL 1.25 TC 031 Val all 14-15wan 240 All 244/190 TCDL 7.0 Wnlber DOL 1.25 K088 trial -1031415 >461 180 BOLL 0.0 ' Rep Sinn lila NO NB 042 Hori 0.13 10 we We BCDL 5.0 Cade FBL2014111`12007 (Manual Might 45)51 FT•20M LUMBER. B CING- TOP CHORD las SP M 31'Ebxbi TOP CHORD Shutival exao]sheathing Bail applied or 5-10,12 oc Wrllne 3,6.6A:24 SP N0.2 BOT CHORD Rel telling core Yly applied or 0-2-]os,bNxdW BOT CHORD 2x6 SP No.2 V.EBS 2x4 SP No.3 KEDGE LM:all SP ell Fil gad SP Na.3 REACTIONS. (ibusba l 2=124QT3d,1a=118LU}B Max Hom 2=33(LC B) Max Upli112ii—i C 8),10=-348i 9) FORCES. gbl-Max.Comp.Wax.Thin.-All farces 250 IS)or Was eacept wren shown. TOP CHORD 2505]230),S4.591Y3O35t,45.59013349,59-beetlie94,&]=8801 Y1094, 1Y7-1812J2312,W,1&102326 BOT CHORD 2-18-217813921,1]-18�21B3G9%,1&1]=301]/BBBO,tSiG=301]16560. 14-15-381]/6880,1316-328)1592212.13=320)3922.11-12=328)15922, 10.11=21953944 it 3-1)=114W21B5,4-1]=332123).51)=10]9/5)8.]-14=251/191,8-14.55211059, ull1 213211109,9-t1=593/iT) NOTES- (111 1)2-ply Wssbbett nede topMw llh1W(0.131Y')realsasbllowa: Top chase cmnMed was follows'.all-1 rox M 041-0 ac,2e8-2 mals staggered rt0.9-0foe BMbm chorda chnnMed as,IdMJs:as-2 mads staggered 10-91 ac Nobs wnnxlN as bllcws:2x4-1 raw a10-9,0 1 2)All loads are considered equally applied to all pies,except d looted As add IFI or back(8)face In the LOAD CASES)section.Pry W My connections have been provided W Bulnbune only Nada noted m(F)or(B),unlem oMNwim indkaKd. 3)Unbelenmd roof live loads hem been dunsMeree for Nu design. 4)Will ASCE 7-10:VUR=130mph(3-sewM gust)Ml Dia ph;TCDL42pd,BCDL=3.Oi h=l 81t;Cal.ll;Exp C;Eat GCpiW.18; MVA RS(envelope)and C-C Federal xone;C-C far member ead faaee S MiAt for reactions shown;Lumber DOL=160 plNe grip DOL=160 5)Provide etlequare dninpe W pdwl"i M ndirs, 6)All Wales ere 4x8 MT20 unless otherxNe monitored, 7)This Wss hes been designed par a 100 pst bo9dn Wi live two nonconcurrent with any Mer had beds. 8)•Thu Wss has been gesilpt for a INe kree of 20,01 on Me bottom rinn in all areas andee a recNrlgle 34W)tall by 2-00 wide will Mb en Ne EOBoen ahpro and any Mer norther. 9)Provide adult niwl cannedbn by Munn)a Wss W bwyn,plane capable of withstanding 10O to uplill st i ihi except hi 2407. 10=340. 10)"SemLngld pashmarks'Including heels'Member end fixity model was used In the analysis and design of this truss. 11)Tris menWaMmd productis designed as an Individual building component The suitability and use of this component for any Cor11,,,,,y] ,athenspansialhy cane builtling designer per ANSI Ti t as announced by the building mtle. Q wnwvea.v=xreapnv.m.r s..rgrte aw Ther. auu.Wha se [uxcs-.1aff rna m.laesamse[soxa ml, at;oils m ono y n can ecrm.Tna es,qn le eased my Icon Poremnere ew and Ir v al hall mm cmq sizer eres,s.'the thine,fora m wil eaprmdilW er asap,wnnestax-no omoedyan mlwasheeasph l-thas ret for, Is ewF hash,sed,re w,unq 6 nr re rand r Nrva to Pmvwa We,wM rywlde p^^^.I hi wall pmpq I, egwsse qn heaven,the examist. eb.oares,easeh—adxnpdweeeeendlneesvaer. e• egral anM emers,moral and sl evlewe damwMr mr.l.a Aylmarm rverpW lMNMs.21e N.oarsman enlh .4 saN.Vysoi emp,R]ala a JOE Trlree TrveBType Db pry BtbBB TL'a Xi41PLER ^ )tlIBrYJ ®IIMYe AMBwn, JYMwMIY,FlJpN r L)LpaM ID'OSTMDUNGnCz&AO -RgMMb MFXuN1 WMm JY1B18]DB9NAIBptlD m Q wawnaq.VamyewenprunxenmBUAoxores ox msewweLuuFnroraPEFas[xc[paB[w)na m.fBuaNaBBYCIY WE w'Ive VanmrBelm uu Me Eui!1d Bespre5muel v,*Ne eppubNh dnla�amalena paM.iptlmYlelpvn.M YMen MErvtluvIBUYYgcmgpq(M ' b,W Mtlpn Braanp mNUIW iropreml Wcpinp W In4Mdual wureEanNMe dpa% ulerynY.NYBevViMptlywxi b�ae'en oelnE br paea e'W' dmparyvNpmuegde Yq na aXn rypelo preren eon.pae.nn paalYapa�nl bwnna onpro a.oYea.Foro.w.lwmon nB.YroB. e.wetl anBvruanaBAAN']arvBim sre.`s'" nxxmm olrwlrcmYyoa9ee.ea BcawlYpcnpppXlL w Tnp,FL m10 FL M10 Wary NMmu en ani em s e e, ee a NervyY,VPIDH. YD Thaw Taus TyFe Db PIY ' Whin Yang ]m Illy t ..I .m. JxbmrviY it a. NgeAplBIDte MRNIMWIm.Irc.Mm.1B 10ID:L Ata F.I ID:O)iAIYDBUSNaW amnCZSb]vsOplleD]ISMVADx1VRM2Hmpr1121LJ3QNLywM 119 54] 460 1KII 12,11-11 ]S412 _� 96114 84111 ]P11d � t♦-0 50i }11-B 5818 6-36 6-50 E618 111A 54] idev tlai am e.e= 4xq= as 11 em= A.e= mB= a. 5 B T a B aE y 10 ^t GM 80 IB 10 tT 18 15 A is 13 40= d8= 4B= h1 exl0MROX0= add= YB= aE 48 = d10MI30XB= ER= I Phadarglisi 4 12.0-24L :DS126M it: LOADING(ps0 SPACING- 1-8-0 CBI. OEM. In Joel gate LIE PLATES GRIP TCLL no Plata 0+4 DOL 1.25 TC 040 Vyli -0.0 18 >143 240 LITM 240190 TCDL 70 LumberDOL in BC 081 VngTL) -1.22 18 >391 180 MrzMI$ 18= Bi0.0 ' Rep Shares Ina YES PA 052 Hcrs(TL) Die tt Ne cola BCDL 5.0 Code FBC20141`hPI2007 (Maas-M) Migh,234 to FT•20% LUMBER- BRACING- TOPOHORD W1$P M 31'Ezdi TOP CHORD BWGure wood sheaMing dowdily ep,lied or 31-9 od putlne. 4-],T-9:all SP Not BOTCHORD Ill might,today applied a 4-7-10 be bace, BOT CHORD tae 5p Not NEBS 2345P No.3 REACTORS. (IWaiae) 11=105&638,2-1127038 Mae Hoa 2=34(10 B) Max Uplift I-313(LO 9),2--387(1128) FORCES. (Ib)-odes.Comp.MMe.Ten.-Mbtw 2501®-or Mss vanplwMn Bllown. TOP CHORD 2-3=367812117,34--36T4f2150.4d=-453TQS17,5-6 492412828,6-7492412828. T-0482412828,59•-45102832,9-f0=3]138108.10-11=371&2145 BOT CHORD 2-20=201618552.1P20=1850/!343,1519--liSg 35417-18=251914535, tit]=2519'6535.1516-25204542,14-15`25200.42.1314=1867(!368, 12-tY-1008'3358.11-12=2045G580 N£B$ 0.16--7121364,51848RG11,SIG-232/496,516--2241694,514486(!00, 9-14-70811359,512=205106 NOTES- (9) 1) ASCE SC real live bade Nva Wen conanerca ail design. 2)MVvFASCEele,Vall)and C-CE erlol oBun-Vaatl=1ngtha01 s ndnme Avial for erss;Car avel ;Lumber Etl OCplate , MVvFR6(enrobpe)and G-C EHerlorf2)zone;C-C brmem4rs and lane 8 MWFRS IDr rcedons sM1aet[Wmber DOL•1.G0 plate pal 3)PravdaMies amM 2tltpan to prevent weld poleaded 5)All Mines arc been designed, edleas renamed0add IndinleE. 5)This Weehas been deggMbre div psid of n tl1dMnMtwo omaMn at alwnto reanyere her latch, 6)'This May nes been designed dare live let mW M Opslan Na bottom rAOrtl in all yeas where a redangle}50 tell by 2-00 wall will fft Nebdtlan CladanE anyyo hNer members. D Prcvitle mecneninl nnnedelgn(by Mara)of W ss to bearing plate capable of withstanding 10010 sepia at tourist except gt=10)11=at 3. 2--36]. 8)'Semkigd pricnbreal s including beelir Member end MAY model does used in the analysis and design of this has.. 9)This manufaquretl pmdud is EeegnM as en individual WiMMg component Tim suitability and use&the component fa any Perri Wilding istne resx iNllly tithe Wilding designer per ANSI TW 1 as tedetannE byte building code. QWANONd-VMrydywaserverdusind NFAONdiEs eN MSY.OWndCEOY]EAaEEFREN[E PILE MLL m.16AY30I5aEFONEUBE �' .did.1 ns ton e.e e.y.ms lawn saea°re.lnieB a,weNl.Bon w.meunawn..nae rv.n in MnB rAamP/mem,na ev tem aetmu...ln. ..u,drevwxmuni,is Jr.tn.e I II Iroa ever yerd aveaan°alyAirra e.idneewen.O,.m9inemli.m Bmwnu<Nine nnnernewlw...w wvo-m°m m.mn.N°col F.neenrv: n`�anami:n`.°m wxlne MlTek' M.e.d.mw.amr.wrv.wmP...m wmnv•aa.a.W'mred e{ueene p2pwryaurape. ap'-C-- n-nBemnB me M°Mlm.}dope, ve �w�nana adi mt^ 2180 I,II . ,Nv.w cim.VPII w.IMemm..PaeaBena BGsl auveliq eeny.n.m 700.Pwb E.YBM. SOgy Infam.Wn.nIYXEem Trvu FM inpauw,3tarv.te.elmt9uee atz.PbaannM.vAmta. wnp..EL aXto 1 Jcb T. Tws TyGe Ory Ply BLea9 lIN MP 1 1 1NR]165 6MmnFbaym. JWwMb.Fl]9N 16W a/y.1BA18 MnMs-son4- Mon Atl le 1..he AM Fast ID'.01TAITOBGBuyv.Hla1Lz51cd-03pMMaMaCBKUn01Ae111xM1 xyRHF3MIT}wme fi0 b8i 11-09 10.1 3 13 11d 3111-I 3P11d Ii0 60.) 411-8 IWR 411 {S.p 41,11 Nt-9 69) 6ub-1In. M= am� b.¢ L. 9.9= ba= b b ter 1I --�� B Al� an.= 17 le Is 14rs 2 as= ava= ae ver= ser= aH II y.e= deb N8= INI ani PINe CSN(X YI- 12'050 Ed9e1 110.1-11 Edged LCADING(wt) SPACING 11,0 CBI. DEFL b (1,c) WM LM PLATES GRIP TCLL N.0 Pbte Gdp DOL 125 TC 0.65 VMILL) L.B! is �739 24) W20 244/190 TCDL ]0 LYmber DOL t2s BC 0.88 Wd(TL) -1.. 5P >382 190 BOLL 0.0• Rap Streu Ina YES m 0.40 Holi(RI On 11 one ata BODL s.0 Owe FSCWId/TPV007 (Mathx) Might:18411, FT-20% LUMBER- BRACING TOP CHORD 2x4 SP All TOPCHORD SBUMaal vbed shawhing dimply applied or 27-8 m purlins. BOT CHORD 2x4 SP No.1•EAdI BOTCHORD Rigid ceiling closely appled or 4-27 oc boring. 1}16:2x4SPNo.2 YSESS 1,H SP N,3 OTHERS 2x4 SP WS REACTIONS. (1Wales) 11=105600.38,2-112TI M all Hoo 2--36(LC 8) Mex UPIM 11=-906(LC 9),2-N21LC 8) FORCES. (Ib)-Mu.Comp./Mv.Tan.-All fows250(Ib)wbee erupt wnen sham. TOPCHORD 2a-35)4R13B3 - 14311800,4-5-dDlert)84,5]-37842215,6-7-37841 T3-3]84/2215.8-B=30AIP90,9-10=-314&1801.10.11=35912183 BOTCHORD 2-11-203O9128,tSth-2000/35]9,1516=2000135]9,14-15--2W19590, 1}11=2001!!580,12-13--20012590,11-12--2058.3156 v.EB3 31]=7311190,41 2-26 753 8,1011=]311401,515-1109 2 9,&15-106319. 8-12=-138997,9-12=287513.10.1211-451619 NOTES- (8) t)Unbelen®]roof Ave beds have been considered 1w Nle design. 2)VMO:ASCE 1-10;Vu11=130mVh(Ssacond gust)Vail 01mph;TCDL4.2psf:BCDL-30wl h=1811;CM.II Exp C;End.,GO Al 18; MVrFR6 havebps)and C-C Exlerior(2)xane;C-0to,members Bad faces 8 MY1TRS for..Mon.an..Lumber DOL-1 SO plow grip DOL=160 3)Pmvida i deeuale dmbpe to pmvanl wader ponding. 4)This;Wsi has been designed tars 100 psf bonwn word live bad nmcmcamm aft any other live beds. 5)'This house has been designed fare live load of 20 Opinion the Mtlan MIN N all areas where a entangle 360 fell by 2-0 vtwwill ft beMem Ne bollom Moth and any other members. 6)Provide meMenioal connection(by others)of Wss to bearing Aft ratable 01 wMlsHnding 100111 uqN in loldid except 0-0d 11=308. 2=382. 1)"Bem nd umdpksincludingheath' sanhdmdalWming wasused in the sufta anddesignoHMatmse. 6)TIN mgnWMumd perdue)b the Wiltl es en ll Per ANSI T componem. The suilabiliy and use Mthla c9mponenl M any parlialler Wildbp B Ne maponelbiliy Mel¢Wilding designer per ANSI TPI 1 as Memncetl byte building mde. Qw.tpt'aa. vide.— uo wcYmabafrEt/rtifNGeF F.t9a.xbim m.lavlmra a. F. All rmOww»rmtuu..irylr:aq�r n�rryne:q.o..m'"•I.n.ne w.em Vuabml m.e. �•on;rm 'a �ho.«,1w � �m Mf Tek' Bm,i onsid,y.....iv rianncmr ey M1^X orwmreludemma.wimue Bnva,wo,iv,dbemry.yYxedmvdb-NW.—arvltrv..�'.S..++. ^Nwmn aneywave.Weas.na anal B.Ilb4q ewopmet gaol Pam an.an. .Mylef-v.n a.. a em w1.11st o,lla rv. . .. ml.. Tmi s.Alo JM Tmm Thum TYpe d9' M P1 W TN aaBOER 1 .a BUMen Fnxeaun, JWaaMb.Fl]t]M L..Av'Vbm.aa.M14hm.Inc.Mm JWi81U' ro.hBPpa1 10:L}7MY Su9m.MmnCEIodNWCM mn_DMJW 1C]w6Y.a7W DHMUo h y"I102 -I ~co-t� it�as5o u^9 lap sat. it1-2 6142 1 32ap i0 Amb•1614 N4lED NphLE➢ NALEC xaI entombed 1z .a= b"' I eAI.N e. .m= xaL. 7W= xFh2NVLFD NP11ED 1"13 211 • Y 7 5 a¢ B q. B 3'tLr I I T nl��f 3 30 ed tv to 1a 17 Y1 1B M 15 1 2e 13 12 2® NRIIED 06= 3i• II NVIED N4LED bea II NNLED LM vpedel rw1En xnllEo heirs. em= roves. MILED M/JLED ISL-� I H 2r I Pleb 30.21031 LOAOINO(pan SPACING- 280 CSI. OEF1- In (ba) tow w PLATES GRIP TCU 20.0 Pbre Onp DOL 135 TC 0.85 Vehl(LL) 0251]-19 x988 240 M720 244/180 TCDL TO Lambe DOL 1.25 OC 0.52 VNI -0.421]-19 x791 IN SCLL 0.0 ' Rep 3trmalna NO WB 0.50 Hori 001 12 we Ne BCDL 5.0 Code FBG2014yRMM] (Mebix) Might 414 as FT-20B LUMBER- BRACING TOPOHORD O14 SP No.2'Eadi TOPCHORD Structural emees earthing elremy applied or 11-7-3 oc pages. 2x6 SP N0.2 BOT CHORD Rgieailin9dneciryaplaied.1D 0«brecin9. Esaps BOTCHORD all SP 2400F 2.OE'Exapt' 8O-0abra1:12-13,1612. III SP Nat WEBS 2x4 EP No.3 REACTIONS. (IbHrse) 2=1410836,1b719AW-8.12=3351M3}e Max Hers 2=31(LC 51 Max UpIM2=707(LC 4),10•905(LC 19),12=-1702(LC 5) Max Grey Y-1412(LC 18),101144514),12W58(LC 1) FORCES. (lb)-Max.ComplMex.Ten.-All fenxe 210(1b)or bm except When sM1em. TOP CHORD 23�98,i21-d0 703.431=541212]01,4-22--51092XY1,S22=510 702, 523=3787/1843,6YJ-3]9]/1&3,6-7=3787/1843,]-8•-3]9711843,8-24=133012808, 424=1337/2808,910 -IS NGD6 BOT CHORD 2-NII-22060071. 2625 -222004402,1325=222WM02,18-19--25¢115]02, 18-28=25115217,1/-2825131521],17-27=25115217,16-P7-25115217 1&38=86&1401.1520=18311404,ib15=86111405.1L29=36311404, 1}29-881140L12-13=2]11132,1612=271311326 WEBS 6-161 &1P1231250,614=7935,&134594/2zOz,9-13=-11271680 NOTES (13) Top ordbEecmneasf lomsN WN im(0.0-"b'e nail¢as novest Topen theannameeesf01bxloves, llraxe69-0«,2x6-2rows .b 6-2 n69Oge Ba(moth es conmgee Ba Ist-I roar at II cc Except nc0A-0«.2x0-2 mea srN9e0o m0.9-0ac Weba aaneGlOe m lalbwe:2x4-1 roea10.30 oc,Exapt member 1139[4-1 mwa10.90 oc,mamba!4182x4-1has a1O89 W. memar 1452x4-1 member I"W-1 «,mender 5-t]2x0-1 mx(168-0«,member 1&5 2x4-1 mx tl O W a,membs6O did. 1 rox e1O8O oc,member 183 L4-t dread 0.9-0oc,member 6142x4-1 rowat ObO«,member 130 LI-1 rown69U«. 2)curet¢us been e{Ye1ry to disttrbesllpiles,ex«Pied as( ) hoN(F)de Lack(B)badi ae LOAD CN9EI9)amYlm.Py io ply coUnbrrections have ed le ds have iD en..M Mly forma noted as(F)o!(B).Ynb¢e aUlelWlee Indicated, 3)VIllAarm mMI,VlaecI demM Push) a.d-or 1oe519n. q WM1 S(em elop VYX-130r D 13-sempla gasp Vase-1,60 nl TCDL4.2pa1;BCDL-3.Opal:M1=10X;Cel II;Exp C;E«L,GCN=0.18; MWFRS(en..dr1 Lamar OOommit plate gnP DOL=t W 5)Pmvisedan,4 eMTNunlesamail,to Preho-.imPhadid. 6)All slabs va 4xe n designed dfors r s 100 pay IicNee. 7)-TThis S" has demeeaigneed(9111.0 Wit of N pdf live b0 rhordrreM Wre any other live bags. B)'This erm has Men eeaignee for 91iot bre M200pe1 on be GOXom dwe Fh ell areae wfiee a Rv:bngb}6-o foil by 2-0.0 wMe WII rn oeNrtm Me nonom tlhaa and cry dem mamMra. 91 Pmma n'ecnenial connxvim(by otlwr¢)a wsa is Menne Plate wpanb m wnnatanemg 10014 up1AI miolnus)mhaeN W-lb)2=701, CPrAQemmiI - ..fid ma he....11.1h1 I.Ir�1.��.evd.11i.-ml.mham�. and 1.v.d va.re wlere-.1 Yae. .M�«..d.h.r�,"r.ah,1�11no m.:trMewm"'Mm.wenraulMna..waweve-rd �dmvwn.m.e..�hmelneo..,:il M v s,I'�v .a emwwWe�a:..b.w>xwm n,.n,m�od`. emoss .deadd.mm ax•a sem,t.cion .1.s', .valoprtwMmis'-d-a.ax.wlimm mlvn.^e erryirymimy �n�le.d�mMn�M mend-o,sdry ,,srT-.dved WM....msr uLyrbt anMem. .,De . sh 6.h Aide enmred.n Bvo.r.L.ar Lira. way lnramxmd...uarm.d Tdm Rw4mm..:n x.Lm m.x.smalza®md..vnm1.. mn,n atb r J00 Two Tuu TYpO OM1 91Y eaR.m Tm urcnoen �f Tali]RO BIMFlle15[urte. JWaamRM,FlBpN I typaMIBR01a NTaklrqu04w.Ye.WnJUI1BlaAHS10 PgeR NOTES- t3 lo:ofTAIYf10G61lIBWmenczYNuaV40yBOxn oNTJl21LiwSae]WpAFI_glMuayxrsp 10)"Serna1NAILE gnpAtllpres 1incSdn9h )o MompereMn, motelwas used in the enMyalaste tl M1'.MMI-TOEN it(HMerds)Ior oMedaon a(gn devices) 31 2d e i,mided!sa Icgand to .For More tlMelb ed!de MT50lWs 6LTOEnd 2 ONail, 12)2251buipat Wrcrwnnetlgn Eevice(e(sllall IbpM 2&a onbdni chorwncederadba0(s)i601pchs ne2201p up al )istheeson OMN,aMrm, Earn enE 22516upN ]00,end2521btla.Bnna22516 upallWiMhonmP MON. The aeagNndsed dmiwonedinEny pas)Istheresing is filar olOMers. 13)TI14meldNegner ger NSI is tleAsdift en id by are bulkingwmpplpll. The instability entl uaedMis wmpOnniMBny particular building is Me negOaipilEy ollM OOINin9 designer ger ANSI TPI 1 as rNdenwd by Me buiNing mda. LOAD LASE(8) S1ndaN 1)bed♦ROM Live(pWngedy lumber InaeBee=1.25,Pole InGmaeu125 UnBmm Loads(p0) Ven'.13=51,3A=Ssgt t=u,2-1P-1a Gxloemrnetl Loads(M) Ved:3=-SNB)7=83(B)9-133(8)21-MIS)19=-29S)4=433(B)5--ROS)17=29(8)6-83(B)16-29(B)8=03(B)1P21)(B)13=252(8)21-83(8)22=BNS) 23=83(B)2L=B3(B)35-29(8)n6 29(8)2]-29(8)28=28(B)29-n(B1 end as, allor�N.•" nanwaikOdutu,"Ounpemmr,elww�an-M-IdWwl NWIg—poregnW w gndull, OV11 Oru,us,the owes,eaaa,m.nw w,lry thn," • m erv•Faenwnamenu-6 nmyznv....mn awen. ana�ag ung seven.B,aa Induang 1111 pr-,un eueutlB alnavau•I vus:.•e.,n,,Nom...bun-1 F.Ae ure arum,•naw•ee•emrcmea .ww.,wu�aaw,m uar.mmg,.,.,lwi.r«wln weau•...g,elnlun ens grtgereae..... -.1 l0..a.l.v.amw M7ek' hd� G,.y..retlbn.m nrtune allnn..••m wss•yneme.we p.•Iny emxN,oease.ne eeN aueamv eomw^•n eaw pare her was groan-wn MYN eemT mPW amoune,218 N.Lee ddM sun,312.Pb-sm V sn'le. amy,FL to J00 Twn Tuu Typ Ory Ply � 1WIT¢] R0 Hp Wkabliksol, JWUIMY.FlSYtM ]MUeIy11BA1541frt IMMM,YY:ade..1¢X'.NAIO POP, IO:gTRIYOh'ASu4vJOmP.Lz510FMMSYty5J3IA1Ra%RPIYII6CHVOEymz9 dell -s 3V1fA 9550 � 4At-4 LOR ]-Itd ]-11d 412 4-01-H ted 3 DJ 12 44boa 4 • ' �� 34 / m `].1fll R 5 e ,as= 14 iR 12 11 t0 9 yMe 3Y8= y5= 241 ]6= Sado a.= litr n.0 D11d pleads Chase.1%Y LOAGING(RO- SPACING- 2-0-0 C81. EEFL in (bc) I'l Ud PLATE6 GRIP TCU 200 PEh Grip DOL 135 TC 0.85 VW(LL1 -0,2612-14 X99 240 all 2441190 TCDL 7.0 Lumber DOL 135 BC 0.80 Verl(R) -0.50 1-14 X61 180 Ell 00 ' Rep Stress led TE6 WB 0.]2 HorzQL) 0.10 8 nM Ne BCOL 5t) COW FBC201MPI20D] (Lletrts, WeI9M 150E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No3 TOPCHORD Structural mod steel Mostly appliW, BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling cloudy applied or 411-3 Oc trades, MBS 2x4 SP No.3 WEBS 1Rwv at mopl 410 REACTIONS. (Ib/size) 1=]90/0-3-6,9=1 S19M38.T-113I63d Mm Hors 1=3](LC 9) Mu UPIM1-241(LC8),9 (LC8),7=276(LO23) Mu Gmv 1=198(LC 1),9-1519(LC 1).7=73(LC 8) FORCES. (E)-Mu.Comp.Mkx.Ten.-AXroma2511E)or b¢¢ucepewlren drown. TOP CHORD 1-2-250011523.2-Y212d122O3d=205111213,5E=82011506.6-]=689'1325 BOTCHORO 144-141&2391,1311=1009/4153,12-13=106012053.11-12-10662053. tare—tO6E2053,]-r—lzwr7le KEB9 2-16=00VI133,6- - Bn]9.1-14=25097,4-10--1919/113].s10-263911, s9=2o-snt33,s9-3z9n]a NOTES- (B) Dotted ASC roJ Ilve IOWA W(e mndge ) Iw -I tlesyn. 3)WSn6.ASCE]-to, ad-130mpe(3sewodsus-VfW-101mpb:Td ones&l:BCDL-3.Opd: essa:Get,II;Exp QOl 60 Made 8; gr p DO (envakpa)and C-C FxeaeW2)zore:C-C la members end folun 8 MWFRS for rwgbn4 sM1awn;LumMr DOL=160 plate pip DOL-1,60 3)Provide ede0uete drainage d prevent waterelpending, 4)Tule Duae M1aa Wenn desiine Iwa 10.0 pd W9Om dKKd n M bW nmxnwrtnOi rile any oMer live aNJs. 5j'Thbimea ee been thordadaeIIve Wbad OI20 Cyei On Ne Wtlwn Mwtl In Oil 8RanwMna redengle 360 HII by 2-00wMawill Mbetesenoved ro berealc nnortlendany mere)member. 8)Ill =276 lul connection(by Oteera)m dust W Wenn9 plate capable 01wiN51eMin91001b uplift a1)Dint(5)crept(11,M)1=241, 9=632.]=2]6. 7) MthMeakaincluding hees"Meand dwapused 1n Meanalysis and ddNb Wsa. B)niannenuactured pI5 Designed asan ideWill wmPonemasuuNbnCusemViawmOn entM my piVM WltlhinMe rtapOnslbldy m the building designer per ANSI TPI t as referenced by the uilEFg wde. Qwagxx0vwydeWnwreme�.a.+v aaaOxOTas Ox zxsumactOttOMrPwaA.[/rtxca vnaaw]4nm.lvmrtalaeavosre vac. Deuto ..ro a ".valbtorynywNicnak in, anon.Tnia Cergn is eaw�my upan permlmsM.rn,+nebbrvn nSWUI WYdrynmrrWN 1.rM srz.manno-Pgn.e mnsl reMyme epq wYn o-a..an wwr..r.ma.e Pwe airmpwmwee.eq M dlpq Oeslgn a�mglnelulPo isl provemM1wing WlntiNEwilrusewee and/w r'foNmembmerry. emery WwrmaremErxry - in e,i.o Pevd—n.......vaobwravannyuyvie gopeM damage. o�gen rt9arevg�M ero9arodelrverpk reelip7 am mavnnvNe]Iery leers aYvemw,w gI1e11 PuvM evrwY,D58deenv aealBUIIWpCamporrara bay Peb Etl MA. 9alNylpmm emrvbn evni ae a e, 9iev.auneal2 NeeKre.vn II]11. TnRM1S®10 1 JW Trym 'no's Tyq Gy Fly eastern TwnIN AWeF4iaex. JatlaomlY.H )se. 1..1.viTA uMx.R.WI JUItel. AlO Fpet l� ID:gTRIY[IEUSuiavlarmnCZYMGp3JwMMa55eDf 132I(IK]UmZVDYMKSL11gEyxo-q F1612 1L0 ]-164 Seta-1'.170 4e II a do 12 3 1 Sw = a 34 11 1164 210 Canada O[,Y1- UY 317 Edda] LAAgNG(pan SPACING. 241-0CSL DEFL It (bc) we LM PLATES GRIP TCLL 20.0 Pak CHI,DOL 135 TC Des VO 11) -0.12 24 >Ty8 240 BIT20 24U1B0 TCDL 7.0 Lumb COL 1.25 18C O. Ve11(TL) -033 24 vM 1B0 K11 0.0• Rep Street lna YES WB 000 Hoot(TL) am 4 We has BCDL S. Code FB=Iso`P12007 (Mablx) WbGM:2gk FT=20% LUMBER- BMgNG. TOP CHORD &4 SP No.2 TOPCHORD BlmdurMxo shS ingdF yapplkdar6-0Omp"s, ascepe BOTCHORD 2x4 SP ND.2 and ea8ula. WEBS 2x4 SP ND.3 BOTCHORD RGM mlling directly moved or 1640m ding. REACTIONS. (Ideas) 4-235eAmaudca1,2--3331638 Mas HOG 2=8$-C 0) Was Uplifli d0(LC 12),2-135(LC 8) FORCES. (Ib)-MBx.CanpJMu.Tan.-Nl krtn 250(Id)pr kee eamdlMlen aM1oxn. NOTES- (T) 1)Wtnd'.ASCE]-10;Vue=130my0(3-aemM guM)Vasd-IDImP1;TODL- 2WI;BCDL=SOpM;b-1011',Cm II;Exp O;End.,GCpi9J8; 9HP,,p DO (anrebpo)and C-C E1daliw(2)zone;C-C Immemban and lotus 8 MWFRS Im reedlme eNwm;WmOx DOL=160 plata OL=160 2)This truss has Wait designed for a 100pal MtlMIMotor nth IxnoncowlareM vath my other live dards, 3)•iliabuu Iles ho designed rota fivebatlof20Opaf on Me bptlwn Mlad FI all areas wfieraarttkngk380k11 by 28O xYe will M baknan Me bpMm Move to nand owany enter members. 5)Real to Minimalfor nstr to WR oMnMimS. 5)Provide meGanirol xnnegYM(by dHers)of Wsa to hearing Pate capable M wXhMentlinp 100 0 upltll at posts)4 axcelX(n-Ibj 135. 8)-Sem4ri2id Pusedmuics Is ins M1eals'Membxand alWModel wee renin o 5nalysknddesign o Mush Wsa. ])Tb4ma is the isdee Wild eg en ndNr Far Wilding mm as Teesoy thelbyand useorl, mmpanenllwany penimar Wikbq i5 ke rtemn5ibilily Muse Wllding designer per ANSI Tor 1 a5 rekrtmetl toy the building mde. A.-vaneyauoroar xa wel¢norJortS pry iws Mw MttlMEprFrtltaEe£nExcE PaoEwamrw.laaaeniSBEiPPE [. Y.. beean.emarxsaeywae Mneaexnremra.inls aevan is nvaeO only ulmpwnMen eMrvn,Nkban ln6maual WuaingmmponeM,nus m —MM eu pee M..use.a.r,aelneE-,ner nuX miry asappllutilp Idiven pamebnM pgeMlrc'er,11.ae sen imo ins werwl -•Y- mlMapaepuneC-meelivw4bVreremeMMleyaNemwnnPo elerenrelinlutl y�M memMrson`. vvve lemp>ar,m ,p tv2m hxne pmxer a.M.,.r w v ,Axnxr.xralrelx MiTeK MtA"on.Norpe,aellwry,«etion ant entln,mwauavnC uunaY+lein..see puIMCMNa,pe&ae.ne ecseamm,component all AsCmutlonmMnk xomr 11 PIA,Iividn,21eN.Lee Aran rune 312AIn+xNRVA 32314. v—mpe 10� Je0 Tnas Tmas Type Ory P7 Tpn>ma v u2w amaxdM e BIWsfMBvm. JtlapiNlb.flat3ae )&asap l9Ata MTek MUMx,Ix lbn All6fe'9'6IO1ePg1 ID:DITAIYOB] 1A6uimXmanC1) 1M]M IPOV052aRrtAmHYioiRl{1pBdi%m6z9ywnE .1J4 61-z 1 Ad 6n ]�13s42 zebtSt1a 37a� ti0 61-3 S33 S)5z 1$1�3 SL1a S&11 B4) 1Ja .a.le". Ads= BO11 5 eve q 2.4 II A Ads e ] DMC as S 8 fa at 2 Se8= p 10 n GN1 fol 21 AS 1 a. 13 sea= 5N= U.= 123 atav Plate MM Y 20. -00.1-0 O, .030 &2311. LOADING SPACING- 280 CSI. DEFL. in (cc) VUva Lid PLATES DRIP TCLL A8 Pum GnD DOL 1.25 TO OAS Veti -.3] 11-19 .999 240 MT20 2WW TC DL 7.0 Lumber DOL 135 BC 099 Nei -.75 12-13 >574 1W BOLL O.D • Rep , cir YES AS 073 Hoi 033 9 We Are BC DL 50 Code FBC201A?P12M] Giuliani WbgM:10 lb FT-2096 LUMBER- BRACING- TOP CHORD 2x4 SP Na3 TOP CHORD Structural vrood aheMhing sherry apgiea 01 2s14 de pudms. BOTCHORD 2x4 SP Not BOTCHORD Rltl wllylg chatty applied o-2-2-0 ce brMil9 WEBS M4 SP W.3 NESS 1 Raw At ni 412.S11 REACTIONS. (ItAi2e) 2.121& ,9-1231/338 Max Hor22-131(LC 10) M.UDIR2-306(L012),Gr-306LC 13) FORCES. (Ib)-Mm.Comp.R .Ten,-MifO 2W(lb)orbsse p[~Mown. TOPCHORD 2-3�WlQ34,3 -Wl79130."-14281024,5 17MI1319,37-161&113, 7-0--174]11122,39=207&1321 BOT CHORD2-13-19999544,12-13--107UN96,12-Md-IM1127.A21-42&'112], 11-2142&112],&11-1046HR2 WEBS 313=266909.0.13-10,1/1918,412--1213828,S12.-15/491.S11=55fi/710. 311-34]96E,311=-334960 NOTES- (6) D OnbeN�e roe five loads neve been conaMered form's design, 2)VAnE'.ASCE 7-10;WH=130nph(0.cacond gust)VaW=10lmM:TCDLd4 2DA:BCDL=30pM;h=10f1;ON,ll;EXPC;Encl.,GCpi=018: MWFRS(erwelyi add C C Exfedor(2)zone C-C for members and fomes 8 M i for reactors moan;Lumber DOL-1 Ed plate grip DOL=1.60 3)The Vuss nes Lem designed for a 100 paf Mtlan Mond gas bed nncmwrrtM aim any under IM bads. 4)-Tniatmaa no Cem designed for a INA load of 20 Clarion me laadorn Mord In all areas wnett a Rgngle 3 hill by 280 orbs Wil M beMem the botlam Mord and any cmnmembare,and BCDL-5 W. M Beam,alpinds)2 considers parallel t0 gran value using ANSIRPI t angla to grain formula Buitlin9deSgner YwuldveMycepecRy of tmring surface. 6)Protide mechanical connection(by Wtefs)of truss to beds,DINS capable of wMsfanding 1W lb uplift at pinus)accept gl=1b)2=308, 9=306. 7)9emi`gk pHMbrcans including hi Member end faAy model was used in the analysis and design ofthis Wee. 6)TT4manufaaured pWuct udeaigned assn individual building component. The sunildlty and use Amu component Mrny pedicular biiding is Ne respcnsiblld,AMe bulbing designer Per ANSI TPI 1 68 ra1&enpd by me building acts. Qwnmrp.wmrewnpnmaxexelE.soxortamnasnrm tmLl6EOYmx FEFEREXCE aaas wWzorsesroaa use �• De,Addyda. mlyxm MneYlmnretlwa ltnv[espn le W[M Dory uxn predated Morn Wabrvn qp m4�nq mmppnem,iw sypem.Belpeux.Meh'6nry Mgnxmul uenrym..ppXmixydxaPxnmetenvu n4adesdan Cesen rmotxxenu I. ..,p1�abWuro.a;iI°,:" x thPo,nasiddi.i.r:;oA�dmards nra:.,. a"�M maaanD MiTek' idervinage.INR.en dr—vM arms Mwvus am tress 111.1,xe WtlHq aMML o5i did cdc Wnbq<empmrn 6eNPadvan NM. and, A, nii-sede M1wn Trux Plvm lnAnxe.21A n.WSine.Grind ..—Ind,and mta. Tends FL si ` .WI Tw Tuw Typ Oly %Y ' B]y69 •YDI Vend 1NM!!0 diNve FiY4ves, JedemWe,Fl]77Ie NYeq IBA18MReXIMebW.Int Ym3ltelell'.OI IDIBPpt IO:OITM'OB ASIflmJllpnLCMLCB3LMcilAlhFGiUbiyY0TFn0.anBYA�w1¢B 1a112 6311 t]SIB I amb=1:A5.B 000 11 a B 2 0 1 7 12 12 11 10 B 0 LIC Y9= � I LOADING(PoN SPACING 2-04 CSI. DEFL n (d.) Wind W PLATES GRIP TCLL A.0 Pleb Grip DOL1.25 TC 021 Val we Na 999 W20 2111190 1 TCDL 7.0 Lumbo DOL 135 BC 0.17 Val Na We 999 1 BC11 00Rep Gone lna YES MB 0.14 HO,M) 000 T we IW BCD- 5.0 Cede FBC2014TP12037 (Mayr) VAgM'.10911r FT-20N LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood aneaNing directly applied or 6 ol,purlins. BOTCHORD 2x4 SP Not BOTCHOFD Riga railing directly spread or 104ll¢blecing. OTHERS 2x4 SP No 3 REACTIONS. Allbmrings20-60. (lb)- Max H021=d8(LC S) Max UPIM All ural 1001bor bee Nloings)1.T azar 12=113(LC 12),13-139(LC 12).9113), 11113) Mwa Gmv All reactlne 25010 orkm alpiM(s(1,T except ll-338(LC 19).124BNLC 19).13. MLC 1), 91 20),8=320(LC 1) FORCES. (IM-Mas.ComplMNo.Ten.-All blas 250(10)or lees el when shown. NESS 2-15=281281,68-261'281 NOTES- (9) 11Unb Wb rafIWa IOW$havebeenwnsideledferthlsdesign. 2)VMd:ASCE T-10;W"30mph(l.nd guW Vaed-101moh;TOOL.2Pot BCDL=30paf:h=18R CM.11;Exp C;End.,GCpi-018, MMRS(anywa )andC-CExlarior(2)1me:C-C for memhen and forces 8~RS far resdrons Moen;LuMberDOl=e80 plate tell 0O1=160 3)All plain and,2.4 W20 unless oNeMs r IndlraW. 4) 'able requires wMinuous Nbam Mord bevllg. 5)The Wss has ban deign be a 10.0 par bottom MOd It not honour hent wtlh any other IWB one 6)-Thu truss has been designed for a IivOIOW M n Opaf m Me bollan MOId in all areas where a nebri 36-0bll by 2-0 anile will N between the balloon Mad and any other ownedN,wait BCDL=S.Opaf. 7)Provide medlanlal annaclim(by others)M Win to bearing plate motion of withstanding 10010 uplift at hill 1.7 czar thio) 12-113,13=13%9=113,8=139. 8)'Serl ptlMbreake including heels'Member end Nby modal was used'm the analysis and design of this Mass, 9)TmmenufeduredpmdudpdesignasanbdWldualbu1NFgg pMent ThewAedlilynduse Of Mrs,xMipnertlaany Podku4r burbling is Me rnpmslbillty of the building desgner p%ANSI TPI In rekrer tad by the loading ii Aweader. 's,wmhMiek®m^rnomrma TneeeuBolamaee any WLmEORTEKREoao��roa� ^ mry5 uay9em^ einO Mu9nermuatvxXy lase appivaenNy i•n parameters anA PmPe111^wp landilNnowar rl6E terYleBen^a�mmtwae..ewww uom memce,.^^Ir.A �,.M r.1aB M�B�C '. w.npurgep•rwwryaswepmperoeama°e W,IN:°Pe-Iiino . NW IINeu°New^Yse^`e wzilrycMML aea•mY eeL tottltN Cunpemm eaas,M mio `sero lw m°:`n°e::`.... a em v. adi12,.Ya,a^e.".;t�'.'p°°°. rope.n nail J 7 Trvw Tuu Typeqy Ply ro N BYdeB V@ vYy BAtlxaF�ewm, Lwwm1Y.FlB72M ibWvMlEAlaonsix-I-- Man JWIB18 I'm Ate Is, IO:gTAIYOBrABu'1nHmv�'1W CCB3LOttTjIMFFG'tUp?gNS.fxW ICyBNWBaw� 11112 _� 22-id 11312 It312 SGe=1:]e.0 4m= 4 em n s e 2 s i I 1 E a 3M�� is 12 11 11 is to 9 9 9x4 3aa= 2 L MNO(pi SPACING. 2-0 CSI. "i M (bc) VdaB tb PLATES GRIP TCLL 2).0 Plate Or DOL 125 TC 0.17 YMILL) Ne - Na 989 L1T20 2MI190 TCDL TO Lumbar COL 125 BC 0.15 VRdl Ne Ne 988 BCLL 00' Rep Shares Ina YES M 0.10 Hor2(TL) am T Ne Ne SCOL 5.0 Code FBCA1411PI2o07 (Ideal NbigM:89 le FT-M LUMBER BMCING- TOP CHORD but SP Not TOP CHORD Struaural wand sheathing dimlly applied a 61 ac purl BOT CHORD 2x4 SP Not SOTCHORD Rigid ceiling till applied or 1060 m owing. OTHERS 2x45P No3 RMCTIONS. All bearings 223 (B)- Max Hom 1 i 9) Mex Uplld All uplal IN Ib a does apMp)1 except 12=-124(LC 12),13-101(LO 12),10--124(LC 13). 8=101(LC 13) MaxGw All reacions 250 Ida doss apint(q 1.7.13.a except 11=319119).12=280(L023).iPrzBO(LC 24) FORCES. (lb)-Mex.CoM,lMm.Tan.-All lomas 250(1b)or doss excel when shnvm. VIERS 312--239/254.510=2391254 NOTES- (9) 1)Untelnmd mot live loads have bean osnegew/a Mis design, 2)Wed:ASCE7-10',Vua=130mph(3 Mgoat)Vn =101m0:TCDLJ.2pel:BODL-3.OWh=18M,CY.IP,Exp C;Ertl.GCpib,18: MWTRS(envelope)and CC Exlerma(2)zone;C-C br membem Md Mlroa 8 MWTRS brmegim5 sheser.LumbarDOL-1.80 Al gdp DOL=1.60 3)All plele5 arc 2x4 MT20 unless oMYwlse Indlceled. 4)Gebb mqubes mnlinuous town&ad bearing. 5)nit truss Nes bcen despred fora 10 0 pst WXan Mad live load nmcaleurtaM wan any other INe bads. 6)'This Wet has been daunt lora live load M M DPW on Me Wtlan Aad in all areas vinare a m omingle 360 YF by 2-0-0wMe Wil fit betMen the Wtlom WM and any Mer members,aft wit BCDL-5 Opst. 7)Proavide moxa dmill Wnnembn(by tinea)of trues to pards,plate tapable of wiNstend'ng IW le uplift at jaIM(e)1 except(Pb) 12.124,13=101,10=124,8=101. B)'SemHlgldpnUbmeksmGWinghaes Member end laity mMel was used In the analysis and design NMis buu. 9)Tlie menufedured pMud IE deEigned as an iMIVMYBI Wlldng wmpMenL Tnesuaadlayanduse WMIs WT nentbmypnN W Wilding is the responsibility ofthe Wilding designer par ANSI TPI 1 as natures tl by the Wilding bone. Qwam4xsvwxyewpnwramwwa vnar¢aoxarts ox ixs.Erowutneowiex rx/Fnaxea saaaw nm.looarspr5avaa5tda. pep vap Musa Dory VAe MIieF9 mnmcbrs imaeeugn lapavfeJ enly,opce5aramHen mexn.ano laMv uq pultl lig can vya .Rater¢we.me euuamY cespner mua.nlylne apt iu iTy qn Wmm�enane pmpanw mrs eynlmon�eswvr assonin,.erztlng lnmulM lxmperemeWingdn6Wueltnaa vepnWa�Wmmembn mlF epwwyane wmwn.m bacry M7ek' Yveys,ii Nr-,,, -dv 1-1. ilapm-1 pvuele vial lnrvo ane Mary Dxv .. mmng Dandae YpNJM,aronga,aepreeeaMeMerwng elnueueN lee9v1y es i'see µBVrea rwvl dura,a50Naw in euWlp[reopened EVY&A. evlery Mrsaeen 1-lab, oro a e. ;We1 .VA.,, har,FL MID N4 Tun Tw Tye Gry my ones w caw 1 "Wes", a11xa FYY6[un, Jpapxlb.g3lMe Jbb )8wa n.yamxntltlMUWKR,EM Julufe .M lees, ID:gTAIYDBGONaaAGonCZ&6 gPIRYma£EOMSPg3YB9FNa5F M"ffZl2yxmE 8311 0.412 3311 I SUN:3911' 48= a 8M 11 e. 11 >d 11 2 e 1 s g � B 9 7 it we m II 2x4 II a.9- gM II a LORDING(pa0 SPACING- 2-0a C31. DEFL. M (lost Wish tM PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.23 Vei We - Na 9gB W20 244/180 TCDL 7.0Wmber DOL 135 BC 0.13 Ven(R) M We GO BCLL 0.0' Rep So-aslna YES VVB 0.09 Honji-) 000 5 we we BCDL 5.0 Code FBC2014/IP1200i (MMM) mi see FT=20M LUMBER- BRRCING- TOPCHORD 2x4 SP Not TOPOHORD SbucWnl woad sheathing deedily applied a 61 oc Pays. BOTCHORD 2x4 SP No.2 BOT CHORD ROW rolling direly applied or I0 mbrach,, OTHERS 2x4 SP No.3 REACTIONS. All Warings 18-88. (IE)- Max Harz 1-59(LC 0) Max Uplgl All uplA 100 to m las alpinya)1,5 except 9=-150i 12).6=150l 13) Max Grev Allreedbns2WIborNwdlodnl(e)1,5,Sexmpt8=340(LCn),6 D(LC21) FORCES. (Ib)-Mu Cbmp.IMa Ten.-Alllortes2W(Ib)mlasexaptshershown. WEBS 2-9=2110,297,4a--28O'291 NOTES- (8) 1)Unleadenced red five IWds have loam mnsgered forthis design. 2)Wind:ASCE 7-10',Vuit=l3dnph(3aewrW gua l Vaq=101 mph;TCDLW.2pd:SCOL-3.0pi hl CdtL II;Exp C;End-GCpi�.18: 'I MWFRS(envelope)and C-C Exterll zorl for members and force 8 MWFRS for reactions mom;Lumber 001 We '. grip DOL=1.60 3)Cable,eguves mnWlwus baboon dnad baemg, q This Was has ben designed for a 100 per haddn dpk lira two nommamnent with any other live INds. 5)'Tbls Was has been designed on a line keel d20.Opaf on Me botam mord In all areas where a recings,330 oil by 2-0 exper will M between the bottom mord and any ower members. 5)Provide mecbaniwl ccnnedian(by others)of Was IO beam,plate capable d wiMatanding IW In ul at joint(s)1.5 except(A-lb) 9.150,5=150. 7)'Semirig'xl pXmGake klctuding hadaMember end fixity model was used in Me analysis and design of this Wss. B)Thismanuf mdp ud IsdespnWasan Indlvidual WiNyg CdnMxM[,, The WibbiWanduse MM®wmpa Manypftk ar Wil tithe me,pe amid,&Me bidding designer Par Atli TPI 1 a reforenad by the building code. QwA6Mnp v.ny AYenpmm�xa ane PEFoxo Rs ox,psTNa,xCLWEawttx naRERrdefix asM->mm,rWVtMa.ins CeM vale M un mlycM 1NT<W[onnetlors.IDk nev n la[asMonlyu n pararmmanwn,sin n loan MlWeual Euselne wiPmerA,nq so em.9eMeuawlu�dal o aeApmer�ruA eerirylne applvseil W eeeipn p ramelere�nep exeM i horaftromle eeaenperra [visas Ie Mry nipul�eab Ywry Mia prevreenl mii:yseavnn ryaeMepema relinNn,nnmgowM as re MF.beupnlumpw ea�h{rstre n[me M�e map.. a p.w.le[Nxo ge'wMeellm,gppe,Wendymse[,bn 111 Pitta[,pusses ane 111 N111ema,aee oeeM enuN,peai.M eeN aulMlne CanpaMe ,,settBaas ylnlemnlbna M1[mnuss este lnAnNe,3,eN Lee Sreer SueeJII,PkvnµRVm}2911. amU.Fl aa],a PTuu Tawe Type Ory Py m f YW Velb) Bilin FMeBpuw, .IxLx.IN,ind. i.MOeMnsadamarear.'ec Nan JYlao—zoePeet ID:DiTAnoBGSNUMmmCCfO}RlgSniNEN2P15WTVMR NUM7VrZ?x urz 1. ]312 ]312 Sel2al Ia8= 3 BW 12 2W II 2M II 2 b j 1 a NN 2e II 2xx II ata�I 3xe tzTa LOADING(psU SPACING 2-D0 CSL NFL. In (ec) VMS IM PLATES GRIP TCLL 20.0 PMIS GOD DOL 135 TC 0.15 Verb NB - Na M M120 2"190 TCDL ].0 Lumber DOL 125 BC 068 Vdi of nM 8g6 BOLL 0.0 • Rep SVesalnw YES WS 0.07 Horl 0.00 5 M "a BCDL 5.0 Code FBC201"IPI200] (MWA4 `AwMht 52Ib FT-M LUMBER- BRACING- TOP RACINGTOP CHORD 2x0 SP NA2 TOPCHORD SVucturM wood ahaMi,directly eDoie0 o1680ac puri4e. BOTCHORD 2e SP Ni BOT CHORD Rlge ceiling Ulrecly applietl or 1080ex,blaring. OTHERS a4 SP Nei REACTIONS. All bearings 146". (lb)-Max Herz"asti-C 11) Max UpIM A11 uplM 100 Ib w less tlloill 1.5,]exfAq 8-1151LC 12),5--115(LC 13) Max Grev All reactena 250 a or Nsa djoiWs)1,5.]exWM 8=258(LC 23),B 15B(LC 2) FORCES. (Ibl-Mex.CwnplMax.Tan .-All brma2W(Ib)w Mss axmMaMen SbYnT. NOTES- (8) 11 Unbalanced rood Ilse IaaEa(lave been co ave for nor ex a l 21 WSM:ASCE A1O Vub-130mph(ysscoM gull Val01mphl TCDD2par;BODIr10par;h-1811;CM.II;Exp 0:End..GLR=o.1B; Mil(mwform and C-C EMenwl2)zane;C-C for members and laces a MWTRS for reactions Shawn:Lumbal DOL=160 plMe grip DOL=160 3)Gabe repuiin s continuous bosom dro d be>Ylg. 01 This dome has been designed for a 100 par Ntlan Mwd love load nonconcareM v.1111 My Mer fere bade. 5)-Thus truss has been deraigned for 8 had load of 20 Opal m We Whom Glwd in all mesa where a rectangle 3 hill by 280 Ntde will M smooth the bottom dead and any deal thembara. 6)Pi medteni¢al connedlm(by Mers)extends to Waring dere capital dwlNalanding 10012 uplift al full I S]except(jl-Ib) 8=115,6=115. 7)"Semkgid anchbreab including Well Member end SAY novel eved used in the sell and dest,ofthis tours. B)TbasmsnNecWred product 4 de4gned as an Individual Wising canponeM. TNe wiMbllfty rid use dMis wmponentfw any"HMW W Illlklg uNe respernsibilily dMe buil designer per ANSI TPI 1 as rtfttentttl byte Will code. Qw.lplxa.vvM"�Naew-**vnavmwoxorts oxTpS un tNfiwus;= Ef '.=vsa[Widle m.ing,6asoxa ala. .unsexed CrwnpwN NnetD theave 1Ne Oeepntaeaaee enlyupenpenmelm Nwn.aneaMan MEIMUY]ulYenpaargrw6M eye...egn....weve .mewNmo a.NarmnwN.mnm.appnnelon md=emp.agNen.na pap.nr�mxmwewmtle.Na�lgonno..ne eamalgx�ee.a n we.eitewN.ean.eene..iwa.r•.e,wmm�e ewme.n onlFnaanvalmmrandel.�•�..eauena k• sued vvxvMeyme Npmeq¢,Npy wen PoaYtle penonvl lryury vnE pr[9e�ly4nepe. a�pm gulEenorvpvgM1ptiv awgxmw m°.u 'ee.:�e'wmT am muroean�eiieus w saaexes w nA.6'1M�Wn'.. e.oeaeaaneeeNmllgeenpMn seta P.n.For v m ee a emp,FL.1. 1 JM Tw TwaTYPo Oly Ph �M SVM �� 1 T60]aIN 9uWnFX64oum. JWvnNb,Fl]9M IeasAir 1..'s some,re...h.Nm ba'.u. iM an.Near I0:01TA1Y0&'ASu9oJlmnczr,9bO5uAM42Pp MPPKUV 7W7 'rywnaC uu sats sau ' Save-,:,de 4th= S fire s m G 1 Wr pots LOADING bol SPACING 2-00 CSI. DEFL N @W) Idea IW PLATES GRIP TCLL 20.0 Pass Grip DOL 125 TC 0.28 VarNLL) We - we m MT20 3441190 TOOL 7.0 Lum en DOL 1.25 Be 0.16 Val Na rill m Bca 0.0' Rep Sbaea In. YES AS 006 Hoi 0.00 3 we Ne BCU 5.0 Cede FBC204rTP1200] (MMM) MVM:3416 FF=]OM LUMBER- BRACING TOP CHORD 2s4 SP NC.2 TOP CHORD SWqural soW she ilg direth,Bpplied cr -0 W5iN. BOT CHORD 2,,4 SP Not BOTCHORD Right Wiling directly applied Cr l 080 m brecgg. OTHERS as SP No.3 REACTIONS. (Mhizel 1.139'1088,9-139I1083,4�21I1088 Maa Hors Y32(LC 101 Mex UpMti--44(LC 12).3=-50(LC 13).4:I4R LC 12) Merz Grev 1-141(LC 23),3=141(LC 24),4tt2HLC 1) FORCES. (Ib)-Mu.CampMU.Tm.-Alits2W(lb)m Wsexwpl.MBnshown. NOTES- (8) 1)UnbalBnWd m d laid leach have boon Whodered for this design. 2)Vill ASCE 7-10',Vuo=f Will(3 Shl gush Vel 101 mph;TODLd2pe..BCDLI.Died.h=I M;Cr.11;Exp C;EW.,GCPI9.18; MWFRS(envelope)and C-C Edbriorl2)zaril for members and forces S MV.FRS for intuitions shaven;Lumber DOL-180 Mr. grip DOL=160 3)Gable recl Wntinmus bohom chi Coal 4)ThIs Musa hes tem designed for a 1D.0 buff Wt10m aord live IOM ronomomment won any other We bade. 5)-This Muss has been designed for a live Who M 200pt W Me SMom chool in all areas there a retarri}6-0hit by 2-0 voice will 10 beNreen Me Whom Ward and any Omer members. 6)Provide mechanlWl cmnepbn(by Whets)oftmas to bearing plate capable Of wi rtaMing 10O to S O&tlpii 1,3.4. 7)-SemingN pdW breaks ntuding hei MemMr end fully model was used in Me analysis and design ofmi.Wet. B)This manufactured produclis cesolnedas M individual building component. The wllablllty and use Of this WmpOnentforany parfit loading is the reegnaib iffy of me builki0g designer pa ANSI TPI 1 as referenWd by me building Wh. Qwahydred -try ewonpnmmrv...eaFgorvoi[5 ox ms.vro xrcYroaovrerc urtaaNCa vlOa rOum.sayORE Ya[ dY.rd ro,ay.enlJ6.e.wT,eerrmvSSSn.mS ill lS eAWOrly1 d,br iuro ma�..m..a irya drvapar,I e..IPi hal"Ie.:lv.%r.dwsel ntoa„.mie u`^e�nl�almeavlwss..e:�eio:m'o`e�. aanF.I m�,rv.nt,mrav e.av MRek' w r•^�a�n..Mq npoeaenlr«SaW IN.rwm Poamavm.e gre. �.evP.eex.r..aeredive e'a rN....n.ewss Srn.m.... nncm.d..Dsaaa.m eWlamemvc.mw•.,r e9Nv.ro Fanend. sawal .u.n.nlwaemnw.Pin.rnrn.xis N.—runi.,evesmaaeuna avtt.11. .mw.FL asim ,ke Tlum TNUType Dly Ply 1Rs wp iPo1a BMvn Fwaavm. JvfwMY,Ra4M e189-.W 3016 PaT1 ID:OJTAIYp SuiaJa Cr3rWE WNmjmL1gr SB cY3l7D yBM9kg6Ry be 3113 � 61d 1313 1113 3 ere r s d m. mII aa. LOADING graft SPACING- 2-DULSI. DEFL In gbc) Vital Ud Puns GRIP TCM 20.0 PMIe Gtlp DOL 135 TD 0.13 Vetl(Ly 244H90Ne - Na M MUD 2H9D TODL 7.0 Lumber DOL 115 SC O. Venti We We 598 BC11 0.0• Rep Stress lnor YES WS 001 Hars(TL) 0.00 3 we We BOOL So Cade FBC201dITP12W7 (MMrvl) might"It, F-r-m LUMBER- BMCING- TOPCHORD gold SP No.2 TOP CHORD Structural weed sheathing directly applied or 0O0 co, mbre. BOT CHORD told SP No.2 BOT CHORD RgMceiing dkectly applied or IOL-0 DC testing. OTHER$ 2x4SP No.3 REACTIONS. gblane) = 19rB68 a ,3-9DB88,K18G688 Mea Hors 1=18(LO 91 Max UPIMI= IGC 12),3-34(LC 13),d n(LC 12) FORCES gb)-Mu.ComD.Mas.Ten.-All forcea 25D(Ib)ar Mee axupl when aMrm. Fill (8) 1)Unbele SC rml 1. -13 M1ew been a0nd gug) a =1 deagn. 2)Ve11d ABLE T-10; a1z COnSt (3. bo goes Vaetl=10sers,TCDL41pM:BCDL=3Opsc tions s Cel.III Exp r O l.,GCplate MWFRS(emebpe)a1M GG ENMoR2)olme;C-C br rtlemhere and bus 0 MNFRSIbr reamibna shovm:Lumber OOL=t 80 plied pep DOL=tfi0 3)Lable require continuous bosom meld bearing. a)Tnlc wee has traam designed for 10.0 paid of 20 MIXor,Vue ho with any ether he tangs. s)•midWu hestramndeals chord ddfor a an of bade 20.Dist m Me bDllpn moN In all areas wherearetinoie 36016II by 2-0-0adds will rn between ma bosom mord and any other members. 8)orbital phith'Icalcmneaim(byal MaWesMbeanhln plate capabledhe anandNgnd lb deigpnictlpim(s). 3,d. I •BdnifigHptlmbreeksucl is deheal."Member endhehy modelweaused In iM1e SuftNb anddesgndNlamu 0)TI1iamenuheu2d Product isdesignedthe ag an individual Wiltingcwna refer Ties ytheb anduse NMIe wmponentlm any patlwly Wibing is Me rtspalsibil'Ity W 1M1e buiNing designer perANSI TPI 1 as referenced!by the Wilting mde. 'a.. .ran—sandal ws. Wlss nlnq M use Dory Ne MIieAO¢nneMn.Tnls aespnlseam0mryuyn wlenrelan Mwn,vno ISM en Inel✓CualeulMryp .9soma.Meuee,tee eullJlrg Mvpnermutiv®Iry1he eppl[eo�llryWM4pn wnnMeneM pmpen xonpelelnMweSn ci s, deep lnelwlee l.lcpl..emweArip minelae........mw.wm..meenonF rempu.n.11e na Mftk' e.MrpuveeleleuellM.nelo preremeolWpu win W.sebpmwNon WpR.Me...is m1eY.Nmeme hentow orzs e.eeeren,ii--mann-IlMax slluuash ire, a 51Aryl aunt,C..bass...ace.1.1,Cmmw.vM fvlYylnlolmaum-1141 an ...PIA,Inellme,21 a N.W....]1,Iusbr N.VA ID H. emw,FL aeetY AN D vv vs XX m 0 'oy-Rgv�g �ao.m. z 5E* w3a0e z H>Ou mzO ° wwO OSNSQ? r_ 2 o 3 - O a O $ow m ffiwmpbomo-a ww"e'° i' � l8" Ea 2 m m m c 9; mSm v Z ia`o m TOPCHORD m0 mz mcy Z .0 �z. C p W N N d m' N H M m m mm $ O mo B c � y A $ o a mN � O �m O a Nz P. o m mz m D pmM- v0 CD 7 O w n® _ N _� �• mw 3 Nom/ w o m M. a o § A cn ol I m m m N CD g g A 3 F m o o i e. m> v :0 »s F va '9 < z m .00 m m N E m' Om TOPCHORD H }02 � �R - 8a y] ¢ � 8g 39 gdn X= m? am §�' s z$. Y $ 8 c d =3 3 3 i fag $as 5 's � ,3s xa $ ga S $ cpa 'sx 9;' .m °msms _ mem• g 'm ; m3A s � ;a. a 00 xs �z s 12 &n a s ; 0 <D _ a "g a 3�� c £� $ w_B. ss �s 3 �tj x$ ;j ga ai$ a ia " na '� as � o CD o° g 2_s RS $`' : 3'�Q a S3F B � qq. sm (� 3Y `g 6 's a e 'g �d a S a o R te $. a� nS z 5. a" om q 3f n � 3s g cn cn N. 8 3 IS a� N spm qg $ �� rt CDW N • i 52-0300 3808-00 10-03-08 1. 4 ' i A 0 4 01 Y 4 m 'a oz 4 2- 00 r 0 2-0 01 02 oaoo €� 4 1 a 8 OB 00 on 'a m m 5 F w w i00-08 23-11-00 &11-08 1000.00 52-0300 ALL E% 10R ARF XElD6 KFOR 1/I SHEATHING. AP L 2 7.2- 97. , MTCH LEGEND pyy0 to tare,. 1C�-ll� 9'1-118" 2U7" O.nM NW 'Rr PN51/fl`I DYWY JI'Tnw w W.P ..;eee.'nrm.a.aaing -u.ri.�w.�.Tan.weEna-.m..o mMn n.nova nmem -'lYueen6arelm tr 4f nc IiO 39-11-00 _wn.Mery ere wmsl.pm w.Jmeuxo: .lm a yr u.amn mnenm.nwn.w Mtle ply guh.�wwn. -TnaM.re-.env.e w..ppm mia u No. Nob. — No b.h dNnwalh.reppa%'ewtlen FnvSaum.wkn apprwN in.m4nq Om aW Ivmh.unemerve w mm pl. My AW "I", . rnaMNi—W ..4e. vaeeM on.ild mui Nre.e.o—,J mrw.pplra Mee lmrmwecsral s.mm..r sn.pcaia.m.n..eb.g. WP.eoM orMeW...NGmmnea N'm1 .. —am w.m a.nnq w..;a.wu.mn. Ie m tM re.p—uw ty aNe ronueew.w,.—J,M w u.In..PI—I ply..w them... re.na ha tan ..wel. emir.nm.e a.le�.0 a �.M1ea,l�.in m.mpllea.��.e.rv.w.w e.iva. r..Lsa.a. .m plvxmen u�(w:.....�y.m..nm PwmelMry am..n.lign�...__.me we..nn w�mwrren g vl m,mnn b.mm mra.n>o..mnm.w...m any.ea..w xoT mpm mr lnn.m nm ec.eel.,. TN M.ervm.h1w b.re mt W.ae.Vrza nim.nr.aaiiwna uM.rm„b.e. ¢ngnme bm mM1er M tM1e tlwleen RrvlSoma ueE I.Map m ue w —til...n;..wll..on e•la.ne s m�ngJre.xel.C� .engiv..nM.m m m.m.n Il�p�.w.�ens. eM1 m.r M.ektl by Me uve helgn engmrr. m —,q g, Fere.aml�mt.htwJl b.mlM .1LlinugF my uNre henm weo. 5 .mmu.. m.lbePlen.a.t m� .J vu.ngao .w....m wiw...em m.arr .n.. LCKIII Builders FirstSource PHONES BSp884H2 FAX:850'895'4592 Jac .w CY.1?POP S.ETHNG. PFO :9A1772193FONE: 9]7261TempePHONE:813-621-M31 PAN:813 628 8956Young American Homefi325 Country Club Lane Grover07/18/2016 8RV N/A .2- 0. N/A N/A 322989 M ��7I TGf% L.1 lall /% AI OI11 1 GTI \' Forte MEMBER REPORT Level,Floor Flush Beam r39�Y�J krc..,� 3 PIECES) 13/4"x 14" 1.9E Microllam®LVL PASSED t5' u 91 A8 D'sneraione are Harsonhl.Orawin 'nC al Design Results AcOM�LoceOrn: .. ARowtl R.W :LCF System:Floor Member Reaction(Ibe) 75%02' 78M Passed(97%)) Member Type:Flusb Beem Sbear(Iba) 6837 a 1 5112' 13965 Pleased(49%) 1.0 Building Use:Residi n ial Moment{Ft eens) 2521504'11 76 36387 Pleased(M) 10 Building Code:HBC Liva Land Deb.(in) 0.3%a T 11116 0.489 Passed(11694) Design Wffi.dology:ASD Trial Land 00,(in l 0456OTI7at- 0]33 Pleased(u386) DeBectnn mleda:LL(U ))and TL(11240). • Design results aswme a fully braced coMBwn wins.all mmgession edges(tap Said boaam)as acPeM braced to pi Intend stabiMy. • Bearing(Lu)'.All compression edges(top and bodom)must te Mred M 1S 1WIF do wlese debded otherwise.Proper athtlrnent and -sdial of htenl bracing a required a a0si member Stability. TOM Available Region sod Support Re ..pBsj Supports Beeeasing Bearing Deadl RoalRooil Smow Aac°°s°ria° nng 1-Stud wall-Spmre Pne Flr 350' 350- 340' 1641!595510/0 Blocking 2-SMwall-Space Pne Fir 350- 350' 233" 1164 14045 1 01 0 Blocking Blocking Psi are assumed W.,n°loads applied directly alai Ibsm and lila IWI load u a,dnn!W the member in,daegnad. Loads Lpcadan Tm°t�ery Orad Ficer uve Roof lire Snow C.Sience Ran 11 all unnsrrwr.Cis) Ha 1-0ndorm(PSF) 1 0.19 1' 1000 -1000 00 30 10'�loor 2-Faatic) 1 4 1NIA 1000 -1ocn a c Location Ana ria Shaer pins) M..,(FS-His) C... h' Ached l Allowed l LDF Actual/AlbwedlLDF 11 3' MS/13%5110 191861 HM71 lX 1BUTS LEFT OF HANGER 2-5' 39112569109 25213136387110 JBICUTS RIGHT OF HANGER Fat¢"SBllwane Opetala JBEIKKea 1258010 9 02 21 AM iLe.e4x Fong`-.1 i,Deep ey:ra:v4 a o.1 Page i a l Page 8 of 8 CONTACT US a 1.888.I1i.ei(1.888.483.83881 a vJwv✓.il-evel.corn AWsyereuOaw,il.w,Mina ,PaMIen TImMStra d MC Trve Jan ane iR2 Ma and Fone is a ee aria,W M,ndamuser NR.02010 WayY11BFYaf NR 0anniny.Nl rlpnY deux/. ■'� TECHNICAL BULLETIN March 2010 " Bulletin TB-300 Solution: • Use the iLevel Trus Joist®Beams, headers,and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 pit requirement: - 2 rows of W'diameter bolts at 16"on-center(570 ph) - 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam - 2 rows of SDS W x 3W'at 24"oncenter(510 plf)on each side of beam - 2 rows of 5"Trussl-ok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1%"member and face mount hanger. Again,multiple options exist that exceed the 5,000 Ib load requirement - ah•diameter bolts in a 6-bolt connection(6,300 fibs) - 16d(0.148"x 3'/a")sinker nails in an 18-nail connection(6,370 lbs) - 3%"WS wood screws in an 8- navy connection(5,740 Il - 3%"SDS wood screws in a 6-screw connection(6,120 tbs) - N.."Trussi-ok wood screws in an 8-screw connection(6,410 tbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately P to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location(•/.)1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Pon either side of the load). The highest calculated shear at either location is 6035 tbs. The highest calculated moment is 25,215 R-lbs. The connection is less than 5d(48"<14"'5-70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllame LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 tbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US•1.888.ILevel811.888.453.83581•www.iLevel.com LL"..Ia..IL.M.M1.1,Pmarmn 1m tml and T.Im.Bn maaxai M1H2m aw n,m IS a tmma NWrya..urNK 02010W,ermeuarNR Wnp>ry.AN�msmasna]. TECHNICAL BULLETIN March 2010 Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam LVL beam supporting a 2-ply Microllam°LVL beam on one side and floor joists from the other side. The Poor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 Its. See the following page for the solution. Brg. (TYp.) I rI Additional / 3 1a/."x 14"Microllam''LVL Beam, Flush Connection Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load 2-1h"x14" Microllam LVLT 14"Floor Joists @ 24"o.c., Typ. Beam, Flush Partial Framing Plan Page 6 of e CONTACT US•1.888.ILevel8(1.888.483.8358)•vn JLevel.com AwByeNeuw,iuu Mc Iam,V Im,TNw nd N TnsJti " VMmab aM Fmb Is atl 8*NNbyMiaeuex Ne.0 WIOMYamaeuw NR Cm{W NI di$h s vat. TECHNICAL BULLP-TIN March 2010 Bulletin TB-300 Table 3:Allowable Capacities of 5%"Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 7'/." 9%" 9%" 117." 11%" 14" 16" 18" 20" W Max Ya" <5d 6,235 6,545 8,755 9560 12,345 15.005 >ad 10,150 10,500 12,950 13,825 16,800 19,600 Shear <W 3,995 4,260 6,210 6,940 9,510 12,015 (lbs) �� >ad 8,750 9,100 11,550 12,425 15400 18,200 0 2 10.605 15,295 15,685 23,905 32,760 42,265 4 9,355 13,470 13,730 20,915 28,725 37,250 6 9,350 13470 13730 20,910 28,725 37,245 Max 8 13,510 20,575 28,275 36,685 J, Moment E (fl-1b) 2 10,600 15,290 15,685 23,900 32,755 42,260 r /4" 4 9,900 14,215 14,195 21,490 29,020 37,225 6 29,015 37220 8 36,655 Max 7" <ad 2,745 4445 4,665 6,240 6,810 8,795 10,690 12.610 14,545 18440 Shear >5tl 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21,945 <Sd 1,455 21845 3,035 4,425 4.945 6.775 8,560 10,390 12,250 16.040 j (lbs) �" >5tl 4,240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950 'r 2 9,% 16,220 17,105 23,990 26,730 36,385 46,670 58,130 ]0,]40 99,375 e E 7" 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670 o Max 6 14,305 15,060 20.995 23,385 31,905 41,125 51,530 63.100 89,670 6 Moment a 20600 23,010 31,405 40,510 50,795 62,250 88590 f (fl-Ib) 2 9,950 16,210 1],100 23.985 28,725 36,380 46.665 58,125 ]0.]40 99,370 '/." 4 15,145 15,895 21,710 24,030 32,235 41,105 51,120 62,285 88,015 a 32.230 41,100 51,115 62,280 88,010 8 40,475 50.335 61,335 86,745 Max 7„ <ad 4,520 4,745 6,350 6,930 8,950 10,880 12,830 Sheer >5d 7,360 1 7,615 1 9,390 10,025 12,180 14,210 16,240 J r(lbs), M 2,895 3,090 4,505 5,030 6,895 8,]10 10.575 >5tl 6,345 6,600 8,375 9,010 11,165 13,195 15,225 2 18,090 19.080 26,]60 29,815 40]40 52430 65,495 4 15,960 16,805 23,420 26,085 35.725 48,205 58065 w 6 15,955 16.800 23420 26,080 35,725 46.205 58,060 8 23.045 25.655 35,165 45,510 57,2352 18,080 19,0]0 26,755 29,810 40,735 5?425 65,490 4 16,890 17,730 24,215 26,805 3e 11 46180 5].600 6 36,085 46,170 57,595 8 45,470 56,715 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 34.3.3. • All values shown are for 57.'widths. Multiply by 1.33 for 7°wide beams. • 9'/.'and 11'/.'Timber5trand®LSL are 1.3E grade,all other depths are 1.55E grade. Page 5 of 8 CONTACT US•1.888.11-evel8(1.888.453.83581•www.iLevel.com Awq&M ..,L",.....Penrun,Tedevaa•naaMTus JdnaeMlalaMttaAi •MFOMI.ao-a]awkdwryaheeuer Na.o2010W ne Na Cm Nai,chbnwrW. TECHNICAL BULLETIN April 2010 Bulletin TB-300 Table 1,2A,2B General Notes • Connections are based on ND5a 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3%")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joisf°Beams, Headers,and Columns Specifiers Guide(4TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • '/2"bolts-"/rd'a maximum holes • 3/a'bolts-n`14'o maximum holes r X • Lead holes not required for wood screws Cmc.Load Com.Load Cann Load Conc.Load ee r> s!e Nn c E9.E9j ED. M (tyy) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Mia Beam Depth: Min,Beam Depth: Min.Beam Depth: d=7'G'for V obolts d=97.'for'A'a bolts d=117."for 8'e bops d=9'/.-for°/.-a bolts J=Wfor•/.'a bops d=16"for-Wo bob Conc. Load Nailed Connection Detail E a 'STAGGER NAILS TO • PREVENT SPLITTING 9. 16d Sinker(typ) 1 p- /-J. (0.148"x 3'/R") Typ u�,./ ail I� ;Nail Pattern 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US• 1.888.iLevelS(1.888.453.83681•www.iLevel.com Awdr.m.....I...M.I.,PBnAem,T. nd.Tua...vrpelelBObeMmBikS BnG r.IiaVMwnakW WeyelwelBfNR.02010 Cil 1Iiiplb,Y9W'J. TECHNICAL BULLETIN April 2010 I:y1re,10 r-, -, Bulletin TB-300 Table 213: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)t11 Connection Name Hanger wood TmssLok Beam ConfigurationHangerScrew Length #Screws 2 4 1 6 8 3-ply 1%.1 ' FACE@1 3%' 1,600 3206. 4,805 6.410 � TOP IxI 3%' 800 1,600 2,405 3,205 FACE 3%" -- - - -- (5'/."Beam) TOP 14) 3%" 800 1,600 2,405 3,205 FACE/rTOP 013%" 1,600 3,205 4,805 6.410 JIJ ``7 FACE tit 5" 6'/.' 1,160 2,320 3.480 4,fiW 4-ply t/ I 1 (7"B J TOP 10 5",6'/." 775 1,545 2,320 3,035 1 tsl 3% 2,135 4,270 6,410 81545 2-ply l'/. +3'/a" j FACE 5^ 6'/.' 2,320 4,640 8,960 9,280 (7"Beam) TOP tit 3%' 710 1,425 2,135 2,850 - 5",6''/." 775 1,545 2,320 3,095 2-ply 3/ -...._..,' FACE I (7"Beam) TOP of 5•,fi'/.' 1,180 2,320 3,480 4,640 J I • 2-ply 11V 3%^ ,'I FACE' (7"BTOP 5•,6'/.' 1,180 2.320 3,480 6,840 eam) ` l 2-ply 1%"+3'/x" li i FACE(4) 5',6%" 1.160 2,320 3,480 4,640 (7"Beam) TOP 141 51,6'/.• 1,160 2,320 3,480 4NW 51/4"+1'/." FACE/ (7"Beam) TOP w151.6%, 2,320 4.640 6,960 9,280 L See page 4 for fable General Notes,connection details and beam depth limitations. 2. Install screws from both sdie of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US•1.888.ILevel8(1.888.453.83581•www.iLevel.com Aw,a.u.ILBM,Kbosain.PYNIBO,TYnMr $Verb nus Jail emrplMe]4e .emI.Isetre4nak W.yimrr.1 rR 02010 WryT1.NP Cp si,NI 1,.reseveE. _ TECHNICAL BULLETIN April 2010 Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)"I Fasten erType Hanger Wood USP WS Simpson SDS Beam Configuration Type Screw Length #Screws If Screws 2 4 6 8 2 4 6 8 FACE lal 3W 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-Py 1'/... (Siv,Beam) / TOP Irl 3%' 720 1,435 2,155 2,870 1,020 2.040 3.W0 4,080 �._..... FACE 31A' _- - -- -- - 314"- (516"Beam( TOP I°I 31/2- 720 1,435 2,155 2,870 1,020 2,40 3,0130 4,0&0 T, FACE (51L"Beam) I TOP tsl 3%" 1 435 2,870 4.305 5.740 2,040 4,080 6,120 $160 Ill �.' FACE I21 6""' 1055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply It/," (7"Beam) ( . I TOP el 6"I" 705 1,405 2,110 2,810 905 1,815 2,720 3,625 1 FACE o" 3'G" 1.915 3,825 5.740 7,655 ?720 5,440 8,160 10,880 2-ply l'/°' +3/" ""o 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (T'Beam) I TOP I21 3W No 1,275 1,915 2,550 905 1,815 2,720 3,625 6'I" 70& 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3K" _._..... FACE I (7"Beam) TOP f�1 fi"ra 1,065 2,110 3,165 4,220 930 1,860 2,785 3.715 2ply1/ +3/ FACEI (7"Be; TOP Irl 615 1 1.055 2,110 3,165 4,220 1]80 2,720 4,080 5,440 2-ply i'/.••+3Y:•• FACE1°I 6."1 1,055 2.110 3.165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP01 6"I'I 705 1,405 2,110 2,810 905 1,815 2,720 3,625 5'/B"+IW, FACEI (7"Beam) TOP In 3'/,' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notesconnection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screw from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used Mh Parallam°PSL add Microlll LVL,but are not recommended for TmberStrsni LSL. Page 2 of 8 CONTACT US B 1.888.111-evelB(1.888.453.81581•www.iLevel.com AVJeyu118BwB',iLerel.M1ud1m,PaallarsTI...'4a1'tlTueI..Bre'Isard'Jttdrowl BMF.IsBowowt,M�BseerNR.02m.Wey..NRCaaWef,NIrights,mmsU. TECHNICAL BULLETIN April zot o Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)111 Hanger ''/e"a or%-a Bolts k° 16d(0,148"x 314")Nails Beam Configuration Bon #Bolts #Nails Type Diamehm,21 --2--F--4--F-6 8 6 12 78 24 062,100 4,200 6.300 8400 3-ply 1%11 FACE 2,125"' 4,25010 61370"' 8.495"' (51 Beam) 075 3.060 6,120 9.180 12,240 TOP 0.5 760 1,525 2.285 3,050 1,060^' 2,12501 3,185P1 4,25018 075 930 1,8l 2.790 3.720 FACE(61/4"Beam) TOP 0.5 1,050 2,100 3,150 4200 1,060 2,125 3,185 4,250 0.75 1.530 3,060 4,590 6,120 3'/."+1%" FACE 0.5 2,100 4,20D 6,300 8,400 (56/."Beam) TOP 2,1250' 4,250le) 6,370of 8,4950t 075 3.060 6,120 9.180 12,240 FACE 0.5 1,400 2.800 4,200 5,600 _- 4-ply W, 0,75 2,040 4,080 6,120 8,160 (7"Beam) TOP 0.5 675 1.355 2,030 2,710 075 825 1,655 2,480 3,305 0.5 2,800 5,6p0 8.400 11200 FACE 283016' 5.666"' 6.496"' 11,330"' 2-ply 16/e"+3ye" 075 5.025 10,050 75,0]0 20,095 (7"Beam) 0.5 935 1,865 2,800 3,735 TOP 946161 1,69010 2.83010 3,775t0 075 1,360 2,720 4,080 5,440 2-ply 3'/." FACET 0.5 1,720 3,440 5,160 6,880 - - p"Beam) TOP 0.75 2,480 4,960 7,440 9,920 2-ply 16/."+3'/e" FACET 0.5 1,015 2,030 3,050 4.065 (7"Beam) TOP 0.75 1240 2,480 3,720 4,960 FACE 0.5 1720 3,440 5,160 6,880 2-ply 1%p'+31/." 0.75 2,480 4960 ],440 9,920 (7"Beam) TOP 05 675 1,355 2,030 2,710 0 55 825 1,655 2,480 3,305 FACE/ 0.5 2,800 5,600 8,400 11,200 5'/."+t'/.•• (7"Beam) TOP 2,8301* 5,86516' 8,49516' 71,33016 0.75 5,025 10,050 15,070 20.095 1. See page 4 for table General Notesconnection details and beam depth limitations. 2. Washers required.Bolt holes to be 9117 madman for W bolls,13'16-maximum Rai bofts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the lead capacity of the supper itg member.Shear and moment capacify of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be,installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,Install had the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US•1.888.1ta l811.888.453.83581•www.iLevel.com nwoyanae°sx,s..r,awl.,Here...Tw*nsevwemTresaan.erwmr6ammmura.mnombaveasm.xWMYe .aer Na.*2010M,,reereer Napt,uh,.ul Mssresare4. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MITek USA,Inc. Page 2 of 2 �� /=LLL I`J ALTERNATEDIAGONAL @ 24Co.c TO THE BOTTOM CHORD VLJVL—J uLJ HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48'O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MTeK USA,Inc. Roof Sheathings TO BLOCKING WITH(5)-10d COMMONS. Ow— IT IS THE RESPONSBILITYOF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECTENGINEERIARCHTECTTO OESIGNTHE URL I GONALMWITH TWO C NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OFTHE GABLE EN03 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 1W NAILS EACH.FASTEN PURLIN \ TO BLOCKING WI TWO IM NAILS(MIN) Diag. Brace \ X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 113 points SUPPORTING THE BRACE AND TIE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED, TOENAIL BLOCKNG TO TRUSSES WITH(2)-IW NAILS AT EACH END. ATTACH DIAGONAL MACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER TIE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE F CWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS IN MPH(ASCE 7-98,02,MI 150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131'X 3')NAILS SPACED 6'O.C. -FOR WIND SPEEDS GREATER IN MPH(AWE 7-WB,02,0).IN HRH(ASCE 710)NAILALL MEMBERS WITH TWO ROWS OF 10d(.131'X 3')NAILS SPACED T O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID ANDARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VEflTICAI/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STflUCTURAL GABLES WITH INIAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ME NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I FEBRUARY 14, 2012 Standard Gable End Detail ST-GE190-001 O MITAUSA,Inc. Page 7 Of 2 Typical x41--Brace Nailed To 2x_V\eNnls W/lOtl Nally 6'D.c. Vesical SNtl Venice Stud (4)-16d Common vwooxAL W"Nelle �\ �1wDa MiTek USA,Inc. x trd Common SECTION B-9 Wn Nails OReDNA-BRAZE Sparrows!No2oft M1M AII Cdnmm or TIIUSSGEIXAETRYNID LONDIIpNS W'.Nelb iMo 2x8 y4 Np3 of lreaw SHONVal ME FOR ILLUSTRATION ONLY. �Typral Homorital BraCO SECTION A-A 2u 12 W(4)-I0d Common Nvb Q Varies to Common Tmss BEE DRAWINGS UALFOR MITEK DESIGN CRITERIA TPROVIDETRUSSES ASNO ED.BETWEEN NAILBLOC FIRST IN DRAWINGS FOR DESIGN CRREflIA TO TRUSSES SIT NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)- NAILS EACH END. ** ATTACH DIAGONAL BRACECE TO BLOCKING WITH 3x4= (5)-1W COMMON WIRE NAILS. a B (4)-Bd NAILS MINIMUM,PLYWOOD zzz,zzzzSHEATHING TO 2x4 STD SPF BLOCK *-Diagonal Bracing ** -LBmulg Refer War to Section A-A to Section B NOTE: 2q•Mex Roof Sheathin 1.MINIMUM GRADE OF 42 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONINEWALLT BE PROVIDED R VIED BYPRBOTTOJECT CHORD DEER OR ARCHITEND ECT. AND t,3, WALL TO BE SHOWN IS FOBYPROJECT ENGINEER OR ONSULTCT. (2)-1 9.ARCHING TECT OR ENG FORT FOR LTRAR ANDPERMANENBLDG. Mex. / 2 10at NAILS ARCHITECT ORENGINEERSYSTEM. TEMPORARY AND PEflMANENT ( ) BRACING OF ROOF SYSTEM. 4.O BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 6" OR 2x4 STUD OR BETTER WITH ONE ROW OF DE NAILS SPACED e"O.C. !� S.DIAGONALBRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF jTrl15 S ` Zoe O.C. DIAPHRAM AT 4 W O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 1fitl NAILS SPACED V O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)1W NAILS THROUGH 20. 2k6 DIAGONAL BRACE SPACED 98'O.C. (REFER TO BECTON A-A) Diag. Brace j ATTACHED TO VERTICAL WITH(4)-1641 ]. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 113 POIO COMMON WIRE NAILS AND ATTACHED B. THIS DETAIL ODES NOT APPLY TO STRUCTURAL GABLESTO BLOCKING WITH(5)-Vid COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud WNhout tall tri DIAGONAL BRACESAT Stud Size Spacing Brace L•Brace L-Brew BRACE 1M POINTS Species and Greater NBXimu ,Stud Length 2X4 SPF SINSM 12'O.C. 4-0-7 4-3-2 6-041 6-0-1S 72-1.6 2x4SPFSNSW 16'O.C. 3-7-0 3.8.4 5-2-10 ]-0-15 1D6-15 2x4 SPF stssw 24'O.C. 1 2-11-1 3.0.2 4-3-2 5-10-3 1 8-941 Diagonal braces over 6'-3'require a 2x4 T-Brace apach rd to one edge. Diagonal braces over 12'W require 2x41-braces attached to Iwm edges. Fasten T and I braces to narrow edge of web with 1O common wire nails Bin ox.,wipe 3in minimum end distance. Brace must cover 90°h of diagonal length. MAX MEAN HOOF HEIGHT-W FEET CATEGORY II BUILDING EXPOSURE B or ASCE 7-98.ASCE 7-02,ASCE 705 130 MPH ASCE]-10 160 MPH STUD DESIGN 15 BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE:1.60 COINE-CTION OF BRACING IS BASED ON MWFRS. FEBRUARY 1+1, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MITek USA Inc. u�� O NUMMUM EAN IND ROOFSPEED IGH REFERET NOTES OAND ORE MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=26'O.C. CATEGORY BUILDING I 1VL�LJ EXPEarC 710 B ASCE ION DURATION OF LOAD INCREASE:1.60 Mr-ek USA,Inc. DETAIL IS HOT APPLICABLE FOR TRUSSES TRANSFERING DMD LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEERIDESIGNER ARE REQUIRED. A-PWBACK TRUSS REFER TO Mf1EK TRUSS RESIGN DRAWING. SHALL BE CONNECTED TO EACH PIRLA E WITH I H(2)0.131'X 33'TCE NAILED. B-BASE TRUSS,REFER TO MRF%TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXMUM 21'O.C. UNLESS SPECIFIED CLOSER ON MREK TRUSS DESIGN DRAWING . A CONNECTTO BASE TRUSS WRH(2)0.131'X35"NAIL$EACH. D-2 X_X1b'SCAB,SIZE AND GI TO MATCH TOP CHORD Cf PIGGYBACK TRUSS,ATTACHED TO ME FACE,CENTERED ON INTERSECTION.WRH(2)EONS OF 0.131'%3'MIL50 C ORD. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS CARE MTENSECTpN AT(EAST 1 FT.IN GGTH DIRECTIONS AND , WIND SPEED OF 113 MPX Cq 1E50 FOR MY PIGGYBACK SPAN,OR 2,WINDSPEEDOF 116MPHTOIW MPH WmiAW0(h4UM PIGGYBAMSPANOFI2R E FOR WIND SPEEDS BETWEEN In AND IW MPH ATTACH MREK SAAMCA NaMn Pi-AESMEACHFACECFTRUSSESAT li \ 72"O.C.W,(4)0.131'X 1.5-PER MEMBER STAGGER NAILS FROM OPPOSING FACES .ENSURE GS EDGE DISTANCE. (MIN.2 PAIRS OF PIATES REO REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND SASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH NM40n PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTED OVE This sh7e'�' tl az a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X620 GA NaiIOn PLATES TO detail oDesgner IS responsible for 011EACH FACE OF TRUSSES AT W O.C.W1µ)0.131'X 1.S PER MEMBER. permaner standard engineering practices orSTAGGER NAILS FROM OPPOSING FACES ENSURE O5'EDGE DISTANCE. refer toneral guidance on lateral restraintand diag requirements. VERTICALWEBTO EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED EXTEN I3pTTOM*G IORo TO CAP TL USS WEESO PIGGY& RAND BASE TRUSS OF PIGGYBACK 11 VERMOST IIN SIM,GRADE,A DMOST BASETRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINEUP AS SHOWN IN DETAIL. 2) ATTACHSA_ d'WITH2 SCAB ROWS OF IM(0.FACE OF TRUSS ASSEMBLY WITE2ROWS . (IU (AND X3 NAILS SPACED WES OF ROM EACH A. DBASE AND GRACE TO MATCH VERTN:M WEBS OF PIGGYBACK AND BASE TRUES) MINIMUM 201 9) THISCONNECTION ISONLY F4000L FORAMA%I' CONCENTMTED NGINEE 15 REQUIRED FOR RENEW BYE OWUFlED ENGINEER IS REQUIRED FOR LOADS GREATER PIGGTHAN IT00 MS. RUSSE d) NUMBER OF PLY TRUSSES CARRYINGGIRDERTO MATCH B NUMBER CONCENTRATED PLYS OF PIGGYBACK PPI-E TO MATCH G43E TRU55. B)THEPIGYRACK LOUDMUST BE TRUSS DSI BOTH THE PIGGYBACK AND THE 80.5E TRUSS DESIGN. FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MITex DSA Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10E NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHORTOATTACH WEBWITH(3)-100 NAILS (0.131'x9') (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131'x3') ATTACH TO VERTICAL \1` WEB WITH(3)-1W NAIUS (0.13n 3') ki BLOCKINGBEHINDTHE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12x3- RECOMMENDEDWHILE BOT7OMCHORDWITH(2)-lW WOOD SCREWS(.21fi'DIAM.) NAILING THE STRONGBACK NAILS(0.131'x 3')IN EACH CHORD USEORT FRAMING ATTACH TO VERTICAL ANCHORTO ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ATTACH WEB WITH(3)-10C NAILS SCAB WITH(3)-100 NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131'x3') (0.131'x 3T STRONGBACK(DO NOT USE ORYW ALL TYPE SCREWS) 4-0-0 WALL BLOCKING TRUSS r STRONGBACK TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) Am F CK THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-100 NAILS (0.131'x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-100 NAILS(0.131"x 3')STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) �JA//NIJAIII RRYY128, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP �J LJLJ O MTM USA.Inc. Page 1 of 1 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE05 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND LJV�J� EXIT END DI BACK TANCE, EDGENER ISTN E, MBER AND SEND AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH ASTOAVOID UNUSUALLOF THE WOOD. MfTek USA,Inc. 3. ALLOWABLE VALUE SHALLBE THE BE THE LESSEfl VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIM. SP OF HF SPF SPF-S Zp .131 86.0 60.6 69.8 68.4 59.1 p .135 93.5 85.6 14.2 12.6 WA VIEWSSHOWNAREFOR ,162 1082 99.6 68.4 84.5 13.8 ILLUSTRATION PURPOSES ONLY aim 14.2 679 See 51.6 50.3 SIDEVIEW .131 15.9 0.5 60.3 59.0 51.1 (Zc31 .146 81.4 14.5 64.6 0.2 52.5 2NAILS NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEARSIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-1W NAILS(.162'Eiam.x 3.5.1 WITH SPF SPECIES BOTTOM CHORD For load duration increase W 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity (2x6) (M) 3 NAILS 4NAILS NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEAR 310E NEAR SIDE ANGLE MAY ANGLE MAY ANGLE Y ANGLE MAY VARYFROM VARYF30-TO 60° VARY FROM 30'TO 60° 30-TO 60° 45.DD' 45.00° 4500° FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 =D11O MRek USA.I.. Page 1 Of 1 GENERAL SPECIFICATIONS D=11 V u� 1.NAIL SRC_3'X 03-WM 10G 2.WOODS CREW-3'ALL USP C ING TYPLENT SC DO NOT USE DRYWALL OR DECKING TYPE SCREW MTBk USA,I00. 3.INSTALL VALLEY TRUSSES(26'O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE ENR COMMON TRUSS d.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRU55 INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED A PURLIN SPACING EOUITHE RAKE DIMENSIONION OF THE VALLEY TRUSS SPACING. 6.NAILINGNG DONE PER NDS-01 ].VALLEY STUD SPACING NOT TO EXCEED 48'O.C. &15E TRUSSES VALLEYTRUSSTYPICAL VALIEYTRUSSTYPICAL GABLE END,COMMON TRUSS p 1R OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 100 WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE]-05 1"MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT-30 FEET ROOF PITCH-MINIMUM&12 MAXIMUM&12 *Ao�ACONTINUOUS NO.2 SYP CATEGORY II BUILDING F W/TWO USP WES(1/4'X3') EXPOSURE WS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.00 MAX TOP CHORDTOTALLOAD-O PSF 6P MAX SPACING-24'O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DE (NO SHEATHING) N.T.S. a August 10,2010 T-BRACE/ I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 fluMiTek u",Irc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing I- n is impractical.T-Brace/I-Brace mus[cover 90%of web length. E=u Note:This detail NOT to be used to convert T-Brace/I-Brace MITek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Tmss 2x4 or 2x6 or 2x6 10d 6'o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Sae 1 2 (On Two-Plys Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x41-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x6 2x6 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss Specified Continuous kWeb Rows of Lateral Bracing Web3 or 2x4 2X4 T-Brace 2x41-Brace 2x6 2z6 T-Brace 2x6 I-Brace WE2x8 2z8 T-Brace 2x81-Brace T-Brace/I-Brace must be same species and grade(or better)as web member. Nails Nails Web I-Brace Nell